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Building Permit #137-13 - 1116 SALEM STREET 8/13/2012
T►1 BUILDING PERMIT o�NOROOR TOWN OF NORTH ANDOVER o t . APPLICATION FOR PLAN EXAMINATION y* y b T Permit NO: �37�13 Date Received " °RwrE° �SSACHUS�� Date Issued: IMPORTANT:Applicant must complete all items on this page ATION �I t Y�_ LOC Rein -- PROP..ERTY°01NNER' cn��� ..'� s P.n"n MAP` 40: /. PARCEL _V3 _ZONING DISTRICT __ "Histonc,District yes no Machine:tShop Village.,,. yes r no TYPE OF IMPROVEMENT PROPOSED USE Resid Non- Residential NPati in a �� ne family S�vkIndustrial No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other 'Septic Well - Floodplain .- Wetlands WetersheddDistrict 1 Water/Sew_ er / DESCRIPTION OF WORE TO BE PREc.F MED: \� C6�ICC,c�� o , LSA 6 ,P, I � Identification Please Type or Print Clearly) OWNER: Name: Phone: 7 c p2 2 11 CJ�—� vim- C� ) Address. I CONTRACTOR Name:`` Yom_ 1 IL . li411► Phone t Z~ - E� 1k�: f J .Address: - f• .ic J _. Supervisor's ConstructionrLicense _1 J -� Exp Date Home Im rovement License: p E _ Exp Date: 2d ARCHITECT/ENGINEER Phone: ' Address: O Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 P $1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ :/ FEE: $ Check No.: l�� Receipt No.: NOTE: Persons contracting with unre to ontractors do not have access to the guaranty fund Signature of Agent/Om-ner nature of,contractor` Building Department 4 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 ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks I ❑ 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) i I i ❑ 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 I Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 I Revised 2.2008 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 I I THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM , DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature COMMENTS JU Q J HEALTH Reviewed on L !1t Si nature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments d Water & Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT = TemppDumpster onsite` yes: no` Located at 124,Main Street Fire Department:signature/date. _ "COMMENTS. I 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 j Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 Location t No. / — f� Date d Z e - TOWN OF NORTH ANDOVER Certificate of Occupancy $ ' Building/Frame Permit Fee $ = 0� Foundation Permit Fee $ Other Permit Fee $ t. TOTAL $ i Check# Y 25623 Bui1di�gdInspector TOWN OF NORTH ANDOVER NORTF► °* Office of the Building Department Community Development and Services 1600 Osgood Street �,+ North Andover,Massachusetts 01845 4SS�CHUSE� Telephone(978)688-9545 FAX(978)688-9542 May 24, 2013 1116 Salem Street A rough and insulation inspection was completed with Red Tail Construction for the addition installed on the right side of the structure. Red Tail had numerous issues with the homeowner and parted ways with the homeowner. I personally was never called to inspect any other phase of the project from the_time Red Tail left the jobsite. Our Plumbing and Electrical inspector did other rough inspections and had numerous issues with the homeowner and new sub contractors. Today May 24, 2013 I have been asked to do a FINAL inspection.for the entire project. Beings that I never inspected the any part of the Bath and Kitchen remodel I'm only doing a Final for the Addition portion of the project as stated on the original build permit. The Homeowner is now the Contractor and is expecting the building department to sign off on his entire project which was never inspected. s The inspection done today is for the Addition part of the contract ONLY. Brian Leathe Local Building Inspector. r I TOWN OF NORTH ANDOVER F NoerN q Office of the Building Department 0.1,."60 ```t� ^°'a�°� Community Development and Services r p 1600 Osgood Street � lio North Andover,Massachusetts 01845 * *4;R^` •�'' SSAGNUSE Telephone(978)688-9545 FAX(978)688-9542 May 24, 2013 1116 Salem Street A rough and insulation inspection was completed with Red Tail Construction for the addition installed on the right side of the structure. Red Tail had numerous issues with the homeowner and parted ways with the homeowner. I personally was never called to inspect any other phase of the project from the time Red Tail left the jobsite. Our Plumbing and Electrical inspector did other rough inspections and had numerous issues with the homeowner and new sub contractors. Today May 24, 2013 I have been asked to do a FINAL inspection for the entire project. Beings that I never inspected the any part of the Bath and Kitchen remodel I'm only doing a Final for the Addition portion of the project as stated on the original build permit. The Homeowner is now the Contractor and is expecting the building department to sign off on his entire project which was never inspected. The inspection done today is for the Addition part of the contract ONLY. Brian Leathe Local Building Inspector. NORTH Town oAndover No. _T0 . h ver, Mass, /-71� 'pA COC MIC"IWIC/. S U BOARD OF HEALTH Food/Kitchen PER. MIT T LD Septic System THIS CERTIFIES THAT ......, ^t... .1..:... .. ! ............................................................................... BUILDING INSPECTOR has permission to erect .......................... buildings on ..zl:�6... .......S� Foundation. / Rough to be occupied as ..............�A.z`.�.1.f��....y�.�z. :/dp1.:! .r........................................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTH ELECTRICAL INSPECTOR UNLESS CONSTRUCTION S - S Rough' Service ........ .......:......,�............. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. 