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HomeMy WebLinkAboutBuilding Permit #916-12 - 21 PARKER STREET 2/25/2016j LSUILUINu F t:KMI I I s L TOWN OF NORTH ANDOVER ° APPLICATION FOR PLAN EXAMINATION 4� Permit NO:y - Date Received �9SSACNUS Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION a k°' � P* -IA 5T _ Print a - PROPERTY OWNER Z 6 M 6N t LA, 196 0 w ` Print MAP NO: PARCEL': 25 ZONING DISTRICT: Historic District yesn,no Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE , q esidential Non- Residential ❑ New Building One family iM IJJ i'^'1 ❑ Addition Two or more family ❑ Industrial Alteration No. of units: ❑ Assessory Bldg ❑ Commercial ❑ Repair, replacement ❑ Others: ❑ Demolition ❑ Other 0 Septic '0 Well D"Floodplain ❑ Wetlands ❑ Watershed District Water/Sewer w' Identification Please Type or Print Clearly) OWNER: Name: -�—Q f, f AAd-1\J/GA, '90G R62 Phone:W-T � - IM5 Address: one: CONTRACTOR Name: , - .�� P � m ,tt�1 -�1,� W1 � r ►.1 YCA j $ 11.lZ o Address: `Pcm9 DS. �.O Supervisor's Construction License., Exp. Date: a Home 5lmprovement License: ..Exp. Date:, z" my, a. ARCH ITECT/ENGINEERD A4) Cb`v)�(M nuc At�-5 -i, L, Phone: 5`-6 6 Address:6,'b 1,aw SE AluAnyt AAA 02-74C,Reg. No. FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. N a G Total Project Cost: $ (01,000 FEE: $ �D� - � Check No.: / S f 7 Receipt No.::4�4 NOTE: Persons contracting with unrefistered contractors do not have access to, the guarannd •y , q r 0 U ftf G ✓ L iM IJJ i'^'1 PFJ b� �c �c� t `'} (/1 t9y �F tJ 6 T' ^tf Oa �' '"fes 0,V7 P1r Identification Please Type or Print Clearly) OWNER: Name: -�—Q f, f AAd-1\J/GA, '90G R62 Phone:W-T � - IM5 Address: one: CONTRACTOR Name: , - .�� P � m ,tt�1 -�1,� W1 � r ►.1 YCA j $ 11.lZ o Address: `Pcm9 DS. �.O Supervisor's Construction License., Exp. Date: a Home 5lmprovement License: ..Exp. Date:, z" my, a. ARCH ITECT/ENGINEERD A4) Cb`v)�(M nuc At�-5 -i, L, Phone: 5`-6 6 Address:6,'b 1,aw SE AluAnyt AAA 02-74C,Reg. No. FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. N a G Total Project Cost: $ (01,000 FEE: $ �D� - � Check No.: / S f 7 Receipt No.::4�4 NOTE: Persons contracting with unrefistered contractors do not have access to, the guarannd a Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑£ , Sti7;�nped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/MassageBody Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT COMMENTS Reviewed On Signature CONSERVATION Reviewed on Signature COMMENTS HEALTH COMMENTS Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes a Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit -PPW Town Engineer: Signature: Located 384 Osqood Street Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine Nu I Lti ana UA I A — wor aenartment use U Notified for pickup Call Email Date Time Contact Name Doc.Building Pemit Revised 2014 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 4. Building Permit Application Workers Comp Affidavit 4. 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 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 4. Floor/Cross Section/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 - - OTE: 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 iL 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) ,4. Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products DTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 Phase Construction Control Document v To be submitted at completion of required site reviews of phase construction It b for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2.2 Project Title: Bohgos Residence Date: 04.04.2016 Permit No. 91.6-201.6 Property Address: 21 :Parker Street, North Andover, MA 01845 1, Dennis Colwell, Jr. RA MA Registration Number: 50216 Expiration date: 08/201.6 am a registered design professional and .1.hereby certify, to the best of my knowledge, information and belief, that I or my designee have observed the following work, and I certify that the work has been performed in a