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HomeMy WebLinkAboutBuilding Permit #369 - 43 MAYFLOWER DRIVE 10/31/2006 TOWN OF NORTH ANDOVER p10RTh APPLICATION FOR PLAN EXAMINATION o`tt�Eo o� 10- _ A y Perm2I NO NO: Date Received (�` i 1 A .pq0 ATED Date Issued: 7�SS CH SS IMPORTANT:Applicant must complete all items on this page LOCATION 010' SS*t-4t-% V. 3) '. / Print PROPERTY OWNER Print MAP NO.: 10'2 g PARCEL: !C¢ ZONING DISTRICT: II TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE .01 Residential Non-Residential Y'New Building ?One family ❑Addition ❑Two or more family ❑Industrial ❑Alteration No. of units: ❑Repair, replacement ❑ Assessory Bldg ❑ Commercial ❑Demolition ❑Moving(relocation) ❑ Other ❑ Others: ❑Foundation only DESCRIPTION OFWORKTO BE PREFORMED_ !�i O w O # .1%/V(s-�-c �'1,�I+�[i L t( o roc 6'f�- Identification Please Type or Print Clearly) OWNER: Name: KPo�LuHNG, 1G . Phone: Address: Is 38 Tt,eW�.'k� ��, �a� �wdo✓e�e� l�wlr4 9 /BLEs Cest(, CONTRACTOR Name:��"'.1 �'"'<<` C Cs 6 o O q V� �'� �-a., Iy�t �"�- Vd �Oye� V�'V( Address: 4 IQ ©18ff g Supervisor's Construction License: © 753 43- Exp. Date: /3 ��F �o 4F Home Improvement License: Exp. Date: ARCHITECT/ENGINEER6),So LL. Cte��►• 'C S Name: Phone: 71 1 `aY(* &7 yr �� � Address:r,7D( (ZdCrp_w��+e� !�?. ���P keg.. No. FEE SCHEDULE:BULDING PERMI :$12.00 PER$1 0.00 OF THE TOTAL ESTIMATE CO T¢AS�ON$125.00 PER S.F. Total Project Cost S FEE:$ y Check No.: dq Receipt No.: / Page W4 4 TYPE OF SEWERAGE DISPOSAL Swimming Pools ❑ ❑ Public Sewer Tanning/Massage/Body Art Well Tobacco Sales ❑ Food Packaging/Sales [I❑ Permanent Dumpster on Site ❑ Private(septic tank,etc. ❑ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund 02 Signature of Agent/Own 001•l - Signature of contract I �u Plans Submitted dans Waive ❑ Certified Plot Plan St mped Plans THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING& DEVELOPME T., L o L COMMENTS t DATE REJECTED DATE APPROVED V' CONSERVATIO ❑ ] L �� `- COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS FIRE DEPARTMENT - Temp Dumpster on site yes ci no Fire Department signature/date COMMENTS Zoning Board of Appeals: Variance,Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments O�Z Water& Sewer Connection/Si nature&Date Drivewa Permit /U Building Setback ( Front Yard Side Yard Rear Yard Required Provided �J Re wired Provides Required Provided Dimension Number of Stories: d1 W4Total square feet of floor area,based on Exterior dimensions. Total land area, sq. ft.: )a S�zt� �JyT,PoBu;ptd -M�tG A&W ?A1' O"GiP S r NOTES and DATA— For department use) Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created 1MC.Jan.2006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ 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) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stampthe decision from Board the of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 i Page 4 of 4 I Location 7 ��lfl�u�i� a" �/ r urs f / No. ,., Date �P/�-�/-. ,.ORTp TOWN OF NORTH ANDOVER '�? � • off / (JV 9 ' Certificate of Occupa cy $ ./4y_ 1 ;7s° Building/Frame/Frame Permit Fee $ s�cHust 9 Foundation Permit Fee $ 10 V Other Permit Fee $ / • 11,10 TOTAL $ Check #,&21 — 1 977 1 1361jind Inspector exp C RTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 369 (11/6/2006) Date: October'30, 2007 THIS CERTIFIES THAT THE BUILDING LOCATED ON 43 Mayflower Driver MAY BE OCCUPIED AS Single Familv Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Key-Lime Inc_ 10 Hepatica,Drive North Andover Building In pector t , �,,%ORTH ® Of over No. �_ . 1„I TM . _ -� __ �O LAKE • �ovir, MAss, ,006/40 PF COCHICHEWIct, 1• A ORATED PF1f ; G� �°s k BOARD OF HEALTH P ERMIT T D Food/Kitchen Septic System �® �b BLJIL�ING INSPECTOR C'IOR THIS CERTIFIES THAT.......... /4.. �s F � .................... .... oun tibn �. has permission to erect................ ......... buildings on ........ 5... to be occupie�. ..... / 4e—..... .... .. 0 . .............. .............................provided that the person accepting this ?odes mall i every respect co rm to thg terms of the application on file in this office, and to the provisions of the and By-Laws relating he Inspection, Alteration and Construction of Buildings in the Town of North Andover. P UMBING INSPE OR VIOLATION of the Zoning or Building Regulations Voids this Permit. uVJ ��qx �. PER.MtT EXPIRES IN 6 MONT,HS UNLESS CONSTR�JCTI START ELECTRICAL INSPECTOR Rough s rvice _ 3 `4 -7 k- BL7ILJ�r���}INSPECTOR Final Occupancy Permit Required to Occupy Building - GAS INSPECTOR peg Display in a Conspicuous Place on the Premises — Do Not Remove F0 L 7 a No Lathing or Dry Wall To Be Done FIRE DEPARTMEM Until Inspected and Approved by the Buil ling Inspector. , Burner 1_7114 Street No. SEE REVERSE SIDE,' ,] Smoke Det. � ��` 1 µ INTH Oftt4ao �1�G Ln °Rito 11 `14U APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit# 267 ADDRESS/LOCATION OF PROPERTY : Y3 Map Parcel Lot Number o?3 SUBDIVISION ©24E�//I-F'Ar? DATE REQUESTED FILED/READY FOR INSPECTION /d/�//% CLOSING DATE ON PROPERTY: /// ��o1 FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Permit Issued to: ��� �d � , 'hoc Address SIGNE G� J ROUTING CONSERVATION PLANNING DPW-WATER METER SEWER/WATER CONNECTION NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPw__ )&4r—f"An Signature File: Application for OC form revised Jan 2007 4' 603 Salem Street Nantucket, MA 02554 Wakefield, MA 01880 Tel: (508)228-7909 Tel: (781) 246-2800 NOA-0064 Hayes Engineering, Inc. Fax: (781)246-7596 Refer to File # August 20, 2007 Lincoln Daley, Town Planner Town of North Andover Office of the Planning Department Community Development and Services Division 400 Osgood Street North Andover, MA 01845 RE: Occupancy of Units #23, #24, &#34 Old Salem Village, Rte#114, North Andover Dear Mr. Daley: Units#23, #24, &#34 and the foundations, walks and drives shown on "'Old Salem Village of North