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Building Permit #761-12 - 272 BRIDGES LANE 4/24/2012
BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO:L�, " 2 Date Received z Date Issued: 7/.1 y�2 I IMPORTANT: Applicant must complete all items on this pate LOCATI PROPERTY OWNER _ AVWAv✓ 4Mos' ' Print MAP NO: ko4y PARCEL: (2-2. ZONING DISTRICT: Historic District yes !Machine Shop Village ves tr TYPE OF IMPROVEMENT o Residential Non- Residential New Building 9 w �• tr TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ne famil ddition Two or more family Industrial A eration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED:: ,� -5 Y�G•� �O gj't)rca o��d k-kO + Please Type or Print Clearly) OWNER: Name: dU-Ar j Address: 21,2-- tv%c es Int Phone: c,oe '1'Z �Og4. Artdwew- V-dKA 60'1 ^ A-1 o,•, CONTRACTOR Name: S©Li•}mms l^c. Phone: "IN 9-3�1 f35*S0'- Address: L 10 W%y%v% !�*. lya J/v� . AAA o t $o l Supervisor's Construction License: eta 1 S ( Exp. Date: I, t % 12 Home Improvement License: [ 2-f C>% b ARCHITECT/ENGINEER AvAc�✓aw (.a+• =V .n Phone: ` Address:f NlA Reg. No. Z0102. , FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 'Z`.i. 41 -,sot . FEE: $ ���• 00 Check No.: `l- Receipt No.: (9OA NOTE: Persons contractin with unr g' tered contractors do not have access to the guar n fund Signature of Agen rc re of contractor `—Q Location eQ 72 APIW4ES h GN F No. AV — /.I— Date ;2 y /2- Check 2 Check # ��63 25221 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ r 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS Vk.Qr l y1 ers DATE REJECTED DATE APPR VED CONSERVATION j � � a U� COMMENTS DATE REJECTED DATE APPROVED HEALTH Z 51, .Z COMMENTS_ Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Comments Comments Water & Sewer Con nection/Sii nature & Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS I Dimension Number of Stories: Total land area, sq. ft.: Total square feet of floor area, based on Exterior dimensions. 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-$1`000 fine NOTES and DATA — (For department use Doc.Building Permit Revised 2007 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 r� ❑ Building Permit Applicata ❑ Workers -Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ 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 ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ 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) ❑ 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 ❑ 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: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 t. O Vj o CO � •v °0� VOA �°��M � Lf �„ Z i 4'j C6 0 41 U-i o J N p N g ul LL- CL 4 O� aU� BRIDGES LANE fie" F INV Soo. F7777 uz 'ol U � � SETTS 6' t 3:_ -' a, Q NNA oQ - mit y 8Z0 V O z c o x a a o s C y O • r C O ;vV w o .a c am ea ' �( s g '• " cc y =0 E -a m CF ts 0 CL Co 4R� z O o o u oco o v m [ w o co Ov LE Cf) wr2 v J) OG G V m 5 W cn cn O z Rk r I O CM C C O•— ca p 'O co ■� N CD O •E m m CD 0 CD CD 3.0 O O � i cc o a 13- ca �a S o � cvcc ■Q O O ca ♦ Z CD C.3 h � C C _m a y iii Y/ 0 It W 19 W 0 c o m c o s C y O • r C O ;vV .a c am ea ' �( s g '• " cc y =0 E -a m CF ts 0 CL Co 4R� z O o m co O y m Ny Z C y O C O � y IS � CLC-3b.:m a \• t s MCC acz C.1 y O. C3 Z O t5 C ~ O a cm c _ `m mSCD N ~ � y m m N �O• y0„ M Z m WC ,N O C az CaC2 U m a p C_ ? N = m O .o iLA CO A r $ o.= m Rk r I O CM C C O•— ca p 'O co ■� N CD O •E m m CD 0 CD CD 3.0 O O � i cc o a 13- ca �a S o � cvcc ■Q O O ca ♦ Z CD C.3 h � C C _m a y iii Y/ 0 It W 19 W 0 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License License: CS 79181 WILLIAM C PENNY 4 EMERSON PLACE #514 BOSTON, MA 02114 ( bounissioner Expiration: 11/6/2012 Tr#: 7791 Office of Consumer Affairs & Bifsines✓v R gut TANVEFR HOME IMPROVEMENT CONTRACTOR Type: , -NF Registration: :28016 Private Corporatio 13Expiration: ^��.1/PRENOI�}1!S, INC WILLIAM PENNY `;`, 110 WINN ST WOBURN, MA 0180 Undersecretary The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/ ): Awopav1aYL AT10tz SoWTIC Address: t(L-> W*40 4:9: M 4 MSM Phone M *1 Are ou an employer? Check the appropriate box: 1. W1 am a employer with 6 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.: 5. ❑ We are a corporation and its required.] 3. ❑ I am a homeowner doing all work officers have exercised their myself [No workers' comp. right of exemption per MGL insurance required.] t o. 152, § 1(4), and we have no employees. [No workers' . insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10. ❑ Electrical repairs or additions HE Plumbing repairs or additions 12. ❑ Roof repairs 13.