manner consistent with the approved plans and specifications for the following phase of construction as indicated: Required Site Review and Documentation for Phase Construction '• (to be performed by the appropriate registered design professional or his/her designee or M.G.L.c 112 §8111 contractor Site Review and Documentation R Site Review and Documentation R Soil condition and analysis Ener v efficiency Footing and Foundation , including Reinforcement and Foundation attachment Fire Alarm Installation'' Concrete Floor and Under Floor Fire Suppression Installation' Lowestfloor loor Flood 'Elevation Field Re oras` Structural Frame — wall/floor/roof x Carbon Monoxide Detection System Lath and Plaster/Gypsum Seismic reinforcement Fire Resistant Wall/Partitions framing Smoke Control Systems Fire Resistant Wall/Partitions finish attachments I Smoke and Heat Vents Above Ceiling inspection I Accessibility (521 CMR Fire Blocking/Stopping System Emergencv Lighting/Exit Signage Other: Means of Egress Com onenets Ventin Systems (kitchen, chemical, fume) Roofing, co in S ystcm ---- -P .Mechanical Systems I Special Inspections (Section 1704): 1. Indicate with an `x' the work you reviewed for compliance with the approved plans and specifications and describe in detail below. 2. Include NEPA 72 test and acceptance documentation 3. Include applicable NFPA 13, 13R, 13D, 14, 15, 17, 20, 241, etc. - test and acceptance documentation 4. Include NFPA 720 Record of Completion and Inspection and Test Form 5. Include field reports and related documentation 6. Nothing contained within construction control shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to examination of the contract documents, including plans, computations and specifications, and field inspections. Work Description': Interior renovation with removal of load bearing wall, new exterior deck construction. a.Describe in suaicient detail the work (i.e. foundation steel reinforcing, kitchen vent system, etc.) and the location on the project site, and list if applicable, the submittal documents that pertain to the work which was inspected. , Enter in the space to the right a "wet" or electronic signature and seal: Phone number: 508-241-2122 Email: dermis@dc-architect.com Building Official Use Only Building Official Name: Date: Trail Version 10_09_2012 — Modified by AIA .MA j� RED n p No.50216 0? NORTON MASSACNUSE y 44NQFN Enter construction cost for fee cal - North Andover Fee Cakulation Construction Cost $ 67,000.00 m $ - $ 804.00 Plumbing Fee $ 100.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 100.50 Total fees collected $ 1,105.00 21 Parker Street 916-2016 on 2/25/16 Remodel of Kitchen, Half Bath Move "'J rA y x Q LLICz 1L 0 e Q m C N Y O O LL E v ? Ln O. l p W Z Z m C O O O E s L O LLI Z Z C a O LL- O .11 d Z —' u W O U N O LLd' oc O W H Z CA Q L t O I..IF F LLI C a w a ui cu41 m O v!6 N ++ v Y O E N d N .190 �- UJ z 0 O R N : O _ v p U W Q CL CD :a z :t9 c z N v J L U) R � _ . �• 0 w V/ V. V L• r LU D >c F - t'1: v' C=0> a� �Q U)O X Z �� - •��� o LJJ 0 o �• Q z a� O CC Cl)�= v, p O .- r- G Cl). ui a,'>c c ui .J _0� CL (D m ��-O• td 0 .N 0 0 Q i _ icC O 2 1— O O CL CD N N Cc Li u) C .r o o •E C� O L W V v Q V Q O d F+ 'O Q V) H y_ = .0 OJ - CLOV > 0 AIA Document A107 ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR For CONSTRUCTION PROJECTS OF LIAfITED SCOPE where the Basis of Payment is a STIPULATED SUAI THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION I'vITHAN ATTORNEY IS ENCOURAGED IYITH RESPECT TO ITS COMPLETION OR MODIFICATION. This document includes abbreviated General Conditions and should not be used with other general conditions. It has been approved and endorsed by The Associated General Contractors of Ameri- ca. --------------------------------------------------------------------------------------------------------- 0AK AGREEMENT made as of the`hqday of February in the year Two Thousand Sixteen. BETWEEN the Owner: (Name and address) Joe & Monica Boghos 21 