Andover Condominium' Condominium Site Plan in No. Andover, Mass.", dated August 10, 2007 by Hayes Engineering, Inc., have been completed substantially in accordance with the Old Salem Village Site Plan titled "Site Plan in No. Andover, Mass", dated October 4, 2004, revised through March 1, 2006, as amended by the plan titled "Layout Plan in No. Andover, Mass", dated April 19, 2004, revised through June 15, 2007. Very truly yours, Peter J. Ogren, P.E., P.L.S. President PJO/mas cc: Key-Lime, Inc. �10RTH °f'"'° • Town of North Andove RECEIVED ° OWN CLERK'S OFFICE ° p Office of the Planning Dep int Community Development and ServIRMAi8h12: 24 �'ss':c►+�s`� 400 Osgood Street North Andover,Massachusetts 01845 TOWN OF http://www.townofnorthandover.4-0 QRTH ANDDV T? Lincoln Daley ASSACHUSE' Town Planner P(978)688-9535 F(978)688-9542 NOTICE OF DECISION Any appeal shall be filed within(20) days after the date of filing this Notice in the office of the Town Date: September 20,2005 Clerk. Date of Hearings: October 4,2004—September 20,2005 Petition of: Key Lime,Inc., 60 Beechwood Drive,North Andover,.MA 01845 Premises Affected: Olde Salem Village, Salem Turnpike,Rte#114,North Andover,MA 01845 Referring to the above petition for a Site Plan Review Special Permit, from the requirements of the North Andover Zoning Bylaw, Section 8.3, 10.3, and 10.31. So as to allow the construction of a total of 37 single and multi-family dwelling units (condominiums) sewer and water extensions, grading and landscaping in the V-R Village Residential Zoning District. At a public hearing given on the above date the Planning Board voted to APPROVE a Site Plan Review Special Permit based on the following conditions: Signed: Lincoln Dale)(, Town Ptamier cc: Applicant Richard Nardella, Chair Engineer/Abutters John Simons, Vice Chair Abutters James Phinney, Clerk Town Departments Alberto Angles Jack Green Richard Rowen, Alernate BOARD OF APPEALS 688-9541 BUILDING 688-9343 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 t REMAND: Site Plan Review-Special Permit Map 107B,Parcels 16&73 Olde Salem Village—37 Dwelling Units September 6, 2005 The Planning Board, by unanimous vote, herein APPROVES the Special Permit/Site Plan Review for the construction of a 37 total single- and multi-family dwelling units (condominiums), sewer and water extensions, grading, and landscaping referred to as "Olde Salem Village". The project is located within the Village Residential (VR) Zoning District on Map 1078, Parcels 16 & 73 and will be accessed off of Salem Turnpike (Route 114). This Special Permit was requested by Key Lime, Inc. 60 Beechwood Drive, North Andover, Massachusetts 01845. This application was filed with the Planning Board on October 4, 2004. The.applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec. 9. The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project involving the construction of a 37 (total) single- and multi-family dwelling units (condominiums), sewer and water extensions, grading, and landscaping located in the Village Residential Zone. On July 19, 2005, the Planning Board approved a Definitive Subdivision for a four (4)-lot subdivision, comprised of 4 new single-family homes known as "Olde Salem Village" Definitive Subdivision. 2. The Zoning Board of Appeals granted a dimensional Variance July 12, 2005 from Section 8, Paragraph 8.5.6.0 (50' distance between structures) for 30' of relief, Table 2, Footnote 1 (100' setback from Route 114) for 40' of relies; and Table 2 (one unit per acre) 2 units per acre of relief fro the 37 units from the requirements of the Zoning Bylaw per Plan. Stated . within the decision, the applicant shall provide landscape barriers, such as spruce trees, to compensate for the decreased distances between units and the decreased distance between units and Route 114. 3. The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided along the frontagee of Salem Turnpike (Rte. 114). The landscaping has been placed so as to enhance the appearance along the frontage of Salem Turnpike (Route 114) and in accordance wit the landscaping and site plans referenced inCondition #24. All plantings and screening depicted on the approved plans referenced herein, shall remain in perpetuity over the life of theJro'ect. P 4. There will be no nuisance or serious hazard to vehicles or,pedestrians. The applicant has demonstrated that (1) thero osed access and egress ess oint from P P p Salem Turnpike (Rte. 114) will not significantly increase traffic flow or volumes and (2) the roadway design provides for adequate traffic flow, safe and enhanced�N safety, pedestrian connections throughout the property; 5. The landscaping approved as a part of this plan meets the requirements of Section 8.4 as amended by the Planning Board, of the North Andover Zoning Bylaw. Page 2 of 8 REMAND: Site Plan Review-Special Permit Map 107B,Parcels 16&73 Olde Salem Village—37 Dwelling Units September 6,2005 6. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed and approved by the Outside Consulting Engineer, Vanasse, Hangen Brustlin, Inc; 7. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw; 8. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The project will for provide for privately owned and maintained water, sewer, and utilities on the property to adequately address the needs of the project. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35, but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDPTIONS: 1. Environmental Monitor: The applicant shall designate an independent environmental monitor who shall be chosen in consultant with the Planning Department. The Environmental Monitor must be available upon four (4) hours' notice to inspect the site with the Planning Board designated official. The Environmental Monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of the project. The monthly reports shall detail area of non-compliance, if any and actions taken to resolve these issues. The designated monitor may not be applicant and/or developer 2. Construction Monitor: The applicant shall designate an independent construction monitor who shall be chosen in consultant with the Planning Department. The construction monitor must be available upon four (4) hours' notice to inspect the site with the Planning Board designated official. The Construction Monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of the project. The monthly reports shall detail area of non-compliance, if any and actions taken to resolve these issues. The designated monitor may ay not be the applicant and/or developer. 3. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a. The final plan must be reviewed and approved by the DPW and the Town Planner and subsequently endorsed by the Planning Board. The final plans must be submitted for review within ninety days of filing the decision with the Town Clerk. b. A bond in the amount of ten thousand $10,000.00 dollars must be posted for the purpose of insuring that a final as-built plan showing the location of all on-site utilities, offsite sewer and water extensions, structures, curb cuts, parking spaces, topography, and drainage facilities are submitted. The bond is also in place to insure that the site is Page 3 of 8 REMAND: Site Plan Review-Special Permit Map 10711,Parcels 16&73 Olde Salem Village—37 Dwelling Units September 6, 2005 accordance with the approved plan. The form of security must be acceptable to the Planning Board. c. The applicant must supply a copy of the approved Massachusetts Highway Department permits necessary for construction of the site to the Planning Department. 4. Prior to the start of construction: a. A construction schedule shall be submitted to the Town Planner for the purpose of tracking the construction and informing the public of anticipated activities on the site. b. A site opening/erosion control bond shall be posted (per agreement with the North Andover Planning Board) in the total amount of five thousand ($5,000.00) dollars for the purpose of covering any contingencies that might affect the public welfare such as site-opening, clearing, erosion control and performance of any other condition contained herein. The Guarantee shall be in the form of a check made payable to the Town of North Andover escrow account. c. During construction, the site must be kept clean and swept regularly. d. It shall be the responsibility of the developer to assure that no erosion on the site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways, except as normally ancillary to off-site sewer or other off-site construction. Off- site erosion will be a basis for the Planning Board making a finding that the project is not in compliance with theplan; provided, however, that the Planning Board shall give the developer written notice of an such finding n P y g and to days to cure said condition. e. The applicant shall provide the Planning Board with copies of permits, plans and decisions received from all other town boards, commissions or departments. In addition to receipt of these plans, the applicant shall supply the Town Planner with a letter outlining any and all revisions resulting from said permits, plans and decisions received from other town boards, commissions and departments that differ from the approved plans referenced in Condition#24. 5. Prior to FORM U verification (Building Permit Issuance): a. The Planning Board must endorse the final site plan mylars and three (3) copies of the signed plans must be delivered to the Planning Department. The final site plan shall incorporate comments from the Outside Consulting Engineer, Vanasse, Hangen Brustlin, Inc.'s letter dated August 2, 2005. The applicant shall provide confirmation stating all comments have been addressed. b. The roadway must be constructed to at least binder coat of pavement to properly access the residential units. Prior to construction of the binder coat, the applicant shall ensure that all required inspection and testing of water, sewer, and drainage facilities has been completed. Page 4 of 8 REMAND: Site Plan Review-Special Permit Map 107B,Parcels 16&73 Olde Salem Village—37 Dwelling Units September 6, 2005 The applicant must submit to the Town Planner and the Department of Public Works an interim as-built, certified by a professional engineer, verifying that all utilities have been installed in accordance with the plans and profile sheet. C. The applicant shall adhere to the following requirements of the North Andover Fire Department and the North Andover Building Department: i. All structures must contain a commercial fire sprinkler system. The plans and hydraulic calculations for each commercial system shall be submitted for review and approval by the North Andover Fire Department. Plans and hydraulic calculations for each commercial system must also be supplied to the Building Department. d. One certified copy of the recorded decision must be submitted to the Planning Department. 6. Prior to verification of the Certificate of Occupancy: a. The applicant must submit a letter from the architect and engineer of the project stating that the building, signs, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b. The Town Planner shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Town Planner shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Town Planner shall be made at the owner's expense. All site lighting shall provide security for the site and structures however it must not create any glare or project any light onto adjacent residential properties. c. The commercial fire sprinkler systems must be installed in accordance with referenced standard NFPA 13D and in accordance with 780 CMR, Chapter 9 of the Massachusetts State Building Code. Certification that the systems have been installed properly in accordance with the above referenced regulations