❑ Other *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that isproviding workers' compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy # or Self -ins. Lic. #: (Num 90 a 0'1,4 b D 12-40 % C> Expiration Date: it , 2-S . Job Site Address: �1Y �✓ `�as LAµG City/State/Zip: P0 . �do0lov' MQ 01-54T Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against th violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for instt nce coverage verification. I do hereby certij'y under the p44rs-and penalties of perjury that the information provided above is true and correct - I - Phone #• -751 01-51 S $ o!c Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone M - -- -- =-- — . - r— ..4 n BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project Basement Girt A -Beam Date: 9/27/11 Selection (2)1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 8.1 inz R2= 8.1 int (1.5) DL Defl= 0.04 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 7.8 ft Reaction 1 LL 4836 # Reaction 2 LL 4836 # Beam Wt per ft 10.68 # Reaction 1 TL 6087 # Reaction 2 TL 6087 # Bm Wt Included 83 # Maximum V 6087 # Max Moment 11869'# Max V (Reduced) 4542 # TL Max DefI L/240 TL Actual DefI L/607 LL Max DefI L / 360 LL Actual DefI L/842 Section (in3) Shear (int) TL DefI (in) LL Defl 82.26 41.56 0.15 0.11 54.70 23.91 0.39 0.26 OK OK OK OK 66% 58% 40% 43% Uniform LL: 1240 Uniform TL: 1550 =A Uniform Load A 0 R1 = 6087 R2 = 6087 SPAN = 7.8 FT Uniform and partial uniform loads are lbs per lineal ft. �o- Fb (psi) Fv (psi) E (psi x mil) Fc! Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 1240 Uniform TL: 1550 =A Uniform Load A 0 R1 = 6087 R2 = 6087 SPAN = 7.8 FT Uniform and partial uniform loads are lbs per lineal ft. �o- BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project 1 st Floor Header -Study B Date: 9/28/11 Selection (3) 2x 8 SPF South #1 Lu = 0.0 Ft Conditions NDS 2005 Data Attributes Actual Critical Status Ratio Values Adiustments Loads ivun bearing Area hi= t.0 in- mz= r.0 in- (1.0) UL ueu= u.u4 in Beam Span 5.0 ft Reaction 1 LL 1550 # Reaction 2 LL 1550 # Beam Wt per ft 7.93 # Reaction 1 TL 2345 # Reaction 2 TL 2345 # Bm Wt Included 40 # Maximum V 2345 # Max Moment 2931'# Max V (Reduced) 1778 # TL Max Defl L / 240 TL Actual DefI L/668 LL Max DefI L/360 LL Actual Defl L/>1000 Section (in3) Shear (int) TL Defl (in) LL DefI 39.42 32.63 0.09 0.05 33.50 19.76 0.25 0.17 OK OK OK OK 85% 61% 36% 30% Uniform LL: 620 Uniform TL: 930 =A Uniform Load A 0 0 R1 =2345 R2 =2345 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. t-1) (psi) ry (psi) t (psi x mu) 1--c! Reference Values 875 135 1.2 335 Adjusted Values 1050 135 1.2 335 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 620 Uniform TL: 930 =A Uniform Load A 0 0 R1 =2345 R2 =2345 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project 1 st Floor Header -Hallway C Date: 9/28/11 Selection (3) 2x 10 SPF #2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 4.4 int R2= 4.4 inz (1.5) DL Defl= 0.08 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 9.2 ft Reaction 1 LL 1214 # Reaction 2 LL 1214 # Beam Wt per ft 10.11 # Reaction 1 TL 1868 # Reaction 2 TL 1868 # Bm Wt Included 93 # Maximum V 1868 # Max Moment 4297'# Max V (Reduced) 1555 # TL Max Defl L/240 TL Actual DefI L/597 LL Max DefI L/360 LL Actual Defl L/>1000 Section (W) Shear (int) TL DefI (in) LL Defl 64.17 41.63 0.18 0.10 53.57 17.28 0.46 0.31 OK OK OK OK 83% 42% 40% 33% Uniform LL: 264 Uniform TL: 396 =A Uniform Load A R1 =1868 R2 =1868 SPAN =9.2FT Uniform and partial uniform loads are lbs per lineal ft. 0 Fb (psi) Fv (psi) E (psi x mil) Fc -L (psi) Reference Values 875 135 1.4 425 Adjusted Values 963 135 1.4 425 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 264 Uniform TL: 396 =A Uniform Load A R1 =1868 R2 =1868 SPAN =9.2FT Uniform and partial uniform loads are lbs per lineal ft. 0 BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project 1 st Floor Header -Garage Center E Date: 9/28/11 Selection W 14x 26 36 ksi Wide Flange Steel Lateral Support: Lc = 5.3 ft max. Conditions Actual Size is 5 x 13-7/8 in. Min Bearing Length R1= 0.9 in. R2= 0.9 in. (1.0) DL Defl= 0.17 in Recom Camber= 0.25 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 20.5 ft Reaction 1 LL 5699 # Reaction 2 LL 5699 # Beam Wt per ft 26.0 # Reaction 1 TL 8815 # Reaction 2 TL 8815 # Bm Wt Included 533 # Maximum V 8815 # Max Moment 45177'# Max V (Reduced) N/A TL Max Defl L/240 TL Actual DefI L / 512 LL Max DefI L/360 LL Actual Defl L/792 Section (W) Shear (int) TL DO (in) LL Defl 35.30 3.55 0.48 0.31 22.82 0.61 1.03 0.68 OK OK OK OK 65% 17% 47% 45% Uniform LL: 556 Uniform TL: 834 =A Uniform Load A R1 =8815 R2=8815 SPAN = 20.5 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Ref. Value Fy Adjusted Values 36000 23760 36000 29.0 14400 29.0 YP Factor, Lc 0.66 0.40 Uniform LL: 556 Uniform TL: 834 =A Uniform Load A R1 =8815 R2=8815 SPAN = 20.