Parker Street North Andover, MA and the Contractor: Burnham Construction Company, Inc. (Name and address) 3A Pond Road Gloucester, MA 01930 The Project is: (Name and address) The Architect is: (Name and address) Boghos Residence 21 Parker Street North Andover, MA Dennis Colwell Architects 58 Burt Street Norton, MA. 02766 The Owner and Contractor agree as set forth below. ---------------------------------------------------------------------------------------------------------- ARTICLE 1 THE 1VORK OF THIS CONTRACT 1.1 The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: Provide labor and materials required to complete all work shown on drawings and specifications per Article 6 — Enumeration of Contract Documents, section 6.1.4, and Burnham Construction Company, Inc. proposal dated December 15, 2015 (attached hereto) 1.2 All work under this contract will be performed and completed in a professional and competent manner. 1.3 AnyChange Order will be made in writing and work under such Change Order will not com- mence until such Change Order has been signed by both parties. Any Change Order will clearly specify the resulting price change in the Contract. 1.4 Contractor shall be responsible for getting all necessary permits related to this Contract; in- cluding, but not limited to:demolition and construction, and for complying fully with all local, State and Federal regulations of whatever nature, as required ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 2.1 The date of commencement is the date from which the Contract Time of Paragraph 2.2 is meas- ured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed Issued by the Owner. February2 2015 2.2The Contractor shall achieve Substantial Completion of the entire Work not later than April 22, 2015 is subject to adjustments of this Contract Time due to unforeseen conditions or Owner requested changes in the scope of work. � "\ the ARTICLE 3 CONTRACT SUM 3.11'he Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum Sixty Seven Thousand ($67, 000.00) Dollars, subject to additions and deductions as provided in the Contract Documents and as specifically stated in the Change Orders 3.2The Contract Sum is based upon the following alternates, If any, which are described in the Contract DOCUnlents and are hereby accepted by the Owner: 1 3.3 Unit prices, if any; are as follows: Burnham Construction Carpenters $50.00 per man hour (Not limited to Rich Harris, Alex Agudelo, Peter Pasquarelli, Mike Taormina, Steve Verga, Peter Burnham) Chante Orders — Must be approved in writing by Owner; Scope changes to the project will be billed as follows: Cost of Labor and materials plus 15% overhead and profit, excluding allowances. ARTICLE 4 PROGRESS PAYMENTS 4.113ased upon Applications for Payment submitted to the Owner by the Contractor, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. The period covered by each Application for Payment shall be Project Start up deposit and Permit cost prior to job start $22,000.00 113 Payment when 50% complete $23,000.00 Final payment to be paid ten (10) days after Owner receipt of Certificate of Completion , satisfactory completion of work and walk-through punch list $22,000.00 4.21'ayments due and unpaid under the Contract shall bear Interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) Three percent (3%) over the prime rate at Bank of America. i ARTICLE 5 FINAL PAYMENT 5.1Final payment, constituting the entire unpaid balance of the Contract Sum, sliall be made by the Owner to the Contractor when the Work has been completed, the Contract fully performed, ARTICLE 6 ENUMERATION OF CONTRACT DOCUMENTS 6.1.1'rhe Agreement is this executed Abbreviated Form of Agreement Between Owner and Con- tractor, AIA Document A107. 