must be provided from both the North Andover Fire Department and the North Andover Building Department to the applicant. Thea applicant must then provide . PP p e this certification to the North Andover Planning Department. d. The applicant must supply a copy of the approved Massachusetts Highway Department permits necessary for access and construction of the site to the Planning Department. Failure to obtain all the necessary Massachusetts Highway Department permits for constriction and access to the site, in strict accordance with the approved plans, will result in denial of an occupancy permit for any and all buildings depicted in the plans referenced herein. In the event the Massachusetts Highway Department requires a change Page 5 of 8 REMAND: Site Plan Review-Special Permit ermit Map 107B,Parcels 16&73 Olde Salem Village—37 Dwelling Units September 6, 2005 in the access/egress other than what was approved in the Chapter 61 Findings, the applicant may submit revised plans as referenced in Condition#24 contained herein. e. Any revisions to the approved signage plans must conform to Section 6, Signage and Outdoor Lighting Regulations of the Town of North Andover Zoning Bylaw and must be approved by the Building Department. All additional permits must be obtained by the applicant prior to construction. 7. Prior to the final release of security: a. The Town Planner shall review the site. Any screening as may be reasonably required by the Town Planner will be added at the applicant's expense. b. A final as-built plan showing final topography, the location of all on- site utilities, offsite sewer network extension, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Town Planner and the Division of Public Works. I 8. The private ways "Olde Salem Village Drive and Hepatica Drive„ referenced in Condition #24, the hydrants, and drainage infrastructure, onsite water and sewer infrastructure, fightin& and pump station will be owned and maintained in perpetuity by the owners and successors of Map 107B, Parcels 16 & 73. The applicant shalt incorporate this condition as a deed re restriction and a copy of the corded deed shall be submitted to the Town Planner and included in the file. 9. For the purposes of this plan referenced in Condition#24, the Town shall not be responsible for providing municipal services including but not limited to snow plowing, snow removal, trash removal, and road maintenance: The applicant shall incorporate this condition as a deed restriction and a copy of the recorded deed shall be submitted to the Town Planner and included in the file 10. Final approval of the Site Plan Review — Special Permit is contingent upon the completion of the sewer network extension reference in Condition #24. Said sewer network extension will begin from the intersection of Summer St. and Salem Turnpike (Rte. 114) to the entrance of Olde Salem Village Drive a distance of approximately,2,500 ft. The developer will bear the full expense of the sewer network extension. 11. Any stockpiling of materials(dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved b the Town Planner. Any y approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Any stockpiles to remain for longer than one week must be fenced off and covered. 12. In an effort to reduce noise levels, the applicant shall keep in optimum working order, through regular maintenance,, any and all equipment that shall emanate sounds from the structures or site. Page 6 of 8 REMAND: Site Plan Review-Special Permit Map 107B,Parcels 16&73 Olde Salem Village-37 Dwelling Units September 6,2005 13. The hours for construction shall be limited to between 7:00 a.m. and 7:00 p.m. Monday through Friday and between 8:00 a.m. and 5:00 p.m. on Saturday. 14. Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die within one year from the date of planting shall be replaced by the owner (by order of the Planning Board all plants, trees or shrubs must be maintained in perpetuity). The replacement plants shall match the size and species as indicated in the landscaping plan. 15. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 16. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 17.No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 18. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 19. All snow storage is to be removed from the site and no snow shall be dumped into the adjacent wetland. All snow storage that is stockpiled, temporarily shall be located in the temporary snow stockpile areas denoted on the plan. Snow storage shall not result in the loss of parking spaces except during prompt removal operations. 20. The construction, operation, and maintenance of an onsite pumping station will be responsibility of the Condominium Association. 21. Any action by the applicant, current or future owner, Town Board, Commission, or Department, which requires changes in the plan or design of the buildings, utilities, landscaping, and lighting as presented to the Planning Board, may be subject to modification by the Planning Board. 