3=QE"°or a sHQ TOMW OF NORTH ANDOVER OFFICE OF :1 BUILDING DEPARTMENT - Osgood Street Building 20, Suite 2-36 �y�ssA�HuS North Andover,Massachusetts 01845 Gerald A.Brown Inspector of Buildings Telephone(978)688-9545 HOMEOWNER-LICENSE EXEMPTION Fax (978)Ess-9542 —.121—DING-PERMIT APPLICATION please print DATE:7. .3 JOB LOCATION: umber Street Addres Map/Lot I,TOIVIEOWNER Name. ( ome Ph � one Work Rhone PRESENT MAILING.ADDRESS City Tc,_,,,, State. Zip Code The current exemption for thomeowners"was extend to allow such homeo�i�ers to to h_1clude owner-occupied dwellings to two units-or less and o engag as supervisor). e an icividual for hire who does not possess a license,p acts State Building (Code Section 108.3.5.1) rovided that the owner DEFINITION OF H011f0'VMR Persons)who Qwns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family structures. A person who constructs more that one home in a which there o shall not e considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,rules andregulations. The undersigned`homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with,said procedures and requirements, ' HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Revised 7.2009 i Foam Homeowners Exemption ''BOARD OF APPEALS 688-9541 , ,AT10N CO7\SERti 686-9530 HEALTH 688-9540 F 4NNING 688-9531 y Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 103,700.00 m $ - $ 1,244.40 Plumbing Fee $ 155.55 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 155.55 Total fees collected $ 1,655.50 1116 Salem Street 137-13 on 8/13/2012 Addition, Kitchen Remodel I I n LIVING n r— i I ON ATRIUM ' /ABOVE EXI5TING DEN/5TUDY BELOW EXISTING 5UNROOM 1 UP IMI CL05ET chi ey 1 TUB 3-1/2 x I I-1/4 LVL 4x4 1' 9 TRAN5FEK BEAM ABOVE BATH INFILL EXISTING DOOR OPENIN o ' w 0 >II m oll _ BEDROOMa E KITCHENll 9 LU SII 3 ° FACE OF EXI5TING WALL ku Z NEW BEAM ABOVE _ O 2-O CL05ET MUD/ENTRY N N O ' M UP 7-23/4" ADDITION TO: FARRAH RESIDENCE FIRST FLOOR PLAN I I I G SALEM ST., NORTH ANDOVER, MA O 1845 GENEO L CONTRACTR RED TAIL CONSTRUCTION Al NORTH ANDOVER MA �LdOP, CLI A Imo} 8/3/12 Y I i DEN/5TUDY FAMILY ROOM UP O I a p FURNACE-0 I z O � 1107 WATER DN CHIMNEY- -E^' O IIJJ z N I - u 1 I I EXISTING CELLAR I II I SII 3 I I mll I OI1 . I II I u X 8 BEAM O 4X6 SILL I O"WIDE CONCRETE FOUNDATION ON 12"D X 24"W FOOTING ADDITION TO: FARRAH RESIDENCE (BOTTOM OF FOOTING MIN 4-0"BELOW GRADE) I 1 16 SALEM ST., NORTH ANDOVER, MA O 1845 FOUNDATION FLOOR FRAMING PLAN {_- GENERAL CONTRACTOR 1/5'= L'-a' RED TAIL CONSTRUCTION �� Q NORTH ANDOVER MA z FOUNDATION PLAN FLOOR FRAMING PLAN 8/3/12 r---------- ----- -----------------------� I I I I I I i I FACE OF EXTERIOR WALL BELOW 1 � I I I I 1 1 5UNROOM I 1 I 1 I I I I I I EXISTING RIDGE LINE I I I I I I I i I I I I I NEW VALLEY I I I I I i I I 1 1 I NEW VALLEY I k I 1 \ 0 1 I� \ i EXISTING VA� \\\ z � I \ I \ 1 ( \ I I \ I \\ I L--r---------------r --`-------------I i / I FACE OF IXISTING SOUTH WALL � �-----moi 1 I L-------------- -- --------J = ADDITION TO: FARRAH RESIDENCE III 6 SALEM ST., NORTH ANDOVER, MA O 1845 ROOF PLAN 1/8"= I I-o° GENERAL CONTRACTOR RED TAIL CONSTRUCTION ^ NORTH ANDOVER MA `-JG ROOF PLAN 6/3/12 XI IN O M N EXISTING FAMILY RM BELOW NOTES 1 . ROOF JOISTS SHOWN WITH HEAVEY LINES ARE NEW JOISTS. 2. ROOF JOISTS ARE HRM FIR 2X8'5 3. NEW EXTERIOR WALL STUDS ARE 2XG'5. ROOF FRAMING PLAN ADDITION TO: FARRAH RESIDENCE I 116 SALEM 5T., NORTH ANDOVER, MA O 1845 GENERAL CONTRACTOR O RENORTH AONDOVER MMAAN A4 Z ROOF FRAMING PLAN 513112 o L E11I5TING ROOF BEYOND 12 5 TOP OF PLATE TOP OF PLATE TOP OF PLATE \ TOP OF PLATE OUTLINE OF EX15T.ROOF�� ___ N Ifl �D TOP OF FIR5T TOP OF FIR5T Fl- SOUTH LSOUTH ELEVATION Iia= 1_D„ ADDITION TO: FARRAH RESIDENCE I I I G SALEM ST., NORTH ANDOVER, MA O 1845 GENERAL CONTRACTOR RED TAIL CONSTRUCTION �� NORTH ANDOVER MA SOUTH ELEVATION 8/3/12 NEW ROOF EXIST.VALLEY FRAMING BEY ND TOP OF PLATE m - ap EXISTING WINDOW EXI5TING WINDOWS FIRST FLOOR WEST ELEVATION ADDITION TO: FARRAH RE51 DENCE I I I G SALEM ST., NORTH ANDOVER, MA O 1845 GENERAL CONTRACTOR RED TAIL CONSTRUCTION ^ NORTH ANDOVER MA i(p_ WEST ELEVATION 8/3/12 OUTLINE OF EXIST.ROOF 1 I I FIR5T FLOOR _ _ EXISTING SUNROOM GRADE GRADE EAST ELEVATION ADDITION TO: FARRAH RESIDENCE I I I G SALEM ST., NORTH ANDOVER, MA O 1845 GENERAL CONTRACTOR RED TAIL CONSTRUCTION �� NORTH ANDOVER MA EAST ELEVATION 8/3/12 Andre Farah 1116 Salem St North Andover,Ma 01845 To Whom it may concern Please be advised that Red Tail Construction and its associates have been relieved of their duties at 1116 Salem St in North Andover. Due to the shoddy work, electrical and carpentry, I have terminated the contract. The electrician working with Red Tail,and its principal owner Steve McCullough, is Chris Roy out of Nashua NH with a mass license number 2472UR Sincerely Andre Farah. 71 6YAJLO�t-� Andre Farah 1116 Salem St North Andover, Ma 01845 To Whom it may concern a' f Please be advised that Red Tail Construction and its associates have been relieved of their duties at 1116 Salem St in North Andover. Due to the shoddy work, electrical and carpentry,I have terminated the contract. The electrician working with Red Tail, and its principal owner Steve McCullough,is Chris Roy out of Nashua NH with a mass license number 2472UR Sincerely Andre Farah. «f eo1"Gru�ka' d ?N3irr;r A . rrstr trieaesS ggu att9lF . . sgr�fra�Er 49 >,prYa{ion 'x/30/2013 ind�viclual 1 STk PHEC CJL�LQr�GW �� t3?TltnP}BIKE STgtEi f� r rCi-ANLQVFR MA 018fi FZ4 ' ULriersecrctary 1Ta-sachusctL =Llclrar#m�n#cry Pilhlie S if{#� Board {�t Burl{lin{, 42c'�lal:lticin,and S#an{l►�{ls Construction Supervisor License i License: CS 94338 STEPHEN A MCCULLOUGH I. '733 TURNPIKE ST U-192 NORTH ANDOVER, MA 01845 Expiration: 918/2013: >`I Tr€: 2834 • {1in�misirncr TE ACORD.. 007/26/20CERTIFICATE OF LIABILITY INSURANCE 7/26/20Y2 , 12 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 WMAUT NAME: New England Heritage Insurance Agency Group, Inc. HONE781.438.5000 aAX c ;781.438.5028 335 Main Street t;-MML s: Stoneham, MA 02180 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: National Grange Mutual 14788 INSURED McCullough, Steve INSURERB: Travelers Indemnity Co. 25658 DBA: Red Tail Construction INSURERC: 733 Turnpike St. Unit 192 INSURER D: North Andover, MA 01845 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:Master 12-13 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR yyyD POLICY NUMBERD M/DD LIMITS GENERAL LIABILITY MP31010C 07/03/2012 07/0312013 EACH OCCURRENCE $ 1,000,00 Upi X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 500,00 CLAIMS-MADE ["i]OCCUR MED EXP(Any one person) $ S,00 A X Addtl Insd with PERSONAL&ADV INJURY $ 1,000,00 written contract GENERAL AGGREGATE $ 2,000,00 GEN'LAGGREGATE LIMIT APPLIESPER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X JECOT LOC $ AUTOMOBILE LIABILITY