6.1.2The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated N/A , and are as follows: N/A DocumentTitlePages 6.1.3The Specifications are those contained in the Project Manual dated as in Subparagraph 6.1.2, and are as follows: None 6.1.4 The Drawings are as follows, - Dennis Colwell Architects dated 11/30/15 6.1.5 The Addenda, if any, are as follows: Number: N/A Date: Pages: Portions of Addenda relating to bidding requirements are not part of the Contract Documents un- less the bidding requirements are also enumerated in this Article 6. 6.1.6 Other documents, if any, forming part of the Contract Documents are as follows: A) Burnham Construction Co., Inc. proposal dated December 15, 2015 referred to in para- graph 1.1 and attached hereto as "Attachment A" ARTICLE, 7 WARRANTY 7.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be. of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and author- ized, may be considered defective. The Contractor's warranty excludes remedy for damage or de- fect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. In addition to the Contractor's obligations under Paragraph 7. 1, if, within one year after the date of Substantial Completion of the Work, any of the Work is found to be not in accordance with the re- quirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one-year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Docu- ments and fails within a seven-day period after receipt of written notice from the Owner to com- mence and continue correction of such default or neglect with diligence and promptness, the Own- er may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies, including Owner's expenses and com- pensation for the Architect's additional services made necessary by such default, neglect or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner This agreement is entered into as of the day and year first written above and is executed in at least two original copies of which one is to be delivered to the Contractor and one to the Owner. Owner:e Bo -hos a re Date Print Name Owner: Monica Boghos q• (,ti Ywr,i� Signature Date IJ�nut</a t�i;l�rlr� Print name and title Construction Co. Inc — (P. Prbject: Bo4hos Residence - 21 Parker Street North Andover MA Location: Beam B Multi -Span Floor Beam [2009 International Building Code(2005 NDS)] (3) 1.5 IN x 9.25 IN x 9.0 FT #2 - Spruce -Pine -Fir - Dry Use Section Adequate By: 40.6% Controllinq Factor: Moment page Dennis Colwell Architects, Inc. / www.dc-architect.com 58 Burt Street of Norton, MA 02766 StruCalc Version 8.0.113.0 CAUTIONS " Laminations are to be fully connected to provide uniform transfer of loads to all members 11 /30/2015 10:37:24 AM DEFLECTIONS Center Read LOADING DIAGRAM Section Modulus: 45.63 in3 64.17 in3 Live Load 0.09 IN U1155 41.63 in2 Moment of Inertia (deflection): 92.48 in4 296.79 in4 Moment: Dead Load 0.03 in Shear: 1497 lb 2997 lb Total Load 0.12 IN U868 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 1125 Ib 1125 Ib Dead Load 372 Ib 372 Ib Total Load 1497 Ib 1497 Ib Bearing Length 0.78 in 0.78 in BEAM DATA Center Span Length 9 ft Unbraced Length -Top 0 ft9ft Unbraced Length -Bottom 9 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load FILL = 50 psf #2 - Spruce-Pine-Frr Floor Dead Load FDL = 15 psf Base Values Adjusted Floor Tributary Width Side One TW1 = 5 ft Bending Stress: Fb = 875 psi Fb' = 886 psi Floor Tributary Width Side Two TW2 = 0 ft Cd=1.00 CF= 1.10 Cr -1.15 Ci=0.80 Wall Load WALL = 0 plf Shear Stress: Fv = 135 psi Fv' = 108 psi BEAM LOADING Center Cd=1.00 Ci=0.80 Reduced Floor Live Load 50 psf Modulus of Elasticity: E = 1400 ksi E'= 1330 ksi Total Live Load 250 plf Min. Mod. of Elasticity: E_min = 510 ksi E_min' = 485 ksi Total Dead Load 75 plf Ci=0.95 Beam Self Weight 8 plf Comp. -L to Grain: Fc -1= 425 psi Fc --L'= 425 psi Total Load 333 plf Controlling Moment: 3367 ft -Ib 4.