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project Slider Header - Kitchen F Date: 10/12/11 Selection (2)1-3/4x 11-1/4 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 3.4 inz R2= 3.4 inz (1.5) DL Defl= 0.12 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 12.0 ft Reaction 1 LL 1800 # Reaction 2 LL 1800 # Beam Wt per ft 10.12 # Reaction 1 TL 2581 # Reaction 2 TL 2581 # Bm Wt Included 121 # Maximum V 2581 # Max Moment 7742'# Max V (Reduced) 2177 # TL Max DefI L/240 TL Actual DefI L/493 LL Max DefI L/360 LLActual Defl L/813 Section (in3) Shear (int) TL Defl (in) LL DefI 73.83 39.38 0.29 0.18 35.42 11.46 0.60 0.40 OK OK OK OK 48% 29% 49% 44% Uniform LL: 300 Uniform TL: 420 =A Uniform Load A 0 0 R1 =2581 R2 =2581 SPAN =I2 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc -L (psi) Reference Values 2600 285 1.9 750 Adjusted Values 2623 285 1.9 750 CF Size Factor 1.009 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 300 Uniform TL: 420 =A Uniform Load A 0 0 R1 =2581 R2 =2581 SPAN =I2 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project Basement Girt A -Beam Date: 9/27/11 Selection (2) 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 8.1 int R2= 8.1 inz (1.5) DL Defl= 0.04 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 7.8 ft Reaction 1 LL 4836 # Reaction 2 LL 4836 # Beam Wt per ft 10.68 # Reaction 1 TL 6087 # Reaction 2 TL 6087 # Bm Wt Included 83 # Maximum V 6087 # Max Moment 11869'# Max V (Reduced) 4542 # TL Max DefI L/240 TL Actual DefI L / 607 LL Max DefI L/360 LL Actual Defl L/842 Section (in3) Shear (inz) TL Defl (in) LL Defl 82.26 41.56 0.15 0.11 54.70 23.91 0.39 0.26 OK OK OK OK 66% 58% 40% 43% Uniform LL: 1240 Uniform TL: 1550 =A Uniform Load A 0 R1 =6087 R2 =6087 SPAN =7.8FT Uniform and partial uniform loads are lbs per lineal ft. 10 s ro (psi) ry (psi) t (psi x mil) rc! Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 1240 Uniform TL: 1550 =A Uniform Load A 0 R1 =6087 R2 =6087 SPAN =7.8FT Uniform and partial uniform loads are lbs per lineal ft. 10 s BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project 1 st Floor Header -Study B Date: 9/28/11 Selection (3) 2x 8 SPF South #1 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 7.0 int R2= 7.0 int (1.5) DL Defl= 0.04 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 5.0 ft Reaction 1 LL 1550 # Reaction 2 LL 1550 # Beam Wt per ft 7.93 # Reaction 1 TL 2345 # Reaction 2 TL 2345 # Bm Wt Included 40 # Maximum V 2345 # Max Moment 2931'# Max V (Reduced) 1778 # TL Max DefI L/240 TL Actual Defl L/668 LL Max Defl L/360 LL Actual Defl L/>1000 Section (in3) Shear (int) TL Defl (in)- LL DO 39.42 32.63 0.09 0.05 33.50 19.76 0.25 0.17 OK OK OK OK 85% 61% 36% 30% Uniform LL: 620 Uniform TL: 930 = A Uniform Load A 0 0 R1 =2345 R2 =2345 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) f -v (psi) t (psi x miq Fc! (psi Reference Values 875 135 1.2 335 Adjusted Values 1050 135 1.2 335 CF Size Factor 1.200 Cd Duration. 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 620 Uniform TL: 930 = A Uniform Load A 0 0 R1 =2345 R2 =2345 SPAN = 5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project 1 st Floor Header -Hallway C Date: 9/28/11 Selection (3) 2x 10 SPF #2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 4.4 inz R2= 4.4 inz (1.5) DL Defl= 0.08 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 9.2 ft Reaction 1 LL 1214 # Reaction 2 LL 1214 # Beam Wt per ft 10.11 # Reaction 1 TL 1868 # Reaction 2 TL 1868 # Bm Wt Included 93 # Maximum V 1868 # Max Moment 4297'# Max V (Reduced) 1555 # TL Max DefI L/240 TL Actual DefI L/597 LL Max DefI L/360 LL Actual DefI L/>1000 Section (in3) Shear (int) TL DO (in) LL Defl 64.17 41.63 0.18 0.10 53.57 17.28 0.46 0.31 OK OK OK OK 83% 42% 40% 33% Uniform LL: 264 Uniform TL: 396 = A Uniform Load A 0 0 R1 = 1868 R2 = 1868 SPAN =9.2FT Uniform and partial uniform loads are lbs per lineal ft. I rD (psi) ry (psi) t (psi x mil) Fc! Reference Values 875 135 1.4 425 Adjusted Values 963 135 1.4 425 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 264 Uniform TL: 396 = A Uniform Load A 0 0 R1 = 1868 R2 = 1868 SPAN =9.2FT Uniform and partial uniform loads are lbs per lineal ft. I BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project 1 st Floor Header -Garage Center E Date: 9/28/11 Selection W 14x 26 36 ksi Wide Flange Steel Lateral Support: Lc Conditions Actual Size is 5 x 13-7/8 in. Min Bearing Length R1= 0.9 in. R2= 0.9 in. (1.0) DL Defl= 0.17 in Recom Camber= 0.25 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 20.5 ft Reaction 1 LL 5699 # Reaction 2 LL 5699# Beam Wt per ft 26.0 # Reaction 1 TL 8815 # Reaction 2 TL 8815 # Bm Wt Included 533 # Maximum V 8815 # Max Moment 45177'# Max V (Reduced) N/A TL Max Defl L/240 TL Actual DefI L / 512 LL Max Defl L/360 LL Actual DefI L / 792 Section (in3) Shear (int) TL Defl (in) LL DefI 35.30 3.55 0.48 0.31 22.82 0.61 1.03 0.68 OK OK OK OK 65% 17% 47% 45% Uniform LL: 556 Uniform TL: 834 =A Uniform Load A 0 0 R1 = 8815 R2 = 8815 SPAN = 20.5 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Ref. Value Fy Adjusted Values 36000 23760 36000 29.0 14400 29.0 YP Factor, Lc 0.66 0.40 Uniform LL: 556 Uniform TL: 834 =A Uniform Load A 0 0 R1 = 8815 R2 = 8815 SPAN = 20.