22. The Planning Board expects that the project will be built in accordance with the herein referenced plans and specifications and in full accordance with the design elements and features displayed and discussed during the Public Hearings. Any revisions to the plan or design of the buildings, utilities, landscaping, and lighting shall be submitted to the Town Planner for review in accordance with Section 8.3.8 of the Zoning Bylaw. If the Town Planner in his/her sole discretion deems these revisions to be substantial as defined in Section 8.3.8, the applicant must submit revised plans to the Planning Board for approval. More specifically, any modifications or improvements to the approved sewer design shall be submitted to the Planning Board for approval. Page 7 of 8 REMAND: Site Plan Review Special Permit Map 107B,Par c&16&73 Olde Salem Village-37 Dwelling Units September 6,2005 j i 23. This Special Permit approval shall be deemed to have lapsed after September 6, 2007 (two years from the date permit granted) unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 24. The following waivers were granted in determining this decision a. Waiver to construct storm water detention/retention areas with a maximum depth of 4 feet as stated in Section 6.14.3 of the Rules and Regulations Governing the Subdivision of Land In North Andover. The depth of the storm water in the pond would only exceed 4 feet during an extreme storm. Further, space constraints on the size of the pond result in a greater depth of storm water in the pond. b. Waiver to impact the natural slopes exceeding 25% over a horizontal distance of 10 feet as measured perpendicular to the contour as stated in Section 6.24.b of the Rules and Regulations Governing the Subdivision of Land In North Andover. The character of the land is such that there are multiple areas with slopes exceeding 25% as identified in plans listed below. The granting of the waiver allows for an overall better site design layout. The developer will where feasible make every effort to preserve and maintain the natural features of the site. c. Waiver to impact the natural slopes exceeding 33% over a horizontal distance of 30 feet as measured perpendicular to the contour on a tract or parcel of land intended or proposed for subdivision or on a building lot as stated in Section 8.10.1.d of the Town Bylaw. The character of the land is such that there are multiple areas with slopes exceeding 33% as identified in plans listed below. The granting of the waiver allows for an overall better site design layout. The developer will where feasible make every effort to preserve and maintain the natural features of the site. 25. The following information shall be.deemed part of the decision: Plan titled: "Olde Salem Village" North Andover,MASS." Prepared For. Key Lime,Inc. 60 Beechwood Drive North Andover,Massachusetts 01845 Prepared By. Hayes Engineering,Inc. 603 Salem Street Wakefield,Massachusetts 01880 Dated: October 4,2004,revised:6/7/05,7/8/05,7/19/05 Sheets: 1 through 15 Scale: 1"=40' Report titled: Drainage Study - Olde Salem Village, Route 114, North Andover, Massachusetts Prepared for: Key Lime,Inc. Prepared By: Hayes Engineering,Inc. Dated: August 27,2004 Page 8 of 8 • • y REMAND: Site Plan Review-Special Permit Map 107B,Parcels 16&73 Olde Salem Village—37 Dwelling Units RECEIVED September 6,2005 , TOWN CLERKS OFFICE Report titled: Traffic Impact&Access Study 2005 SEP 23' PM`Ig: 24 Prepared for. Key Lime,Inc. TOWN OF Prepared By: Dermot J. Kelly Associates,Inc. N�RTN ANDOYP{i 280 Main Street, Suite 204 M SSAcHue fS North Reading,MA 01864 Dated: March 21;2005 cc: Applicant Engineer i Page 9 of 8 "6 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number.!GS\ 075302 Bi}d�hdd e12/04/1941 9 - y1r�E.ir. #sltr / es-12/04/2006 Tr.no: 5800.0 Exp iW RestrriYct�ed F00 BENJAMIN C OSGOb � 69 OLD VILLAGE LANE j NO ANDOVER, MA 01845 Commissioner { Com :. _ I �.� WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY c INFORMATION PAGE Associated Industries of Massachusetts Mutual Insurance Company Burlington, Massachusetts (800) 876-2765 NCCI NO 26158 POLICY NO. AWC 7013446012006 PRIOR NO. AWC 7013446012005 ITEM 1. The Insured Keylime Inc Mailing Address: 1538 Turnpike Street North Andover MA 01845 (No. Street Town or City County State Zip Code I ❑ Individual ❑ Partnership ® Corporation ElOther FEIN 04-3311218 i Other workplaces not shown above: 2. The policy period is from09/15/2006 to 09/15/2007 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here; MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 1,000,000 each accident Bodily Injury byDisease $ 1,000,000 policylimit Bodily Injury byDisease $ 1,000,000 eachemployee C. Other States Insurance:Coverage Replaced By Endorsement WC 20 03 06A D. This policy includes these endorsements and schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated Total Annual of Annual No. Remuneration Remuneration Premium i i INTRA 285896 SEE EXTENSION OF INFORI 1ATION PAGE 's i Minimum premium$ 500.00 Total Estimated Annual Premium $ 1,128.00 4 As indicated,interim adjustments of premium shall be made: Deposit Premium $ 1,160.00 ® Annually ❑ Semi Annually ❑ Quarterly ❑ Monthly MA Assessment Chg. ;.i $768.55 x 4.1920% $32.00 This policy,including all endorsements,is hereby countersigned by 08/03/2006 'I Authorized Signature Date GOV GOV KIND PLACING CLAIM NAME SAFETY STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP M P Roberts Insurance Agency MA 5645 2 1705 1 Inc WC 00 00 01 A(11-88) 1060 Osgood Street North Andover,MA 01845 Includes copyrighted material of the National Council on Compensation Insurance, I used with its permission. Sep. 11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149 P. 2 Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Unit E -D Report Date:09/11106 Data filename:QWrogram FileslChecklREScheciclkeAimeunitb-rdc Energy Code: Massachusetts Energy Code Location: North Andover,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(NonZfee-hic Resistance) Glazing Area Percentage: 12% Heating Degree Days: 6322 Construction Site: Owner/Agent: DesignedContractor: Old Satem Village Key time Inc J$J Heating&Air Cond North Andover,MA 1538 Turnpike St 17 Arlington St North Andover,MA 01845 Dracut,MA 01826 • + 1 .5%Better ThanCode(UA) • • • - - or ■.. • Ceiling 1.Flat Ceiling or Scissor Truss: 1726 30.0 0.0 60 Wall 1:Wood Frame,16"o.c.: 2520 13.0 0.0 178 Window 1:Wood Frame:Double Pane: 297 0.320 95 Door 1:Solid, 57 0.360 21 Floor 1:Ali-Wood Joist/Truss:Over Unconditioned Space: 1726 19.0 0.0 81 FUmaW 1:FOMW Not Air.96 AFUE Alt Condltloner 1:Electric Central Air:13 SEER Compliance Statement:The proposed building design desodbed here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the RESclivA Inspection Checklist.The heating load for Ihls bulidhhg,and the cooling load If appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shell be no greater than 125%of the d sign bad as specified in Sections 780CMR 1310 and J4.4. �. r'1 8 ' edDesigner ny Name pate Unit E Page 1 of 4 Sep. 11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149 P. 3 i REScheck Software Version 3.7.3 Inspection Checklist Date:09/11/06 C inga: Ceiiing 1:Flat Ceiling or Scissor Truss,R-30.0 cavi insulation Comments: Abov"rade Walls: ffNall 1:Wood Frame,16'o-c-,R-13.0 cavity Inwletion Comments: Windows: Q Window 1:Wood Frame0ouble Pane,V-fator.0.320 For windows without labeled U-factors,describe features: ✓ #Panes_From Type Thermal Break?