CO(Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED $ AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION 6KUB0607N76-4-IC 04/09/2012 04/09/2013 AND EMPLOYERS'LIABILITY TORY LIMITS ER YIN ANY PROPRIETOR/PARTNER/EXECUTIV E.L EACH ACCIDENT $ 500,00 B OFFICERIMEMBER EXCLUDED? y N/A (Mandatory in NH) EL DISEASE-EA EMPLO $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT I$ 500,00( DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Carpentry Construction 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Andre & Kathy Sarah AUTHORIZED REPRESENTATIVE 1116 Salem Street North Andover, MA 01845 William Kell AD ©1988-2010 ACORD CORPORATION. All rights reserved. \CORD 25(2010105) The ACORD name and logo are registered marks of ACORD I " Ev" rrAI"7 "ONS"TRUCTION I CONTRACT PROPOSAL Prepared for: Andre and Kathy Farah 1116 Salem Street North Andover, IATA 01845 Andre and Kathy Farah 1116 Salem Street,North Andover,MA.01845 Dear Andre and Kathy, 6/28/2012 Contract Proposal Page 1 of 15 We are pleased to offer for your consideration the following proposal for the construction of your project. For ease of reference,this proposal is divided into the following sections: Section I Contract/Proposal Business conditions Section II Contract/Proposal Construction Contract Section 111 Attached Booklet I Specifications of the job The description of the proposed project contains precise, but understandable specifications (Section III) of the items which are included in your project. The specifications form the heart of any construction CONTRACT and we ask that you review them carefully.IF IT IS NOTSPECIFIED IT IS NOT INCLUDED IN THE SCOPE OF THIS PROPOSAL. The business section gives you the general conditions of the work and site,the anticipated start and completion dates,the price of the project with the payment schedule as well as any allowances. The legal section expresses the general conditions of the CONTRACT and specifies the responsibilities of the contractor and the owner. The item identifier i.e.GN01001,is shown in the specifications for ease of identification of each and every item we have included in this proposal. Remodeling work can be confusing and complex; however, hopefully this format will facilitate your review of our proposal to insure we have included all your wishes. We are pleased to have the opportunity to prepare this proposal for your consideration. I will be happy to answer any questions you might have on any aspect of this CONTRACT proposal at your convenience. Red Tail Construction is dedicated to providing the highest level of customer service in the industry.We look forward to working with you on your project. Sincerely, S llou Owner Red Tail Construction 61.28/2012 Contract Proposal-Page 2 of 15 Sem®n I of the Contract/Proposal for Andre and Kathy Farah Business Conditions BUSINESS CONDITIONS TO THIS CONSTRUCTION CONTRACT This Contract, dated 6/28/12 is by and between: Andre and Kathy Farah 1116 Salem Street, North Andover, MA.01845 (Referred to as OWNER), and Red Tail Construction, 733 North Turnpike Street Unit 192 North Andover, MA 01845 (Hereafter referred to as CONTRACTOR). Work will be performed at 1116 Salem Street, North Andover MA.01845Her ( eafter referred to as PROPERTY 1.GENERAL This CONTRACT is for the following work and materials to be performed by the CONTRACTOR on the PROPERTY address shown above.The project is generally described as follows: 6/28/2012 Contract Proposal-Page 3 of 15 Create a new bump-out' on the side of the house; create an new enlarged kitchen area; new mudroom/entry, new storage area,new roof,new hardwood floors,remodeled bathroom,remodeled master bedroom,remodeled living room area,new front door,new central A/C system. This scope of work is per our discussions to date and per the narrative and plans associated in this project. The CONTRACT consists of this document, any plans, the specifications, and the Construction Contract.(Hereafter collectively referred to as the"CONTRACT") 2.PRICE The total price for the WORK agreed upon i $103;784:00: "P ment terms are set out below in Paragraph 6. Please note that it has been discussed that we will mak 11 efforts to ep the overall project price at this amount or will try and save if feasible throughout the project cycle;though coming in lower will be a challenge as discussed. 3.STARTING AND COMPLETION PROVISIONS The WORK will begin approximately in the third week of July 2012(subject to permit approval),and will be completed,absent unusual or unforeseen circumstances, in late November, 2012, providing this.CONTRACT and any related CONTRACT documents are accepted when presented. The aforementioned dates reflect our present workload. Projects are assigned a slot in our work schedule as they are accepted, on a first come first served basis.These dates may move based on the completion time of the project that immediately preceded yours, but typically not significantly. 4.APPLICABLE CODES:COMPLIANCE WITH LOCAL LAW All work to be done under this CONTRACT will be in accordance with local, state and county building code. All home improvement contractors/subcontractors working in the state of Massachusetts must be licensed and registered by the Bureau of Building Regulations and Standards. All inquiries concerning the CONTRACTOR should be transmitted to that office. In Massachusetts, Red Tail Construction operates under License number CS094338 and Registration#155649. S.SPECIFIC REQUIREMENTS FOR MATERIALS AND WORKMANSHIP This CONTRACT will be completed by the CONTRACTOR in a good and workmanlike manner,using first-class materials. If applicable,the CONTRACT price includes the following allowances:(See allowances under specifications). 