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to: Matthew Holmes Reg # 3039-67159 Finn Project Slider Header - Kitchen F Date: 10/12/11 Selection (2) 1-3/4x 11-1/4 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 3.4 int R2= 3.4 in (1.5) DL Defl= 0.12 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 12.0 ft Reaction 1 LL 1800 # Reaction 2 LL 1800 # Beam Wt per ft 10.12 # Reaction 1 TL 2581 # Reaction 2 TL 2581 # Bm Wt Included 121 # Maximum V 2581 # Max Moment 7742'# Max V (Reduced) 2177 # TL Max DefI L / 240 TL Actual DefI L / 493 LL Max DefI L/360 LLActual DO L / 813 Section (in3) Shear (inz) TL DefI (in) LL Defl 73.83 39.38 0.29 0.18 35.42 11.46 0.60 0.40 OK OK OK OK 48% 29% 49% 44% Uniform LL: 300 Uniform TL: 420 = A Uniform Load A 0 0 R1 =2581 R2 =2581 SPAN =I2 FT Uniform and partial uniform loads are lbs per lineal ft. r4 (psi) ry (psi) L (psi x mu) t -c! (psi) Reference Values 2600 285 1.9 750 Adjusted Values 2623 285 1.9 750 CF Size Factor 1.009 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet -Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 300 Uniform TL: 420 = A Uniform Load A 0 0 R1 =2581 R2 =2581 SPAN =I2 FT Uniform and partial uniform loads are lbs per lineal ft. RENOVATION SOLUTIONS Date: March 17, 2012 Name: Shaun and Jessica Finn ANDOVER RENOVATION SOLUTIONS, INC. 110 Winn Street, Suite 203 Woburn, Massachusetts 01801 781 937-8805 FAX 781 932-1174 04-3452338 MA Home Improvement Contractor 128016 MA Construction Supervisors License 079181 Project Address: 272 Bridges Lane, North Andover, MA 01845 Home Phone: 617 777-1084 Mailing Address: Same e-mail: sr�finn021 a,hotmail.com Day Phone: Work To Be Performed under this Agreement: We will furnish and install in a workmanlike manner the remodeling project according to the client supplied drawings dated October 7, 2011 and client Request for Proposal dated January 8, 2012 and the scope of work attached, and the terms and conditions made part of this agreement. 2. This agreement is subject to Addendum A made part of this agreement. 3. The final price listed below will change based on the final scope of work determined at the pre -construction meeting and will be adjusted by Change Order #1 outlining additions and deletions to this agreement. Anticipated Construction Schedule at time this agreement is signed: Approximate Start Date of Work: April 1,2012 Approximate Substantial Completion Date: August 31, 2012 The above schedule are approximate dates for overall planing purposes only. We can not be held responsible for circumstances arising during the course of construction beyond our control. Price: $242;597.89.. Payment. Payments are to be made as per the payment schedule on page 9 of this Schedule: agreement. The parties agree to the attached schedule. This agreement supercedes all conversations, statements, and agreements expressed or implied between the parties, their agents and representatives. Do not sign this Agreement if there are any blan�ces. Owner Own Andover Renovation Solutions, I �l o loot Date Date 3. Date Page 1 of 9 P a A F) .w€ . i® D ILM T 'A g v To Purchase Agreement - Dated March 17, 2012 1. Financing Contingency In order to assist or help finance the work set forth in the work specifications of this purchase agreement, you shall apply for a conventional bank or other institutional loan of $ zgL k - payable in no less than 30 years at prevailing market rates. If despite your diligent and good faith efforts a commitment for such loan cannot be obtained on or before March 31, 2012, you may terminate this agreement.by written notice to Andover Renovation Solutions, Inc., said written notice shall contain written evidence to us, as to your inability to obtain financing, whereupon any and all obligations of the parties hereto shall cease and this agreement shall be null and void without recourse to the parties hereto. In no event will you be deemed to have used diligent efforts to obtain such commitment unless you submit a completed loan application conforming to the foregoing position on or before March 31, 2012, to a conventional bank or other financial institution which is presently in the business and practice of making residential mortgage loans. Should you fail to notify Andover Renovation Solutions, Inc. in writing on or before March 31, 2012, TIME BEING OF THE ESSENCE of your inability to obtain such financing with written evidence acceptable to us, then it shall be conclusively