—Yes No Comments:_'dOb 1"66x4 C2&0 .5�--C.'e t Doors: eDoor 1:Solid,U-fad``.360 Comments: m 4- –Te 1' >=bore: U,t1 or 1:All-Wood Joisvirruss:over Unconditioned Space,R-19.0 cavity Insulation Comments: ting and Cooling Equipment: urnarce 1:Foroed Hot Air.98 AFUE or higher Make and Model Number: Air Conditioner 1:F-19 is Central Kit:13 SE§R or higher Make and Model Number. Air Leakage: OJointS,p9netretions,and all other such openings in the building envelope that are sources of air leakage must be sealed. (j-tlVhen installed in the building envelope,recessed lighting fodurss shall meet one of the fallowing requirements: 1. Type IC rated,manufactured with no penevadons betwaen the Inside of the recessed 11[mro and Calling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2_ T IC rated in a Type acorciance Mdth Standard ASTM E 283,with no more than 2.0 cfrrr0.944 lits air movement from the the conditioned apace to the ceiling cavity.The lighling fbdure shall have been tested at PA or 1.57 Ib3W pressure difference and shall be labeled. V r Retarder. RegUired on the wanTHn winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Beals and equipment must be kientiified so that comply can be determined. Manufacturer manuals for all installed heating and coaling equipment and service water heating equipment must be provided. EL.IRsUlation R-values,glazing U-factors,and heating equipment atTiciency must be dearly marked on the building plans or specifications. Duct Insulation: Unit E Page 2 of 4 -Sep- 11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149 P. 4 El"Ducts shall be insulated per Table J4A.7,1. [�]VOu Construction: ODC :le joints,seams,and oonnections of supply and ralum ductwork located outside conditioned space,including stud bays or joist caditiesl5paoes used to transport air,shell be sealed using mastic and fibrous backing tape Installed eaoording to the menuf iCtUrel'5 installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not ed. grlU HVAC system must provide a means for balanctirg air and water systems. i To rature Controls; al 7stats am required for each separate HVAC System.LA mianuel or autome60 MUM to partially rvWct or shut off the heating and/or cooling input to each zone or floor shall be provided, Heating and Cooling Equipment Sizing: a ated output capacity of it*heatingfcooling system is not greater than 12596 of the design load as specified in Sections 780CMR 1310 and AA. Circulating Hot Water Systems: El Insulate dreulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. H Ing and Cooling Piping Insulation: ar-14VAC piping Conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in TWO 2. Unit Page 3 of 4 � S Sep. 11. 2006 9:44AM J&J HEATING & A/C, INC No. 1149 P. 5 Table 1:Minimum Insulation Thkknm}fpr Circulating Not Water Pipes lnsulatlon Thickness In Inches by Pipe 5taas Heated Water Non-Circulating Runouts Cfrculatlng Mains and Runouls Temperature(•F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2' 170-180 0.5 1.0 1.5 2.0 140.160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insuladon ThlcAmm ibr HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Skes Piping System Types RarLge ff) 2"Runouts V and Less 1.25•to 2.0" 2.61a 4" Heating Systems Low Pressure/Temperature 201,250 1.0 1.5 1.5 2.0 Low Tempmwrg 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) My 1.0 1.0 1.5 2.0 Cooling Systems Chilled WOW.Refrigerant and 40-65 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Unit E Page 4 of 4 . rF SA 1\4 V AO C 114. North Andover., MA a' SULLIVA N ARCHITECTS "cmnmcn= DBSM PLANN NO UN ID CLCCLC�CCI iITLrCrCrZrLI 1 1 TLr7TTItfCICtCrL.1"rLr<S rLl�rCrCILI rrCllr 77721 L711121i L2L1l1LLillili2 r. ^, I�CiIII CCC c LLccciccccr.clLLCL cc LlLccccL ', LCLCLC 117777771717111171 CCCCCLCCCICCCLCCCCCCCCCCCCCCCCCCC lC C 1 7C1 r�r�rlr�r�r�r�r�r�r�r�r�r�r ' lClC1 C7C7C1C1CiCLC7 C7C1 3 3'7� I Ir72S7 T]J�JI 2 - ]117I1IlI,IlI 1r7r7 17 711.1 7 117 C C C C GCCC C C C CCC � 0000 oaoo oaoa a000 a000 000a 00 a ao 0 0 DRAWING LIST ARCHITECT DEVELOPER SITE ENGINEER A0.1 GENERAL NOUS AND SYMBOLS O'SULLIVAN ARCHI'T'ECTS KEY-LIME, INC. HAYES ENGINEERIN�i A0.2 SPECIFICATIONS 201 EDGEWATER DR, STE.215 1538 TURNPIKE STREET 603 SALEM STREET Al FOUNDATION PLAN WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845 WAKEFIELD, MA 0180 A2 FIRST & SECOND FLOOR PLANS Voice (781) 246-1667 Voice (978) 683-3163 Voice (781) 2.46-2800 A3 ELEVATIONS Fax (781) 246-1683 Fax (978) 685-1099 Fax (781) 246-7596 A4 SECTIONS 1 A5 DETAILS A6 FRAMING PLANS I� C(11VC %TPT TCTMAT _QPT 7 O-Or, DOOR SCHEDULE TYPE T N.AMBl32 N YPEo 6 4 1 17 SIOH1GINr3 02 SINGLE Mr-46.1- T-9 6'-8' 1 314 20 MN RAT D W/.S19•P<T.OSING HINGES. I ` - D3 SINGLE WOOD 7i0' 6-8' 13/8' . 04 SINGLE WOOD Z-' 6-B' 13/8 _ . D5 OBL Blf'0.D WOOD (2)7-6 6-8' I VEY ' D6 SLIDER YID 6.O' 6-6 13/4' _ CAW ' . D7 D3.BI-FOLD WOOD CJ)3'-0' 6'-B' 1.3/8'. . . DB.. tiJ.