6.PAYMENT Timely payment by the OWNER of all sums due under this CONTRACT is of the essence to this CONTRACT.The parties agree to the following schedule of payments: Milestone Payment Upon Signing Contract $12,000.00 Start of Excavation $17,000.00 Start of Blue board Installation $21,000.00 Upon Ordering of kitchen cabinets $20,000.00 Start of new hardwood floor installation $18,000.00 Upon Templating for new solid surface counter tops $7,000.00 Substantially Complete Project $5,784.00 6/28/2012 Contract Proposal-Page 4 of 15 Upon Completion of Punch list $3,000.00 Included in the overall contract amount are the following ALLOWANCES: a. Kitchen cabinets $16,000.00 b. Solid surface tops for kitchen: $4,585.00 c. Acrylic shower enclosure for bath: $750.00; sink and faucetry-$390.00; Vanity and top $450.00; Toilet- $200.00;Tiles for bath--$350; d. Note: if selections made exceed or come in lower than the Allowance amounts we will ask for the difference at the time selections are confirmed. The' CONTRACTOR may cease operations if any payment is not made by the OWNER as required herein, and proceed to collect any balance due through any remedy provided by law. Payments are due when the aforementioned progress milestones have been reached. It is understood that minor adjustments to the payments schedule may be necessary due to the flow of work or delays beyond the control of the CONTRACTOR. 7.DEFINITIONS Substantially complete -The space or project is substantially complete when the space or project can be used for its intended purpose and only punch list items remain. Punch list-Work or product that has not been performed or provided. Punch list items will be agreed upon by both the CONTRACTOR and OWNER. Warranty item - A product or service that has been provided or performed that does not meet or exceed industry standards. THESE CONDITIONS MUST BE ACCOMPANIED BY THE CONSTRUCTION CONTRACT Seco® Construction Contract of the Contract/Proposal for Andre and Kathy Farah 6/28/2012 Contract Proposal-Page 5.of 15 CONSTRUCTION CONTRACT This Contract is by and between: Andre and Kathy Farah referred to as "OWNER", and Red Tail Construction as the "CONTRACTOR" for work at 1116 Salem Street, North Andover,MA.01845 1.CONTRACTOR'S DUTIES—GENERAL a. To direct and control the work contracted for in accordance with the terms of this CONTRACT and all applicable codes,laws,and regulations,and as the building permits issued for this project,if any, require. b. To inspect the site, examine the plans and specifications, if any, and supervise all of CONTRACTOR's employees, and to direct the work of all subcontractors selected by CONTRACTOR. Should the homeowner recommend a specific designer for the new kitchen, Red Tail will "team up" with the prospective kitchen designer so that all dimensions, layout details, and quality of workmanship, are in keeping with the homeowner's goals and objectives. It should be noted that the work related to this project would be completed under Red Tail's permit and license. c.To maintain the work site in a safe and clean condition,to the extent consistent with the CONTRACT. 6/28/2012 Contract Proposal-Page 6'of 15 d.To advise the OWNER promptly if concealed conditions are ascertained which require additional or different work,and to proceed in such event in accordance with this CONTRACT. e. To provide locked storage for any equipment, tools, or other PROPERTY used in the performance of this CONTRACT, unless otherwise agreed in writing. 2.OWNER'S DUTIES—GENERAL a.To provide adequate utilities for the work agreed upon. b. To advise the CONTRACTOR of any condition of the PROPERTY which affects CONTRACTOR's ability to perform. c.To provide secure storage areas for materials delivered to the work site. This simply means that we will ask to store construction materials and supplies on your site-,mostly in the backyard. It is recommended that we have the ability to store some tools in the lower level of the new basement area when this area is created. When doors, windows, cabinets, and generally anything of value, require storing on site, we'll ask if we can use the garage bay area for temporary and a more secure storage area. d. OWNER shall be entitled to make periodic inspections of the work site, provided such inspections do not interfere with the work and can, in the judgment of the CONTRACTOR, be made safely. Any other entry onto the construction site shall be at OWNER's risk. (�IOWNER shall notify his insurance agent of the execution of this agreement and obtain any necessary riders to is current coverage or any locally customary forms of coverage, such as builder's risk, to cover OWNER's interests and liabilities during the construction process. f.To perform no work on the project without a written agreement with the CONTRACTOR. g. To make no agreements with any trades person, subcontractor, or CONTRACTOR'S employees outside the scope of this CONTRACT without the written consent of the CONTRACTOR. 3. MATERIAL SUBSTITUTION CONTRACTOR reserves the right to substitute other materials, products and/or labor of equal or superior quality, utility, or similar color. This simply means that if 2X10s are not available on the market,then we'll use 2X12s for example. This type of flexibility in the field allows your project to continue on expected timelines rather than stop the project and wait for a precise material to become available. There will be no sub-standard materials or products used at any time during the scope of your project. 4.DELAY CONTRACTOR shall not be responsible for delays caused by events beyond the control of the CONTRACTOR, including but not limited to: strikes, war, acts of God, riots,governmental regulations and restrictions. Delays caused by OWNER's failure to make allowance materials selections or caused by the performance by CONTRACTOR of extras or necessary work(as described in Paragraph 6)shall likewise be excusable delays. 6/28/2012 Contract Proposal-Page 7 of 15 S.INSURANCE CONTRACTOR agrees to maintain all necessary forms of insurance to protect the OWNER from liability for any occurrence arising from the performance of this Contract. The OWNER requests copies of the CONTRACTOR'S general liability insurance binders showing at least one million dollars of coverage;the binders must include the OWNER'S names to indicate protection for the work done under this CONTRACT. CONTRACTOR agrees that he shall cover his own employees for worker's compensation and carry general liability insurance, and that all forms of insurance referenced herein shall be with reputable companies licensed to do business in the state where the project is located. 