presumed that you have obtained satisfactory financing and this contingency shall lapse, and you shall be bound to perform your obligations under this agreement. In the event financing is not obtained by client as outlined above, any monies received will be returned within 30 days less any out of pocket expenses incurred by Andover Renovation Solutions, Inc. 2. References Contingency You hereby acknowledge receipt of a list of references from the Andover Renovation Solutions, Inc. You may on or before March 31, 2012, check the references furnished by us. You shall have the option of withdrawing from this agreement by written notice to Andover Renovation Solutions, Inc. on or before March 31, 2012, TIME BEING OF THE ESSENCE. Should you fail to notify us in writing on or before March 31, 2012, your wish or desire to withdraw from this agreement then it shall be conclusively presumed that you have checked the references provided by us and are satisfied with our references and qualifications. and this contingency will lapse, and you shall be bound to perform your obligations under this agreement. Page 2 of 9 March 17, 2012 Finn Renovation Project Construct addition as per client supplied drawings and specifications attached. 2 Includes excavation for new addition. Back fill with material on site. Spread excess material on site. Remove existing tree next to driveway. Saw cut existing driveway. Grade area at tree removal to make flat assuming no ledge or large boulders. Does not include removal of brush or small trees that may be required prior to spreading fill on site. 3 Modifications to client supplied finishes spreadsheet: Tile supplied by owner, Andover to install Appliances supplied by owner All cabinets and installation by owner All plumbing fixtures and plumbing work by owner Carpet supplied by owner Hardwood furnish and installed by owner 4 Install client supplied windows and exterior doors. Windows and doors to be supplied by vendor with exterior PVC casing applied. Andersen doors to be trimmed on site with Ix4 PVC trim. 5 Delete Andersen basement windows and furnish and install Gordon or equal vinyl sliding basement windows. 6 Garage and Bonus Room to be insulated to code and 5/8" fire rated blueboard and skip troweled plaster finish in garage and '/z" blueboard with smooth finish veneer plaster in bonus room. 7 Furnish and install primed split jamb with primed 2-1/2" casing applied Masonite 6 panel solid core molded doors with Schlage Plymouth polished brass hardware. Does not include interior trim of windows or baseboard moldings, crown moldings or built-in cabinets. 9 Upgrade all interior door hardware to Schlage Accent Series in brushed nickel finish. 10 Upgrade decking on front porch to TimberTech 5/4" x 6" Earthwood Plank installed with hidden Camo fasteners. 11 Furnish and install replacement Bilco or equal steel bulkhead door over existing concrete basement bulkhead. 12 Garage doors to be furnished and installed by owner. 13 Furnish and install Dal -Tile Rittenhouse Square 3" x 6" subway style tile in new kitchen. (Does not include decorative pattern at cooktop area at this time.) 14 Painting work to include: 14.1 Paint all new hardiplank siding with (2) finish coats of latex exterior paint Page 3 of 9 14.2 Supply all prep work and labor for above. 14.3 Supply all paint materials 15 Includes building permit application, and permit fees. 16 Supply portable rest room during course of project. 17 Remove all construction debris. 18 Does not include cabinets, plumbing fixtures, plumbing work, appliances, surface mounted light fixtures, or final landscaping, driveway, electrical labor or materials, heating or air conditioning, interior painting, fireplace unit or stainless steel chimney. Page 4 of 9 ................................................................................................................. 1. Parties: "You" refers to the buyer or buyers. "We" or "Us" refers to the seller, Andover Renovation Solutions, Inc. 2. Access: You will permit us to go into the premises. the premises includes the land and the buildings. You will get any consent needed for us to go onto any other premises in order to do the job. You are responsible and hold us harmless and accept all risks for access through adjacent properties. If we are not allowed to go onto the premises and are prevented from completing the work, then we have no further duty to perform this contract. 3. Insurance: We and all our subcontractors agree to carry the necessary Workmans' Compensation Insurance and Public Liability Insurance as required by law. They cover the work to be performed under this agreement. 