►SEAD MTVNSLL 9-a 6'-8' 13/4 - . _ O LEGE Wn JNSLL- 96 6T$ S MRPL OV65N°AD DOOR W!f-x 1RP1J^aOLt WOOD I O SULL:IVAN ; ARCHITECTS, INC. . .. - 50'-0• ARCHITECTURE DESIGN-PLANNING 16-0' 18 440' V-w 4'-10' 7-0' qq 201 l21CTEWATER DRIVE.BUTE 216 i 13•_3• 9' WAKEFE3D,MASSACHUSETTS 018M . --------------- Tet Q81)24&1887 r-m0(/81)2484583 w .oeUllNenwchttecW.00m 17 OW.CONCRETE I ? FLIID SONOTIIBE,a . . . TO UDISTtIa3®. - u.b epwr,'�nw a er wsm�od mw� . SOIL CfYPJ W/6x6 PT.OOLLAfNG e 2005 ae�m,A Ina (�6VF32,4L.N0T6 N I I j I I ~ pd� L POLDDATIONS A) ALL FOOTINGS SHALL BEAR ON LW STLItS®BOL BASIN^.A MNA�Ll t BeARN6 CAPACITY OI'3.000 Per POLI"PER SOUAR!FOOT). I C -- W THE BOTTOM[3tYATI N.OF EXTERIOR FOOTNBS 04ALL BE A MINIMAL M --- -- . OF 4'-a'BELOW OUfSOE GRADE LOWt37 roOTNCS AS REOIIRlS7 TO REACH' I �) GOOD BEARING ----------------- - -- -1----- --------- -� j --- -' in -fp THOROUGHLY CYOI�PACT TI•!BOTTOM OF M CAVATIONS PRIOR TO ... ,.-. _ _ jr, ICY d)NORETE RID, BEAM IN ALL FtkMAnON WALLS Stall:BE BACK EVETLY ON BOTH SIDES� � I I T F0.ND. TO PiREVE�fT LMAI.ANCED LOADNM - Y 1 .00'-01 W W/ POCI4=T I �-- E ALL BACKFII L' NBWE THE LIL1LDm BHA.I.BE VAU GRAD®GRA I - FTG. I PICAU t Old Salem Village NMCF4 5)Wl THROROU6HI.Y COAPACIED N W LAYERS.ONOTE MATERIAL , •ANOERSBd'2817 BASEMENT I 1 t MAY BE LSED P AOCEDrASLB TO THE 6BD�CAL B•Yd1�L . I , SASH WITH AREAWAY AS ' BEAM F7 All.CONCRETE SHALL BE PLACED N DRY E.GC.AVATIONS PLIVP AWAY I I ��(TTP) _ GROUm WATER AS REOUIRM. w FOR COPSTRUCYION DLRNG wNM POOTvM AND FLOOR SLABS WILL I I I 1I RECUEtE PROTECtICN FROM Ffr�SNG TBMf 192ATLREB AT THE B EARNG I I t r SUI>fACPS[LATE THE BUILDING IS B!Cl.OSED?PD FIATEx - - 1 I I 10'OCNCRETE 1110 2 CONCXRET6 - 1 I WALL O mtwr' A)ALL CONCRETE SIAJJ.HAVE A MNAt.Jh1 COMPRESSIVE STSW 0114 OP � I I T.Q. BEA,,, LINE IFM(TYPICAL) 3,000 PSI AT 28 DAYS ' ' ABOVE POpa T B) MAN"ALLOWABLE SLAP Of`CONCRETE SHALL NOT EXCEED A'. l - _ TOOPP ' -------------------- L I AND BOTTOM PLATE I I Route4 7 11 • C) ALL CONCRETE WOW SHILL CCM-LY WITH A.C.L 6PL�FICATIONS. -- ---------- .- _ T� p e�pg +J �OONCQEiE FOOTNB I 1 �.e9� TYP.CSW DETAI.I 1 ; $ North A dover, MA W ALL�f'Fe OROM STEEL SHALL BE ASTM A615-GRADE 60 AND SHALL , CROP WALL DETAIL®.FABRICATED AND NBTALLw N ACCORDANCE WITH THE LATEST TO TCP OF 1 I 1 A.CL SPECIFICATIONS. M I SLAB FOR # �__ . I t E) WMDED WERE FABRIC(W.YIPJ SHALL ED ASTM A-188.LAP ALL SPLICES < - 1 �� I l' csaDD PSI MN)MW MU 6 1 I MNM1A 9ED�LY FASTEN w.WF N RACE TO PREVONT MOVEMENT DUR , I IOF-1 . I CONCRETE PL.ACeME r._ I L4.0."SLAB � I BEA OF� �APO�R BA�_W/ I � I LM C, ALL HCRRCNTAL RODS ARE CCKnR)OU6 THE LENGTH OF All LAP I MPSI MR)W/6. i I ABOVE I - RR w OVER 6 MN g;ICES SWL BE A6 RBDUIRED POR SBS B'78NSION ePl.10E8 PER llf - I COMP.GRAYS. LATlST AJCJ.ODDS rsaLNrs LxEss oTHelRNneE NL7TE9 ON THE I ; i VAPOR 10110"mow' 1�C( I ; I J i ' Foundation Plan 5TRUCiLRAL pRAWNCS PROVIDE OOratBR RODS 118 DETALED CN 11✓E i I CORP.OVER 61 MR R5 1 caNrrrAaT DaAwNGs I r—'- t I a)PROVIDE A CiEAR COVER F`RCM RMWORONB STEEL TO ADJACENT I � CONCRETE SRPAOEB AS FOLLOWS - 1 BOTTOM Q roars 9' `" M PlRB AND wAi s t V7�T 7 AT"AND LARGER BARS 1= TI.M DE S,,SK 3 SHALL Be 0OPSWeM ACTUAL AO ARE NOT TO BE I ' I b 10041' • � IOC-O' . ' ' AD.u57ED N MTH M DIRECTION , ED ALL REN©RCNO RODS AND W.WP.SWL BE> N PROPOER. , , FCa St 6, Inc. POSITION ON CHAIRS OR BOLSTSES AS MAN.4=ACTUi®BY RICHE D SCREW I I , I T . 10'CONCRETE FPO. j NorthTumplloe MA()1846 ANCHOR 00.OR APPORVED 13GLIA.., I (DROP WALL? Li.T I L------ - ----- WALL OONCRx' _ ) I VELv9 4' , W.00Vr1. ANYY FOOTINWOOD N CONTACT W/CONO.MLIST BE P.T. I LNOTED OW PT i GARAGE ---------� I2 PROVIDE T-Id CONCRETE POLR.USED SECTIONS) L° _-_— ----------� 'L- ---------- --J 1 . 3. TOP Or MAN FOUNDATION WALL AMUM TO BE 100'-0' I # PPA W I - -------------- L- ---------- --4: .. - a �CONCREIE FTG. 4 ---- I 4. FOOTING ELEVATIONS RtPRE99`ITAM1N ALLOWABLE h yq-4 I _- -_ -_J TY . D�THL ALL FTOOTNGS MJST Be RAC®ON UVG1URBEV A __ .b. .. - • SOL OR COMPACTED FILL BUT N NO CASE LESS THAN I nE FROST LINE gEDTFt(4'-0'MN)LOONTRACTOR TO --- _--------.--- T � .. . VERIFY SOIL COPDITTCNS INDLRt ALL POOTEN6S) W .7_ - _ _ .SCALE: AB 9-C M0. 91-6 MO. - - p,�, p.,4. - BELOW GRADE ISSUED/DRA BY 46-0.. 7-20-06 FOUNDAMN.PLAN—UNIT D aevlB®/ ED BY . I Lar D 5 F. 545-06 NM PLOOR 1374 W. ';JOB NO: 04022 . 65DOPD R.00R 1129 Sr. TOTAL- 2497 SP. SHEET NU VBER cAtrAGE 464 SP. I DOOR SCHEDULE ��--- _A—r N.1"E t TYPE MAIL WON NI r—'1 OI 13NTRY 3' 6'-8'. 1314 W/2-17 SIDELIGHTS 0 i — D2 SMGLE MIVRNSt1 3'-0• 6'-9' 13/4 20 MH RATED W/SELF-CLOSING HNGES 'a D3 SINGLE " WOOD zi0' 6-9• 1318- �� ? oa gnp wooD z� 6•B' t3/8 Ds Da BIfOLD WOOD m?6' 6-8' 13/6' O D6 SUD R 6-0' 6-6 13/4• b' - - '' p7 DEL.BH'OLD WOOD m 3'-0• 6' 13/9' - - 0� °I ICIT Da f3JJOEAD MTVW571 3'-0• '-6 1314 - 13'-4'X u•'6• D9 GARAGE A1TL./N6l.L 91-0• 'r-O' z AETAL ovm-ra DOOR W/r-U TRXOOM CL wo I j o. . sI1�1E. r_6 a 13/8 OISU LIVAN, ! ti ARCHITECTS,ECTS, INC. 1 MUD O S i L o Ih,<,�i'`1 loll AFUMEO -DESIGN-PLAMNWO 1 I 201 EDOEWA DRNE•SUITE 216' ; PAN. �'— ---- WAIMFEID• ETTa 01 S'w f O — vs j Tel:(Tal)24&1 Fore(751)248-1583 '!fj . - - www.omAIIv newhlteda.o 1 7 Hbb.tlan� 3 ALT. PARTIAL FIRST FLOOR PLAN— UNIT D p. iW b ,Ae.oul ti.vnNlm pmi.Mond Atdi,ol..ka ? . - O 2008 Archftuob Ino. j .50'-0' . WOOD PALM . .36'ABOVE °�` Old Sal m Village DECK B A4 M AA At GRADE 0 .I ax �� 1 D „ I Roue 114 h • � � ' � ,�� " � L + a 1° North A dover, MA j 4•-O'laSEE'vALL W 1 °I 13!4'X 14-9• I LtVI2r/DWAY " L �AOI " O / W/AD o, ee I Cmow OUNT I1. )�WALL osov�LCFr Ip. ' I � — w/woDD q„ COUNTER , f9R�LACE b X 16-0 IN i 6-0 I ro'-4 3-0 3� 4 8 310 6'-3 3-0 sr ---------- 2zx1o" " 0° - CLM 144 � AB�10 ROM „ uie of I PANAMES$ WOOD , First Second 1PAN" RALM 36•AFF. --- Floor- Plans 1 --- _ Liv M # X 9 K ro YY.L� Kay-L ma, Inc. 1 , i GARAb�'E REO111RES A 1638 Ttar1 s< 1 •- t'°` � or 04 North MA01&16 VM14 5/8'1�6YP. CL 14'-O•X IT-0' I 2 CLNE 01 AR .. 1 I I BEDROOM P I m 20 a a I I Ea I L OF ABOVE A Nf r--_ 1'-V 7-2- Q M —————— v. ----- SCALE As M I n S-aRe 1 I -----------,�, I g as z4 I I LINE aR h I �" a a m fl 77-20-08 BY I I 6-O' SOW I 1 I I OPeN ,.,. . i ClNO NT i i I i SE REVISED/ 18ED BY. I M I 1 1 I I I i III I F1Atr I I h N N I 1 O III O I t+ 9WALL 6'AFAFF. 