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1497 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 45.63 in3 64.17 in3 Area (Shear): 20.79 int 41.63 in2 Moment of Inertia (deflection): 92.48 in4 296.79 in4 Moment: 3367 ft -Ib 4735 ft -Ib Shear: 1497 lb 2997 lb ERED ARI p No. 50216 3 NORTON N OF Project: Boyhos Residence - 21 Parker Street North Andover MA Location: Beam A Multi -Span Floor Beam [2009 International Building Code(2005 NDS)] (5) 1.75 IN x 7.25 IN x 11.83 FT 2.1E -3100F -APA EWS LVL Stress Classes Section Adequate By: 21.2% Controlling Factor: Deflection page Dennis Colwell Architects, Inc. / www.dc-architect.com 58 Burt Street or Norton, MA 02766 StruCalc Version 8.0.113.0 11/30/2015 10:37:24 AM CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Live Load 0.32 IN U449 Dead Load 0.17 in Total Load 0.49 IN U291 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 2475 Ib 2475 Ib Dead Load 1347 Ib 1347 Ib Total Load 3823 Ib 3823 Ib Bearing Length 0.51 in 0.51 in BEAM DATA Center Read Provided Section Modulus: 41.09 in3 76.65 in3 Area (Shear): 20.12 in2 63.44 in2 Moment of Inertia (deflection): 229.23 in4 277.87 in4 Moment: Span Length 11.83 ft 21090 ft -Ib Shear: 3823 lb 12053 lb Unbraced Length -Top 0 ft 11.83 ft Unbraced Length -Bottom 11.83 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load FLL = 30 psf 2.1 E -31 00F - APA EWS LVL Stress Classes Floor Dead Load FDL = 15 psf Base Values Adiusted Floor Tributary Width Side One TW1 = 7 ft Bending Stress: Fb = 3100 psi Fb' = 3302 psi Floor Tributary Width Side Two TW2 = 6.9 ft Cd=1.00 CF= 1.07 Wall Load WALL = 0 plf Shear Stress: Fv = 285 psi Fv' = 285 psi BEAM LOADING Center Cd=1.00 Reduced Floor Live Load 30 psf Modulus of Elasticity: E = 2100 ksi E'= 2100 ksi Total Live Load 419 plf Comp. -L to Grain: Fc - I = 850 psi Fc -1' = 850 psi Total Dead Load 209 plf Beam Self Weight 19 plfTotal Controlling Moment: 11305 ft -Ib Load 646 plf 5.91 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3823 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 41.09 in3 76.65 in3 Area (Shear): 20.12 in2 63.44 in2 Moment of Inertia (deflection): 229.23 in4 277.87 in4 Moment: 11305 ft -Ib 21090 ft -Ib Shear: 3823 lb 12053 lb NOTES CONNECTORS: 1/2" STAGGERED THRU BOLTS GRADE A307 OR HIGHER OR 16D COMMON NAILS BOLTING PATTERN: MINIMUM 2" FROM TOP & BOTTOM AND 2 1/2" FROM ENDS. BOLTS EVERY 16" (VERIFY WITH MANUFACTURER.) NAILING PATTERN: MINIMUM 2" FROM TOP & BOTTOM AND 2 1/2" FROM ENDS. (3) NAILS EVERY 12" (VERIFY WITH MANUFACTURER.) CAUTION: DIFFERENTIAL SETTLEMENT MAY OCCUR BETWEEN SAWN LUMBER AND ENGINEERED WOOD COMPOSITES. Project: Bogros Residence - 21 Parker Street North Andover MA Location: Beam B Multi -Span Floor Beam [2009 International Building Code(2005 NDS)] (3) 1.5 IN x 9.25 IN x 9.0 FT #2 - Spruce -Pine -Fir - Dry Use Section Adequate By: 40.6% Controlling Factor: Moment page Dennis Colwell Architects, Inc. / www.dc-architect.com 58 Burt Street or Norton, MA 02766 StruCalc Version 8.0.113.0 11/30/2015 10:37:24 AM CAUTIONS Laminations are to be fullv connected to provide uniform transfer of loads to all members DEFLECTIONS Center Redd LOADING DIAGRAM Section Modulus: 45.63 in3 64.17 in3 Live Load 0.09 IN U1155 20.79 in2 41.63 in2 Moment of Inertia (deflection): 92.48 in4 296.79 in4 Dead Load 0.03 in 3367 ft -Ib 4735 ft -Ib Shear: 1497 lb 2997 lb Total Load 0.12 IN U868 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1125 Ib 1125 Ib Dead Load 372 Ib 372 Ib Total Load 1497 Ib 1497 Ib Bearing Length 0.78 in 0.78 in BEAM DATA Center Span Length 9 ft 77J Unbraced Length -Top 0 ft 9 f Unbraced Length -Bottom 9 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load FILL = 50 psf #2 - Spruce -Pine -Fir Floor Dead Load FDL = 15 psf Base Values Adjusted Floor Tributary Width Side One TW1 = 5 ft Bending Stress: Fb = 875 psi Fb' = 886 psi Floor Tributary Width Side Two TW2 = 0 ft Cd=1.00 CF= 1.10 Cr -1.15 Ci=0.80 Wall Load WALL = 0 plf Shear Stress: Fv = 135 psi Fv' = 108 psi BEAM LOADING Center Cd=1.00 Ci=0.80 Reduced Floor Live Load 50 psf Modulus of Elasticity: E = 1400 ksi ' E'= 1330 ksi Total Live Load 250 psf Min. Mod. of Elasticity: E_min= 510 ksi E_min' = 485 ksi Total Dead Load 75 plf Ci --0.95 Comp. -L to Grain: Fc -1= 425 psi Fc --L'= 425 psi Beam Self Weight 8 plf Total Load 333 psf Controlling Moment: 3367 ft -Ib 4.