6.HIDDEN.CONCEALED and UNFORESEEN CONDITIONS a. The parties agree that in the event CONTRACTOR discovers a hidden, concealed or unforeseen condition requiring an extra cost that they shall proceed as follows:The CONTRACTOR shall notify the OWNER verbally to expedite agreement as to any charge necessary to correct or cure such condition, and provide a written Work Order(as described in paragraph 7a) as soon as practicable.The parties must agree to such extra charges, or agree to a resolution method,or this CONTRACT may be cancelled by either of them. b. For purposes of this section, a "hidden, concealed and unforeseeable condition" shall mean a condition not readily observable to a prudent CONTRACTOR inspecting the subject PROPERTY for theose ur of performing P P P g this Contract. Examples of such conditions can include, but are not limited to; rot under siding; ledge below grade; pre-existing plumbing or electrical work not performed to code and pre-existing mold. c. Any change in the WORK required by building officials assigned to this project, including structural and/or any environmental hazards will be billed as an EXTRA charge to this CONTRACT and paid for by the OWNER as a Work Order. CONTRACTOR may cease operations if OWNER refuses to pay. Red Tail at a MINIMUM adheres to the Official Massachusetts Building Code Blue Book,for all code related and acceptable building standards per the State of Massachusetts. The local building departments are required to simply enforce those standards,yet no more than those standards. Red Tail has not had any negative experiences in this domain,and typically confirms any ambiguous areas of a project with the local building department prior to proceeding with construction areas that may become suspect. If any segment or parts of your project are not completed in accordance to code,then it is Red Tails responsibility to remedy the suspect area into code compliance. The Building License and Home Improvement Contractors License,held by Red Tail, each ensure that Red Tail is knowledgeable with and compliant with Massachusetts State Building Codes. 7.EXTRAS a. Any extra work or materials desired by the OWNER shall be agreed upon in writing and such extras shall become a part of this CONTRACT as if fully set forth herein.Unless otherwise agreed,extra work shall be paid for as performed. b. CONTRACTOR shall advise OWNER, at the time of agreement on an extra, as to any additional time required to perform this CONTRACT. S. ESCALATION CONTRACTOR reserves the right to pass on additional costs to OWNER resulting from the escalation of the cost of lumber or lumber byproducts. This cost may be passed on only, if after the CONTRACT is signed but before 6/28/2012 Contract Proposal-Page 8 of 15 the construction commences, an increase in lumber costs is experienced.The CONTRACTOR must substantiate the change with evidence of the difference between lumber costs at the time of the CONTRACT and lumber costs at the time of construction. Only direct cost differences may be passed on, no allowances for overhead and profit shall be included.Any additional costs will be collected per Work Order(as described in paragraph 7a.). G�9.EXCESS MATERIALS ON SITE CONTRACTOR routinely stores extra materials on site to improve efficiency and reduce the likelihood of running out of stock in the middle of a task. Unless otherwise specified in writing all excess materials on site at the end of the project are the PROPERTY of CONTRACTOR_ 10.SUBCONTRACTORS a. CONTRACTOR shall select subcontractors as required to complete this CONTRACT.OWNER acknowledges that subcontractors will do various portions of the work. Any subcontractor selected by the CONTRACTOR shall have all requisite licenses for the work to be done by such subcontractor. b. It shall be the duty of the CONTRACTOR to use reasonable care in the selection of subcontractors. Absent objectionable performance by any subcontractor, the selection of subcontractors shall be an exclusive right of the CONTRACTOR.The CONTRACTOR shall require all subcontractors to have workman's compensation and liability insurance in force. c. CONTRACTOR shall pay subcontractors in a timely manner and obtain from subcontractors any necessary documentation required to release their liens, if any, as the work proceeds: Red Tail will provide the homeowner with copies of lien releases. 11.TERMINATION AND CANCELLATION The CONTRACTOR may terminate and cancel this CONTRACT if any payment called for hereunder is not received as scheduled, provided that notice is given to the OWNER as provided below. Upon such termination, the CONTRACTOR shall have all remedies provided by law,including such lien rights as then apply. The OWNER may terminate this CONTRACT upon the following conditions: ��.h4 TA a. Failure of the CONTRACTOR, or his subcontractors, to pursue the work contracted for, absent excusable delay, as provided in Paragraph 4 above, for a continuous period of seven (7) days, without a written agreement permitting same,such agreement may be satisfied by a single notation to this CONTRACT. b. Failure of the CONTRACTOR to rectify any condition for which building code enforcement authority has issued a citation of violation notice, within seven (7) days notice of such violation, unless OWNER and CONTRACTOR otherwise agree. c.Any other failure to perform this CONTRACT required by the terms of this CONTRACT. 6/28/2012 Contract Proposal-Page 9 of 15 d. No termination shall be effective unless 5 days notice of OWNER's intent is given as required below, during which time the default may be cured by the CONTRACTOR. . Deposit monies - Cancellation of this CONTRACT prior to the commencement of work shall result in the forfeiture of any and all deposit monies collected. All deposits are non-refundable. The parties hereby agree that upon such cancellation, the CONTRACTOR shall suffer damages including but not limited to the cost associated with designing and preparing the project for commencement. f. You may cancel this agreement by observing the requirements of The Notice of cancellation you have received. Red Tail will at contract signing provide you with a Notice of Cancellation document. This gives you a 3-day right of rescission period should you change your mind after signing the contract. g. If a dispute arises out of or is related to this Contract, or the breach thereof, the parties shall endeavor to