4. Warranties: We warranty all materials and workmanship for a period of one (1) year from date of substantial completion on all work and materials supplied by us. This warranty does not cover damages beyond our control such as misuse or failure to follow maintenance instructions or Acts of God. If a replacement product is unavailable will we provide a substitute of equal value. You may not withhold any portion of the final payment for guaranteed performance under this warranty. No service under this warranty is available if payments have not been made under this agreement. The only remedies for breach of warranty are stated in this paragraph. It is understood that we will not be liable for incidental, special or consequential damages in any way connected with the products or their installation whether for breach of warranty express or implied, negligence or other reason. The limitation of damages under this warranty are for repair, replacement or abatement only. 5. Changes and Alterations: No additional work will be performed without the prior written authorization by you. Any such authorization will be done on a written Change Order form approved by both parties. Corrections of existing building code violations not specified in the project description, or hidden structural, electrical or plumbing defects will be an addition to this Agreement and paid by you. Any changes requested by inspecting Public Authorities not covered in the Project Description will be billed to you as additional work. You agree that the duration of work and the scheduled date of completion may differ from the date as indicated on page one, because of changes; alterations, hidden conditions, inspectional delays, etc. which are unavoidable by us and shall not be considered to be a violation of this agreement. Change orders are paid at time of approval and prior to such work. 6. Survey: You are solely responsible for the location of all lot lines and shall provide at your own cost a survey showing buildings and property lines unless a certified plot plan is included in the attached scope of work. 7. Matching Existing: Where materials are to be matched, we will make every effort to do so, using standard materials, but we cannot guarantee a perfect match. We are not responsible for the existing conditions of the structure with regard to the level and plumb of walls, ceilings and floors and work to be done to existing conditions will be done in a workmanlike manner without re -plumbing existing conditions unless specified in the Project Description. 8. Landscaping- and Ledge: This agreement does not cover the blasting- or removal of ledge during excavation and will be billed separately to you. We will bring the grade back to a rough grade condition after excavation, which does not include loam, seed or sod. We are not responsible for damages to landscaping or grounds due to the use of vehicles or heavy equipment. 9. Payment Schedule: Payments shall be made by you as per the attached Payment Schedule. We have the right to stop work if payments are not made to us when due. Overdue payments will include a finance charge of 18 percent per year. We shall pay all invoices authorized by us arising out of the construction and will hold you hamiless against any liens for labor or material filed against the property provided you have made all payments due us under the payment schedule. 10. Owner Supplied Services: You agree to provide electricity, water, toilet and telephone as may be required by us to perform the work under this Agreement. 11. Advertising: You grant us the right to display a job sign at the property and take photographs of our work for the use in our advertising. 12. Complete Agreement: This contract is the entire agreement, and it is agreed by both parties that the entire understanding is contained in this Page 5 of 9 written contract between you and us. It is further agreed that any subsequent changes to this agreement must be in writing and signed by the parties Nn oral agreements not specifically stated in this agreement will have any force or effect. You are advised not to sign this agreement unless all blank sections have been filled in or marked as void, deleted or not applicable, and until all exhibits and related documents that are incorporated herein are attached. 13. Subcontractors: We have the right to subcontract any percentage of the work to be performed under this agreement. You will not during the course of the project hire any ofour designated subcontractors for other or additional work without our written approval. You may hire your own subcontractors to perform selected work at our approval during the course of our construction process. You are responsible for their supervision and their clean-up of the work site. You must have them provide us with insurance certificates prior to starting their work, if they are working during the course of our construction period. We are not responsible for delays caused by your subcontractors. 