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1497 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Redd Provided Section Modulus: 45.63 in3 64.17 in3 Area (Shear): 20.79 in2 41.63 in2 Moment of Inertia (deflection): 92.48 in4 296.79 in4 Moment: 3367 ft -Ib 4735 ft -Ib Shear: 1497 lb 2997 lb p No. 50216 NORTON MASSACHUSE O CI}l OF 14 P4ect: Ba4khos Residence - 21 Parker Street North Andover MA Location: Beam A Multi -Span Floor Beam [2009 International Building Code(2005 NDS)] ( 5 ) 1.75 IN x 7.25 IN x 11.83 FT 2.1 E -31 00F -APA EWS LVL Stress Classes Section Adequate By: 21.2% Controlling Factor: Deflection Location: Beam B Multi -Span Floor Beam [2009 International Building Code(2005 NDS)] (3) 1.5 IN x 9.25 IN x 9.0 FT #2 - Spruce -Pine -Fir - Dry Use Section Adequate By: 40.6% Controlling Factor: Moment , page Dennis Colwell Architects, Inc. / www.dc-architect.com 58 Burt Street or Norton, MA 02766 StruCalc Version 8.0.113.0 11/30/2015 10:37:24 AM Project: B000s Residence - 21 Parker Street North Andover MA Location: Beam A Multi -Span Floor Beam [2009 International Building Code(2005 NDS)] (5) 1.75 IN x 7.25 IN x 11.83 FT 2.1 E -31 00F - APA EWS LVL Stress Classes Section Adequate By: 21.2% Controllinq Factor: Deflection page Dennis Colwell Architects, Inc. / www.dc-architect.com 58 Burt Street or Norton, MA 02766 StruCalc Version 8.0.113.0 CAUTIONS * Laminations are to be fully connected to provide uniform transfer of loads to all members 11 /30/2015 10:37:24 AM DEFLECTIONS Center Read LOADING DIAGRAM Section Modulus: 41.09 in3 76.65 1n3 Live Load 0.32 IN U449 20.12 in2 63.44 in2 Moment of Inertia (deflection): 229.23 in4 277.87 in4 Dead Load 0.17 in 11305 ft -Ib 21090 ft -Ib Shear: 3823 Ib 12053 Ib Total Load 0.49 IN U291 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 2475 Ib 2475 Ib Dead Load 1347 Ib 1347 Ib Total Load 3823 Ib 3823 Ib Bearing Length 0.51 in 0.51 in BEAM DATA Center Span Length 11.83 ft Unbraced Length -Top 0 ft 11.83 ft Unbraced Length -Bottom 11.83 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load FILL = 30 psf 2.1 E -31 00F - APA EWS LVL Stress Classes Floor Dead Load FDL = 15 psf Base Values Adiusted Floor Tributary Width Side One TW1 = 7 ft Bending Stress: Fb = 3100 psi Fb' = 3302 psi Floor Tributary Width Side Two TW2 = 6.9 ft Cd=1.00 CF=1.07 Wall Load WALL = 0 plf Shear Stress: Fv = 285 psi Fv' = 285 psi BEAM LOADING Center Cd=1.00 Reduced Floor Live Load 30 psf Modulus of Elasticity: E = 2100 ksi E'= 2100 ksi Total Live Load 419 psf Comp. -L to Grain: Fc -1= 850 psi Fc 1' = 850 psi Total Dead Load 209 plf Beam Self Weight 19 plf Controlling Moment: 11305 ft -Ib 5 91 Ft f I ft rt f 2 C t S n Total Load 646 plf rom a suppo o span ( en er pa ) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3823 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 41.09 in3 76.65 1n3 Area (Shear): 20.12 in2 63.44 in2 Moment of Inertia (deflection): 229.23 in4 277.87 in4 Moment: 11305 ft -Ib 21090 ft -Ib Shear: 3823 Ib 12053 Ib NOTES CONNECTORS: 1/2" STAGGERED THRU BOLTS GRADE A307 OR HIGHER OR 16D COMMON NAILS BOLTING PATTERN: MINIMUM 2" FROM TOP & BOTTOM AND 2 1/2" FROM ENDS. BOLTS EVERY 16" (VERIFY WITH MANUFACTURER.) NAILING PATTERN: MINIMUM 2" FROM TOP & BOTTOM AND 2 1/2" FROM ENDS. (3) NAILS EVERY 12" (VERIFY WITH MANUFACTURER.) 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"'6Y O zz,o .0-.ziLy � iiOb p0GOwxpo omA-.6 'd'I'n A-.9 A'.6 d'I'n.b-AI O 'd'I'n.C'AIz��Ej oO G O r— --- � o Zo'o = aZZ o ° oO o°°mO u Te- 0W wo 0o�O �ZOZo00W�uuu Ucn u g�NoWo au d@8 uzoa•�aa�iyare-ap•,+UiM Z S�6A -z@J�i p,uno II( z w O w ��NOO rc� w� G za i�rcp gra g o out pn � V��n<zY a 99-"-ss*-8oS I ZZIZ 'd � Q 0o o� �R � • U `uolzoN `;aa.gS C)0—< i, Cl - CL CL jP 99LZO VW �S 85 T- ' Z Z Z Z t OII A.I r Z U irtwS I � lu3pisag I lenzauiuio� LU V)i S `�' a P w p o o -JNH `SXL�ZXIXWHV IMM103 SM3U O OMA` l d au d@8 Z S�6A -z@J�i p,uno II( z w O w ��NOO rc� w� G za i�rcp gra g o out pn � V��n<zY