settle the dispute first through direct discussions. If the dispute cannot be settled though direct discussions,the parties agree the dispute shall be settled by arbitration administered by a mutually agreeable Alternate Dispute Resolution provider; absent agreement to an ADR provider,the American Abitration Association will be used. In the event that arbitration is necessary,the parties agree that arbitration proceedings shall be conducted by a mutually agreed on arbitrator in Middlesex County, Massachusetts. if the parties cannot agree on an arbitrator, either party may file a written demand for arbitration in accordance with the rules of the American Arbitration Association. The arbitration award shall be final and judgment on the award may be entered in any court having jurisdiction thereof. This CONTRACT shall be governed and interpreted in accordance with the laws of the State of Massachusetts. The parties acknowledge that this agreement to arbitrate shall be governed the Massachusetts Statutes- MGL c. 142A. Either party may, without waiving any remedy under this CONTRACT, seek from any court having jurisdiction any interim or provisional relief that is necessary to protect the rights or PROPERTY of that party, including but not limited to the right to seek liens or attachment. The prevailing party in any dispute arising out of or relating to this CONTRACT or its breach that is resolved by a binding dispute resolution process shall be entitled to recover from other party reasonable attorneys'fees, costs and expenses incurred by the prevailing.party in connection with such dispute resolution process. Andre an Ka by Farah Steve McCullough— caner Red Tail Construction Notice: The signature of the parties above constitutes an acknowledgement of the agreement between the parties to alternative dispute resolution. Massachusetts consumers may have the right to initiate alternative dispute resolution even where this section is not signed by the parties. h. Unless otherwise agreed in writing, CONTRACTOR shall continue the WORK and maintain the agreed work schedule during any dispute resolution proceedings. If CONTRACTOR continues to perform, Owner shall continue to make payments in accordance with this Contract. 6/28/2012 Contract Proposal-Page 10 of 15 12. ENVIRONMENTAL HAZARDS a. The CONTRACTOR is NOT responsible for the inspection, discovery, abatement or removal of any environmental hazard including, but not limited to:asbestos;mold; lead; radon;ground water or environmental pollution at the work site, unless specifically covered in the specifications. b. In the event that any hazardous material is discovered during the course of construction, the testing, abatement and/or removal shall be shall be the sole responsibility of the OWNER. c. Any additional costs incurred on account of suspension of the construction or changes to the specifications due to a hazard or its removal are the responsibility of the OWNER and will be handled by a Work Order. d. In the event that work does not resume within 30 days of the stoppage, OWNER agrees to immediately pay the CONTRACTOR the pro-rated amount of the CONTRACT price applicable to work done up to that point pursuant to the Contract. WARRANTY OWNER warrants that as of the date of this CONTRACT: (1) the PROPERTY (including the land, surface water, ground water, and improvements to the land)is,and will continue to be,free of all contamination,including(a)"oil,petroleum products,and their by-products"(b)any"hazardous waste"as defined by the Resource Conservation and Recovery Act of 1976,as amended from time to time,and regulations promulgated thereunder,(c)any"hazardous substance"as defined by the Comprehensive Environmental Response,Compensation,and liability Act of 1980,as amended from time to time,and regulations promulgated thereunder,specifically including asbestos and mold;and(d)any other"hazardous substance" (2) the PROPERTY is in compliance with all environmental laws and regulations;and(3)there are no underground tanks on the PROPERTY INDEMNITY OWNER expressly acknowledges and agrees that it will reimburse,defend,indemnify and hold harmless CONTRACTOR,all Sub-contractors, their successors, assigns and employees from and against any and all liabilities, claims, damages, penalties,expenditures, losses or charges(including, but not limited to,all costs of investigation, monitoring, legal fees, remedial response, removal, restoration or permit acquisition) which may, now or in the future, be undertaken, suffered,paid,awarded,assessed,or otherwise incurred as the result of: (a)any contamination, existing in, on, above or under the PROPERTY(including, but not limited to,contaminated soil, mold,buildings,facilities and/or ground water); (b)any investigation,monitoring,clean up,removal,restoration,remedial response or remedial work undertaken on the PROPERTY;and (c) OWNER'S breach of any warranty given herein. 6/28/2012 Contract Proposal-Page 11 of 15 13.WARRANTIES a. The work of the CONTRACTOR, including materials and labor,shall be under warranty for a period of one (1) year,,during which period CONTRACTOR shall at its own expense correct any defect arising from its work unless it is a non-warrantable condition.The warranty period begins at the end of the Completion of Punch list stage. b. Any and all warranties for appliances or mechanical systems shall be delivered to OWNER as the CONTRACTOR receives them. c. Notwithstanding any manufacturer's warranty of any component, appliance, or system, no action may be brought against the CONTRACTOR on this CONTRACT for the performance of this work, except as provided above. 14.SEVERABILITY If any portion of this agreement is found invalid or unenforceable by any court, the remaining provisions shall remain in force between the parties. 