14. Cancellation: You may cancel this agreement within three business days as required by law if this agreement is signed outside our place of business. We retain the same right of cancellation. Any deposit received from you will be returned. See attached notice of cancellation (if signed by the parties at a place other than our place of business) for an explanation of this right. 15. Registration: All home improvement contractors and subcontractors engaged in home improvement contracting, unless specifically exempt from registration by provisions of Chapter 142A of the general laws, must be registered with the Commonwealth of Massachusetts. Inquires about registration and status should be made to the Office of Consumer Affairs and Business Regulations, Ten Park Plaza, Suite 5170, Boston, MA 02116, Phone (617)973-8700 16. Permits: We agree to obtain as your agent the building, plumbing, and electrical permits necessary to complete the scope of work under this agreement. We shall not be held responsible for delays in the work described in this agreement caused by regulatory, permit granting or inspectional agencies, or authorities. Under Chapter 142A, homeowners that obtain their own construction related permits or contract with unregistered contractors will be excluded from the guaranty fund. 17. Copy of Agreement: This agreement in governed by the Laws of Massachusetts. It must be executed in duplicate, and an original signed copy will be given to you at the time of execution. No work under this agreement shall begin prior to the signing of this agreement and transmittal to you. 18. Arbitration: The contractor and the homeowner mutually agree in advance that in the event of a dispute concerning this agreement, the parties shall submit such dispute to a private arbitration service which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulations as provided in MGL c, 142A, and the decision of the arbitrator will be final. In the event of a dispute, and we have to retain an attorney to collect monies due us, and we prevail, you will be responsible for all attorney fees. 19. Cleaning: We will keep the job site broom clean. At the end of the job we will broom clean all disturbed areas. 21. Unknown Conditions: We will advise you in writing of any unknown conditions discovered during the course of construction; ie. moisture, mold/mildew, rotted wood, insect damage, orany existing structural damage. We will provide a separate cost to you for those repairs. 22. Living- at the House During Construction: It is recommended by us that You vacate the house during construction, however if you decide to live at the house we are not responsible for any health related problems due to dust, or adverse moisture conditions. You are responsible to keep children and pets away from the construction site. 23. Quality and Workmanship Standard: Quality and workmanship standard for this contract are defined by the National Association of Home Builders, Residential Construction Performance Guidelines for Professional Builders & Remodelers, 2" Edition, ISBN 0-86718-495-7. In the event of a dispute these standards will be used. 20. Approval of these terms and conditions is indicated by your signature on the first page of this agreement. Page 6 of 9 - .7 r-,,... ,"_ a Pi March 17, 2012 Description Amount General Conditions including: Building Permit Debris Removal Insurance Coverage and Additional Insured Fee $ 6,375.00 Site Work and Excavation $ 12,600.00 Protection and Temporary Facilities $ 975.00 Concrete and Masonry- Foundation $ 23,100.00 Concrete and Masonry- Slab $ 11,132.10 Concrete and Masonry- Steel $ 1,750.00 Basement Windows and Bulkheads $ 4,956.00 Framing Materials $ 38,213.39 Framing Steel $ 2,295.54 Framing Labor $ 30,612.38 Gutters $ 1,589.63 Roofing- Asphalt $ 15,870.00 Siding $ 26,169.30 Front Deck and Porch $ 9,007.55 Windows Supplied by Client $ 0.00 Exterior Doors and Garage Doors Supplied by Client $ 0.00. Exterior Painting of Primed Hardiplank Siding $ 4,500.00 Weather Tight Cost $ 189,145.89 Heat Pump with Propane Back Up (Future Change Order Cost @ $22,099.00) Not Included in this Agreement $ 0.00 Electrical (Future Change Order Cost @ $24,750.00) Not Included in this Agreement $ 0.00 Insulation $ 7,500.00 Plastering $ 18 750.00 Page 7 of 9 Flooring- Carpet (Supplied by Client) $ 0.00 Flooring- Hardwood (Supplied by Client) $ 0.00 Tile Backsplash $ 1,425.00 Flooring- Tile $ 2,002.00 Finish Carpentry- Labor $ 9,000.00 Finish Carpentry- Materials $ 12,525.00 Fireplace (Supplied by Client) $ 0.00 Fireplace- Brick Hearth and Surround $ 2,250.00 Interior Painting (Future Change Oder Cost @$8,250.00) Not Included in this Agreement $ 0.00 Driveway (Future Change Oder Cost @$9,439.00) Not Included in this Agreement $ 0.00 Total Finish $ 53,452.00 Total $ 242,597.89 Paye 8 of 9 — w Andover Renovation Solutions, Inc. March 17, 2012 Name: Finn Project Address: 272 Bridges Lane, North Andover, MA 01845 Phone: 617 777-1084 Payment Description Percent of Total' Amount Weather Tight Frame .. __ $ 189,145.89 Interior Finish $ 53,452.00 __ .........._ $ _...0.00 $ 0.00 E $ e 0.00 Revised Contract Amount __.._...._......._ .