i"aavno A -,s 4 V G u � u mao N xmu zbu :E LD o72 ws3 z6 u °°0G O 3z6 �Y X08 Z O cr O LL �R 0 q7 U W i, Cl - CL CL jP :Trt T- Z Z t OII A.I � U LU V)i S The Commonwealth of Massachusetts Deportment of Industrial Accidents kv- 10 1 Congress Street, Suite 100 Boston, MA 02114-2017 www mass govklia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE PALED WITH THE PERMIT'TiNG AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organizatirnt/Individual):__ �&i\)4- ,IAA C-4V15raN)Qbb) 4¢ 3L Address: S iOfV U IL -D City/State/Zip: LDv��S�L M A Phone # Are you an employer? Check The appropriate box: I am a employer with _:employees (full and/or pan -time).* 2,9: am a sole proprietor nr partnership and have no employees working for me in any capacity, [No workers' comp. insurance required I 3.E] I am a homeowner doing all work myself. [No workers' comp. 'insurance required.)' 4.C] 1 am a homeoamer and will be hiring contractors to conduct all work on my property: I will ensure that all contractors either have workers'. compensation insurance'or are sole proprietors with no employees. 5.� t am a general contractor and I have hired the sub -contractors listed on the attached sheet. These sub -contractors have employees and have workers' comp, insurance3 ti. ❑ We are a corporation and its officers have exercised their right of exemption per M01, c. 152, § 1(4), and we have no employees [No workers' corp. insurance required.] Type of project (required): 7. E] New construction 8.VRemode.ling 5. ❑ I3emolition 10 Q Building addition I I'M Electrical repairs or additions 12.E] Plumbing repairs or additions 13.oRoof repairs 14. [30ther_ Any applicant that checks box #1 roust also fill out the section below showing their workers' compensation policy information ' 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. 1 ant an employer that is providing workers' compensation insurance formy employees. Below is the policy and job site information. , Insurance Company Name: Policy # or Self-ins. �Lic. k. w L "'Z b Ze) D 2 -Expiration Date:_ Job Site Address:_-�—/ jIbiE 1 City/State/Zip:/V AA/ ►� Ol �^ Attach a coPy of the workers' compensation policy declaration page (showing the policy number and e piratlo�l'�i Failure to secure coverage as required under MG1- c. 152, §25A is a criminal violation punishable by a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties .in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification, I do hereby ce u der 1h7-p-ff1nrTrndgena1fles of perjtcry that the information provider! above is true and correct. Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # 117114, 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 #: page 3 of 4 ACCORVCERTIFICATE OF LIABILITY INS DATE(MN INSURANCE 211e/2016YY) ols THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR .NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemantlst_ PRODUCER Leslie Ray Insurance Agency, Inc 129 Dodge Street Beverly MA 01915 INSURED Burnham Construction Co., Inc. 3A Pond Road Sarah Goyette, Itt`(978) 927-2600 sarahg@leslieray.com In c 4): (978)927-8938 NAIC # Co 9454 Gloucester MA 01930 INSURER F: COVERAGES CERTIFICATE NUMBER_2015-2016 Term REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER 00 INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. N_9R_ POLICY LTR TYPE OF INSURANCEINSR POLICY NUMBER MM/DDIYYFF PM IDEXY. LIME GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMA . A CLAIMS -MADE [i]OCCUR 700303281 /1/2015 /1/2016 PREMISES(Ea occurrence) $ 50,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Town of North Andover is listed as an additional insured when required by contract SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Richard Jones/BRADS ACORD 25 (2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 (2o1oo5),oi The ACORD name and logo are registered marks of ACORD MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO- LOC PRODUCTS -.COMP/OP AGG $ 2, 000 , 000 B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED X SCHEDULED AUTOS AUTOS HIRED AUTOS X NON-0WNED AUTOS 6235398 0/6/2015 10/6/2016 OMBINED SINGLE LIMIT Ea accident) 8 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ PIP�asic $ 81000 EACH OCCURRENCE $ UMBRELLA LIAR OCCUR EXCESS L.CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION$ AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? F-1 (Mandatory in NH) NIA N/A WC STATU- ER EACH ACCIDENT $ E.L DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below _ E. L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Town of North Andover is listed as an additional insured when required by contract SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Richard Jones/BRADS ACORD 25 (2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 (2o1oo5),oi The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIODfMY) 02/18/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER - IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Brad Sano LESLIE S. RAY INSURANCE AGENCY INC. PHONE — No. (978) 522-5663 Fax I Ext); —.AIC, Mol_...—_...— E-MAIL -� - — EACH OCCURRENCE $ ADDRESS: _-.b_rads@leslieray.Com 129 DODGE ST; INSURERS AFFORbINGCOVERAGE NAICq BEVERLY _...._— _—..... __.. _—. MA 01915 - ._ INSURER A: ACADIA INS CO 31325 INSURED BURNHAM CONSTRUCTION CO INC— INSURER 13: — — - — INSURERC: _ 3A POND RD INSURER D : N/A INSURER E: GLOUCESTER MA 01930 _ INSURERF.—­ ------ ------ -----•---•• •• ••�•• F%CVIQ1VIV FYUm[3CK: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -. _. - .. _._.. _ .. ADD BR � _ .. )NSR-- POLICY EFE POLICY EXP LTR TYPE OF INSURANCEINSD. _WVDPOLICY NUMBER - MMIDDIYY MMIDDIYYYY ` LIMITS COMMERCIAL GENERAL LIABILITY I.." .,.J CLAIMS -MADE OCCUR I EACH OCCURRENCE $ PREMISESEeaccurrence $ MED EXP (Any one person) $ N/A ..... _ I PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ...� I-- .PRO- POLICY I GENERAL AGGREGATE $ L. _ _. JECT LOC I PRO_DU—CTS-.COMP/OPAGG $ i OTHER: . _.. .... AUTOMOBILE _ LIABILITY ANY AUTO ALL OWNED SCHEDULED•--. COMBINED SINGLE LIMIT $ Ea sccident , BODILY INJURY (Per person) $ AUTOS _ AUTOS NON -OWNED i NIA _.. —_ __..... BODILY INJURY (Per accident) $ HIRED AUTOS AUTOS PERTYDAMAGE--'' Per accident) $ UMBRELLA GABOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS�v1ADE N/A `- --T • - - - - GREGE 4AGA7 $ I DED RETENTION$ i $ .... — WORKERS COMPENSATION - AND EMPLOYERS' LIABILITY ! ��XLISPTIkTUTIE ORHANYPROPRIETORIPARTNERIEXECUTIVE A .OFFICERIMEMBEREXCLUDED? Y / N NIA NIA N!A MAARP300029 09/15!2015 09/15/2016 . EACH ACCIDENT _ $ 100,000 (Mandatory in NH) If as, describe under j' I E.L. DISEASE - EA EMPLOYEE' .. -E. $ 100,000 L. DISEASE -POLICY LIMIT DESCRIPTION OF OPERATIONS below $ 500,000 N/A DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (ACORD'1a1, Additional Remarks Schedule, may attached If more space is required) Workers' Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 0306 B, no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires. or`has hired those employees outside of Massachusetts: This certificate of insurance shows the policy in force on the date that this certificate was issued (unless the expiration date on the above policy the precedes issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage -Coverage Verification Search tool at www.mass.gov/lwdtworkers-compensation/investigations/. 1'PPTIPICATF Ufli r%=0 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZED REPRESENTATIVE _11' C` North Andover MA 01845 `_'-`(' (I, I Daniel M. Cr04 y CPCU Vice President –Residual Market – WCRIBMA w I"o-'au,w rkk'UKL) cUK1'URATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD R 0 c CD m 12 w 0 D cCAi co v 3 Q W 3 a { 3 d o 3 N K O C S S ;o o m O k. kvv 0 z - Cl oom cmy_ X 9) M AM ;; i, Vf Q Z y a;o s: s .0 � r7 y u R ? o� ro Cn c e �♦ 3 n � � ;o O kvv 0 Cl _ cmy_ X 9) M AM ;; i, Vf y Location -)/ 1(r" -�� No. 91k - '14, Check#-() Date /;z 4 4 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $- Other Permit Fee $ TOTAL $ .2 //Building Inspector