15. ENTIRE AGREEMENT This CONTRACT consists of the documents defined herein, and constitutes the entire agreement of the parties. it can be modified only by a written document. OWNER acknowledges that he has read and received a legible copy of this agreement signed by CONTRACTOR, before any work was done, and that he has read and received a legible copy of every other document that OWNER has signed during the negotiation of this Contract. SUBMITTED: 3h-) DATE; 7,/ Steve McCullough Red Tail Construction ACCEPTED: DATE: Andre and Kathy Farah Sectl®n III 6/28/2012 Contract Proposal-Page 12 of 15 Attached Booklet I to the Contract/Proposal for Andre and Kathy Farah Job Specifications 6/28/2012 Contract Proposal-Page 13 of 15 Subsequent to contract signing a set of framing and building plans will be completed. These building plans will be used for permitting, and will further illustrate details of the proposed structure:timber sizes, rough opening dimensions for doors and windows,window and door schedule,beam sizes,and elevation views. The specifications below outline your entire project as priced in this proposal.If there is work that you want performed and it is not lIsW in this proposal it is not included and you have not paid for it in the contract price. Please review these specifications carefully. * I Client initials The next page narrates the scope of work: 6/28/2012 Contract Proposal-Page 14 of 15 6128/2012 Specs for project: Excavate for new Concrete Frost walls for bump-out;create a"rat slab"concrete crawl space under the new bump-out area;create an access door from the exterior so that it can be used for storage if desired. Demoand'Remove part of the structure:where bump-out be;,update:and'Weekl'.plans and designs as needed;update.:.plot:plan if required by building department-. e New Bump-out siding and the New bump-out roofing;also re-roof all ebsting as well as the bump-out vinyl siding of the bump-out match the existing structure. New roofing will be asphatt 3=fab shingles and the ebsting roof shingles will be stripped and new shingles applied to the ebsbng roof; note: if there is roof sheathing rot or fascia or soffit rot we will recommend a solution along with a price prior to covering it up with new shingles. Typical costs of the roofing sheathing will be approArnately$78.00 per sheet of new plywood required;typical fascia/soffit rot will be approximately$80.00 per 16'section needing to be replaced;if the gutter needs removing and reinstalling the cost will be an additional $48.00 per 16._.sectiom, Dumpsters on Site for debris removal and haul excess dirt;leave rough grade end of project e New Bump-out siding and the New bump-out roofing;also re-roof all e)asting as well as the bump-out; vinyl siding of the bump-out o match the ebsting structure. New roofing will be asphalt 3 tab shingles and the ebsting roof shingles will be stripped and new shingles applied to the ebsting roof, note: If there is roof sheathing rot or fascia or soffit rot we will recommend a solution along with a price prior to covering it up with new shingles. New Hardwood floors per discussions:remove the existing finished boors(hall, bedroom,living room areas, kitchen)and re-secure sub-floors to the framing and install 2.25"red oak or white oak hardwood floors in these area;2 coats of clear polyurthane.Alos in the basement vie will add framing support where there are undersized floor joists that are 24"O.C. kall new vinyl interior and exterior mulled double hung window in the new bump-out addition area—where the new eat4n kitchen ill be; also a new 9-lite style hinged door as access to the new addition; ;in the budget for this contract is also a new triple ent for sink area,plus a new double hung in the master closet area per discussions. There will also be a new front door with a ide light installed at the main front entrance stair area for the new entrance area for new bump-out see the"Allowance section"on page 5 of this contract d in this projects scope of work is an LVL beam for the kitchen area and Engineer stamps as required for the town's approval; ll new kitchen cabinets and we will create new storage area with storage efficiencies as one enters the new addition—this wig of a small efficiency for hanging coats,and storing of foot ware; we can also add a large pantry styled cabinet of the cabinet material for can goods,etc. rrecessed on throughout new bump-out,vapor barriers,high density insulation where required to create air barrier and gain code R Value ard and skim coat/mud for new bump-out and all affected areas. new bedroom closet per discussions;relocate entrance to bedroom per discussions--move door to the end of the hall area,2 essed lights in bedroom,new front entrance closet near front entrance to house, new lights in bathroom, new white acrylic in bathroom,new small linen closet for bathroom---TBD where but will be customized to fit into that space,new tiled floor, new lights in living room areas;removed paneling in front room and create painted walls;create level floor in that living room area ussions. New central A/C throughout the eAstin spaces New FHW heat bops connected to the e)asting zone and existing boiler unit for the new bump-out areas;project includes all rough and nish plumbing and electrical; the fixtures for both are listed as allowances on page 5. 6/28/2012 Contract Proposal-Page 15 of 15 REScheck Software Version 4.4.2 Compliance Certificate Project Title: Andre Farah Bump-out kitchen remodel Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating.Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 1116 Salem Street Andre and Kathy Farah Steve McCullough North Andover,MA 01845 1116 Salem Street Red Tail Construction North Andover,MA 01845 733 Turnpike st unit 192 North Andover,MA 01845 .978 273-4397 . . Compliance:16.7%Better Than Code Maximum UA:42 Your UA:35 The%'Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a miriimum-code home. • //��'+j� • i Ceiling 1:Flat Ceiling or Scissor Truss 140 30.0 6.0 4 Wall 1:Wood Frame,16"O.G. 200 15.0 6.0 7 Window 1:Vinyl Frame:Double Pane with Low-E 36 0.180 6 Door 1:Solid 21 0.180 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 140 30.0 0.0 5 Crawl 1:Solid Concrete or Masonry 100 0.0 6.0 9 Wall height:4.0' Depth below grade:3.0' Insulation depth:3:0' inside below-grade depth:1.0' Compliance Statement: The proposed building design described here is consistent with the building 4ans,specifications,and other calculations submitted with the permit application.The proposed building has been des' ed to a 2009'IECC requirements in REScheck Version 4A.2 and to comply with the mandatory requirements'listed in th Sch spection Checklist. Name'-Title u Date Project Notes: Bump-out of approximate)66",crawl space rat slab;Kitchen Remodel Project Title:Andre Farah Bump-out kitchen remodel Report date:08/13/12 Data filename:C:\Documents and SettingslMelDesktop\Andre Farah Energy Envelope.rck Page 1 of 4 N 1 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-6.0 continuous insulation Comments: Above-Grade Walls: Wall 1:Wood Frame,16"o.c.,R-15.0 cavity+R-6.