__.....___..._v.____ _._... _ __.......__.__..._ ;t 100.00% $ 242,597.89 f With Order Deposit 5.00% $ 12,129.89 (Due At Placement of Order) i Materials Deposit 25.00% " $ 60,649.47 _. (Due at Preconstruction Meeting) I At completion of foundation walls 10.00% $ 24,259.79 At completion of exterior frame 15.00% $ 36,389.68 s. At rough frame inspection 15.00% $ 36,389.68 At blueboard and plaster 10.00% $ 24,259.79 At installation of interior trim 10.00% $ 24,259.79 ` Substantial completion 8.00% $ 19,407.83 Completion of punch list 2.00% $ 4,851.96 Definitions: Substantial Completion is obtained when all areas of the addition/renovations are functional and habitable. Does not include any town inspections. Punch List Items: Material or weather dependent items that cannot be completed until received or done until weather permits. Punch list payment amount held by client should not exceed one and one half times cost of items not completed. Page 9 of 9 PLANNING DEPARTMENT Community Development Divisiw, Fo n A - Application for APPROVAL NOT REQUIRED DATE: Bring three application tombs to the Town Clerk's office to time stamp. Leave one application with the Town Clerk and bring two applications to the Planning Department The undersigned, believing that the accompanying plan of property in the Town of North Andover, Massachusetts, does not constitute a subdivision within the meaning of the Subdh&ion Control Law, herewith submits said plan for a - determination and endorsement that the Planning Board approval under the Subdivision Control Law is .not required. 1. blame Of Applicant: Hibbs Norinine Toast Michael Dunn & Robin Pusii& Address: 272 Bridges Lane, N Andover, MA 5 Chrisban Way N Andover, MA 2. Location and Description of Property [nclude Assessor's Map and Lot and Zoning District(s)]: 272 Bridges Lane 5 Christian Way Map 104D ParcelMay 16413. Paroel 143 Zoning District l300%c. 10(0qS-- S79 3. Deed Reference: BOW 200 page 33� or ertificate f Title: 4. Mame of Surveyor: Michael Sergi, Christiansen & Sergi, Inc. Address: 160 Summer Street, Haverhill, MA 01830 , Signature of Owners " " jI Wit A Address: 272 Bricig • s Lane 7z4"' c'z,-,' 5 Christian Way Page 1 of 2 1600 Osgood Street, North Andover, Ndg.20, Suite 2-3b Planning Dept, Massachusetts 01845 Phone 978A8.9535 Fax 978.688.9542 Web www.townofnofthandover.com Edited 811/07 Please indicate the grounds (either A, B, C or D; not a combination) on which you believe your plan not to be a subdivision. PDA Each lot on the plan meets one of the following criteria: Has the frontage, lot area, and lot width required under the Zoning By4aw on: a) a public way, or b) a way which the Town Clerk certrfies is maintained & used as a public way, or c) a way shown on a plan approved and endorsed by the Planning Board under the Subdivision Control Law, recorded in Plan Book Plan or d) a way in existence before the adoption of the Subdivision Control Law by the Town and which the Board finds adequate for the way's proposed use, or e) a way shown on a plan of a subdivision recorded at the Registry of Deeds or the Land Court prior to the adoption of the Subdivision Control Law. ® B. Each Lot has been clearly marked on the plan to be eithen a) joined to and made part of an adjacent lot, or b) labeled 'Not A Building Lot'. ❑ C. Each -lot on the plan contains a building that existed prior to the adoption of the Subdivision Control Law. ® D. The plan shows an existing pard! with no new lot division(s) and has frontage on a way described above. Received: Town of North Andover Town Clerk (date stamp): Signature of.Town Official receiving this application: "6ce APPLICANTffOWN CLERK of action of Planning Board on accompanying plan: 1. Nath Andover Planning Board has determined that said plan does not require approval under the Subdivision Control Law, and the appropriate endorsement has been made upon the same. 2. The North Andover Planning Board has determined that said plan shows a subdivision, as defined by G.1 -c.41, s.81 -L and must, therefore, be resubmitted for approval under the Subdivision Control Law. very truly yours, North Anr over Planning Bv' is r f. (J y:'%, ; ✓' , Datp,,//' Page 2 of 2 1600 Osgood Street, North Andover, Bldg -20, Seine 2-36 Planning Dept., AlossadiaseM 01845 Phone 978.688.9535 Fox 918.688.9542 Web www.townofnorthandover.com Edited 8/1107