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: Window 1:Vinyl Frame:Double Pane with Low-E,'U-factor:0.180 For windows without labeled U-factors,describe features: , #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.180 Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Crawl Space Walls: ❑Crawl 1:Solid Concrete.or Masonry,4:0'.ht i 3.^0'bg/3.0':ext.insul/1.0'inside bg depth,R-6.0 continuous insulation Comments: Exposed earth in unvented crawl space foundations is covered with a continuous vapor retarder(less than or equal to 0.1 perm).All joints of the vapor retarder are overlapped by,6 inches and are sealed or taped with edges extending at least 6 inches up the stem wall and securely attached. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. (j Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers.and then-nal barrier:installed on outside of air-permeable insulation and,breaks or joints in the airbarrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Project Title:Andre Farah Bump-out kitchen remodel Report date:08/13/12 Data filename:C:\Documents and SettingslMelDesktoplAndre Farah Energy Envelope.rck Page 2 of 4 i (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (17 Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showersitubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 0 Materials and equipment are identified so that compliance can be determined. ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values.and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: F-I Building framing cavities are not used as supply ducts. Q All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 1'81A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible ductconnection exists,mechanical fasteners.can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough=in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: i] Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title:Andre Farah Bump-out kitchen remodel Report date:08/13/12 Data filename:C:\Documents and Settings\Me\Desktop\Andre.Farah Energy Envelope.rck Page 3 of 4 . .. 2009 BICC [energy Efficiency Certificate MM%MQM@ mew Ceiling/Roof 36.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): .. =Q WOMN Window 0.18 Door 0.18 NA . — -OVU00M MOM Heating System: Cooling System: Water Heater: Name: Date: Comments: ®Boise Cascac®ouble 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam1...B22 Long Header BC CALC®3.0 Design Report-US 1 span I No cantilevers 10/12 slope Thursday,August 16, 2012 Build 440 File Name: BC 12148.13CC Job Name: r Farrah Residence Description: B22 Long Header Address: 1116 Salem St Specifier: Dan L Gelinas PE danigelinas@comcast.net City, State,Zip: North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC Customer: Red Tail Design-Build ; Steve McCullough Company: 579A North End Blvd Salisbury MA 01952-1738 Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-5160] Connection Diagram Disclosure u d Completeness and accuracy of input must be verified by anyone who would rely'on a output as evidence of suitability for • • . particular application.Output here based C on building code-accepted design • • • properties sta lat on o BOISEsis n nengineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2%=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTm ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTM SIMPLE FRAMING Calculated Side Load=30.0 plf SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' VERSA-STRAND®,VERSA-STUD®are point loads, please consult a technical representative or professional of Record. trademarks of Boise Cascade,L.L.C. Install Screws with screw heads in the loaded ply. Concentrated loads are not considered in side load analysis. Connectors are: SDS 1/4 x 3-1/2 i P I .'AT, DANIEL L. � f ... a STFitiCTURAL No,.3;�' 4 s t Page 2 of 2 ®Boise cascaOouble 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1...B22 Long Header BC CALC®3.0 Design Report-US 1 span I No cantilevers 0/12 slope Thursday,August 16, 2012 Build 440 File Name: BC 12148.BCC Job Name: Farrah Residence Description: B22 Long Header Address: 1116 Salem St Specifier: Dan L Gelinas PE danigelinas@comcast.net City, State, Zip:North Andover, MA 01845 Designer: Gelinas Structural Engineering LLC Customer: Red Tail Design-Build ; Steve McCullough Company: 579A North End Blvd Salisbury MA 01952-1738 Code reports: ESR-1040 Misc: phone 978.3465.6436[fax 978-465-5160] &iso a . W Ell T150 Mal 16-00-00 B0,3-112" LL 630 lbs 61,3 112" LL 630 lbs DL 895 lbs DL 895 lbs Total Horizontal Product Length=16-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% 1 wall Unf.Area(psf) L 00-00-00 16-00-00 0 10 06-00-00 2 Reaction from B21 Short Ceil...Cone. Pt. (Ibs) L 08-00-00 08-00-00 1,260 680 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,627 ft-lbs 69.0% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1,450 lbs 22.9% 100% 1 1 Left be verified by anyone who would rely on Total Load Defl. U264(0.706") 90.9% 1 1 output as evidence of suitability for Live Load Defl. U54$(0.34") 65.7% 1 1 particular application.Output here based on building code-accepted design Max Defl. 0.706" 70.6% 1 1 properties and analysis methods. Span/Depth 19.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" _ 1,525 lbs n/a 16.6% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 1,525 lbs n/a 16.6% Unspecified BC CALC®,BC FRAMER®,AJST"', ALLJOISTO,BC RIM BOARDT'" BCI®, Notes BOISE GLULAMT"',SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade;L.L.C. Fastener Manufacturer: Simpson Strong-.Tie, Inc. OF 41,4' DAINIEL L. 1k ,IAL Page 1 of 2 � � NEW RIDGE DEAM AE30VE ty �j r i I L^ existinq bears abo ill` 1 0' I� n �110 N 11 Cl v. tCO , z N ril QCUNAS STRUCTURAL CNG(WRtNG LLe SA I/Vw �^ Daniel L. Gelinas, P.E. _ 579A North End Blvd. Salisbury, MA 01952-1738 �' P646 -- Phone 978.465.6436 (Fax 5160)