'P ' ---- ---- -- --- ----� `UAlSTOf•!C 4' PORON� I 1 1 NT D A P. 5.25.06 L- ----- JOB NO: ————————J 3'-Y 3'-9' FIRST FLOOR 1374 aft 4 0402. 17-10' 6-2-. Tom' 3'-4• SECOPD FLOOR 823 SP. 5'-T 4i0' S'-T T•8 6'•10' 9'-B'" 4'-0". T-0' 4'-0' a-0 1Z O SHEET NUMBER �1 SECOND FLOOR- UNIT D TOTAL• . tam sF. 49-0 �� ��_,'� GARAGE 4"S�. �1FIRST FLOOR PLAN-UNIT D 2 .nm■m. - - 5 .mm��l■m1,. _ _ • .mrumri■nori■nul�. .mnuri■nm■mri■am■�. - e — .i■mrl■iurl■irsriamrumri■n. -� �mrl►. 5 .nui■nuwrui■nn�mm■nni■ir�.. _ _ _ :,i�i�itl�i■�.. - ��� (ion _\ ■!■ ■■■ ■■■ ■1E • ��tnm■�mm�:ri■m. ll Ism M _— — =a-- 'SEM mill _311■ Ci■■ =,__, o ■■..• - •. ■■Ism - ■ LwQI ■■— R■! s ME _ �. Q, 114 IL-1 • .• • i •• - A A NEW No .noir._ e - nn■n►n■nui■nnuun, _ _ ,auri■mn. �iinin■nnunm■nui■nur� _ _ _ �r�.r■mri■iun�,. -_ _ _ - ,�iun■moi■nm■nsn■am■nui►. _ -- - _ � _,,ii�mri�nsn■iu�ii%:. _- i� ■■■ _ ■■■ _ ■■■ ■■■ r■i-■l = �■o �■■ I. _ al ■■■ _ = ■■■ = ■■■ ■■■ ■■■ _ ■ INUOU .■ ■■■ O w , ■.■ - _ ■.■ __ RUN _ --- ... �a ■1■ ■■■ Illllillllllllllllllllllllllllllllll e _ �■t yrs ���r�-. its 6 i f I 12 12 6 - 12 10 7 3 � 10 12 BEAM SEE \\ I O'SULLIVAN ' - 16'O.C. � � FRAJdF4G � A R C H I ECTS, INC. PLAN W/R-30 BATT. A - - CtNG.JSTS• \ BEDR M Imo- to �•O,O, �a )1cH)rEc1v .oEekw.w,rrNlrxt a 1 a BEDROOM �^---- - R4 X30�'n' BEDROOM 201 EDOEWA DRIVE,SUITE 216 - 3 CAW — a3 � ( —— — I a3 � wAI�FTI3D. usE7Ts 01660 -11 Tet(781)246-1 FWC pBt)24S-16M R-�( - -- 'Ih d rv�o 6 r- 1 .. www.oeull enerohltec.-te.com SECOM +, .f_ 1 13 1` FLOOR JOISTS j j - _ PLOOR.a1STs AS W�MB�A,7E'T� W/.St3a `-- --- ----.-• RRAMIJG R.MB Rrww/.SEE or ty ryrtrl,ea,mwla. BEAM ter MILL SCE ����� �� pia .iro FRAMING - FRAMING PLANS 2X4 EXTERIOR PLAN M w o WALL rr13 LIVING M lyl 02006 osuw e.droeoralnc. 1 2 CAR FOYER BEDROOOM BATT.INSIL ROOM BATH BEDROOM t � j GARAGE 3: FNST�—_ JL ------------- - .I I 1 -- -- t FLOOR JOISTS I FLOOR JOISTS . - BEAM SE BATT INSLL SEEgyp{{ prt{ W/R-19 MATT _ INSLI_SEE PLAN FRAMNG PLANS a d FRAMING R1VG 3 DIA:KW.IAL1Y ��ITI4PWTE IX�PIN: BASEMENT AM ON 30'X 30'X 7 BAS �*ZQs Old Sa em Village . CONCRETE FOOTING Al . _ TTP.(SW OETAU ( I 1 _ 1 4'CONC.SLAB(.9000 I 1 ( ( A!OONC.SLAB 13000 PSI MN/W/6 I I I MIN)W/6 MIL. I - M11 POLYETFMEM VAPOR BARRIER _ -r Pq-YE)MEM VAPOR W/6X6X 10/10 W.WM REW OVER 6 .-BARRER-W/WX 10/10 18 - MN COW.GRAVE. A MAIN HOUSE SECTION -UNIT D GR°�6"K B -"UNIT D 8oe1.: Route 1 1.4. North A ridover, MA AhL n POST ENDS 10 16 Ae 4-----1QEEWALL TO I I ROOF RAPIERS I - "ED" BEYOND I U n t - N. 1 .p U .✓ VALLEY BMA 4, BEAM SM S e t i o n s. SM FR gLNG.JST% PRAK"PLANS iwoa PLAN _ 30 LOFT BATT.T.INSJL WALL•36 SODOM APP. Key—LIMO, Inc. soFFtr• ;; ~4 6 DI APP. I 1538 Tumpike St CLYAI�API I North ,MA 01845 FOYER DINING ROOM b 14 _ - I SCALE: As Noted MRS ----------------- 1 � 198t1ED/ VVNBY i ---------------- I 1 7-20-08 1 I I 'REVISED/RE ED BY II UNPIN, —=LLj BASEMENT >0 FSHEET 04022 ( —) 4' tS.AB(3000 P61 MIW W/6 pow- POLYEhBEAPOR 9ARRIERR WX6X tOAO,W.WM ROW OVER 6' MIN CONF.GRAVEL MBER SECTION - UNIT D. 4A /�" i WOOD RAFTERS EXTERIOR SIDING —ice WOOD ENTRY DOOR RIDGE VENT WITH WOOD ROOF 6WEATI-IINO MEMBRANE OR P.T.2X6 SNI.OVER cu(SHEATHING BACK MIN r 911161..E COVER BAFFLE VENT,T MIN CLEAR COPPER FLASHING IDING SILL SEALER FROM P_AOH SIDE OP RIDGE'AR SPACE - EXTERIOR WOOD SHEATHING— B-720STAINED Hl+PLiRAIL LNDER LEDGE II ASPHALT SHINGLES WITH ICE WITH AIR INFILTRATION BARRIER 8-720 E OVER LEDGER 3/4'WOOD SJBFiOQR RIDGE BOARD ASPHALT ci . APD WATER WIELD,36'lP � EXTERIOR SIDING � EXTERIOR WOOD ��RAFTERS , S EATHING ROOF AT ALL EAVES 8-777 D BPLIFTER IXH2 PAINTED N-E TRATI N BA AIR WOOD ROOF 8-777 SKIRT BOARD INFILTRATION BARRM42 H.RRICAPE P. METAL FLASHING I%WOOD TRIM WBA6E MOIDNGITH BROSOO�B LIAESTONE IX WOOD TRIM (� :e . SI PSOIN HH2 (OR SP®BASE) FLOOR FRAMING . • METAL DRP r.p- ASPHALT SHINGlE6 OVER SIRE FRAMING WOE ICF AND WATER S OZ ON an 3/4'PLYWOOD WITH PLANS MIO TRIM. O>'3LMV0 J018T6 WOOD 6HEATHMNO CARL ET AND BATT ALTERNATE,METAL ROOFING BRICK BATT NSLATION FACED 1 f .. 2X4 OVER .NSILLATION ILL GUTTER W/ GYPSUM DRYWALL METAL DRIP EDGE,� � '� P.T.D S AC - 0'S U I L I V A N P.T.I/2'SPACERS CEILING OVER IXI2 PAINTED n 6•% ' 4' 1<I'AR SPACE low •I6'O.G _ VAPOR BARRIER 1X4 WOOD TRIM SKIRT BOARD fD IE t3�AR AT [L{ AND IX3 RRRNG EXTERIOR WITH B120SOO 8658 TOP of wa.L A R C.H I T 1 C T S, INC. BL0001" MIO.WOOD TRIM STIR WALL BASE MOLDING •"3 I/r Wood SOFFIT W7T}I ooLeLE TOP. XOR Nvr>zTED REFM To GB•E RAL RIDGE"VENT DETA 11'rWO WOOD SOFFIT VBA( PLATE SPMV BASO NOTES FOR ANCHOR S AgOHRIECTURE., @PLANNING BOLT SPACING scale: 1 1/2'=1'-0' _DRIVE,_ 15 EXTERIOR SID IR - tDawtOR STLID WOOD STRINGER y ..4' °,.1'_ CONCRETE .. W/Al®-IE..D,AMASSACHUSETTS 01 SW - OCTBRIOR WOOD SHE WALL WITH BATT SOLID BLOCKING AT .r-0' - 0� FOLI DAT10N WALL. WITH AMR PFLTRATION BARRIER NSILATHON 24'O.C. " WOOD GYPSLM DRYWALL 1?WOOD SOFFIT VT GAR ' COf�TE FILL. TH) - BOWATER 8MI3D.36'WIDE _ TWww,oe Nanlarch�M®ots.cor� OVER VAPOR RAKE RETURN DETA L' FOLWATTCN WALL ELL. ROOF AT ALL RAKES EAVE DETAIL &GUTTER 2 STAIR DETAIL 4 ENTRY DETAIL As�HAUTSHr>a�s w low pl �—I 1 Soele: 1 12'=1'-0' 3 r ew«�rw re •.IJwa1 Yd cors. scale: 1 1/2-1'O' SDale: 1 1/2'-1_0• t3oale: 1 1/2'-T'o^ a h--no.W—ftn -V mnroy n»im ASPHALT aHINetlme WITH ICE AND WATER - crP�.,uM DRYWALL OVER GYP"DRYWALL OVER - W col wo.olan.e °+ + SMCD.36'IP ROOF AT ALL EAVES - EXTERIOR WOOD VAPOR BARRIER- EXTERIOR SOD WALL. VAPOR B.4f>f2iBt METAL DRP®O)AT % O 2000 O6Y1Mm Ino. WOOD RAFTERS - SHFATI-MNG WITH AIR 3/4'WOOD SLBFLOOR EXTERIOR WOOD '.•/4'W000 Sl6FlOQi M4 WOOD TRIM WOOD BEAM MAINTAIN 2'O.lJHR M BALING IPFILTRATION.BARRIER SHFATWM WITHIN AIR _ SOLID BLOCKING �sryy®4 BEAM E ROOF � iR .6 Y5(B.1 EXTERIOR SIDING PPILTRATION BARRIER 24'O.Q wow ROOF SI-PJHT4"w MEMBRANE OR - .EXTERIOR GOING D00 WOO)TRIMCOPPER FLA94NO JOIST HANGERS INDER SIDM RM JOIST -,APPLE VENT,T AMNL et E L®G82 - uu I/2'WOOD SOP FI77 ROOF RAFFTERSQFAR AR SPACE METAL F.ASHMNGP.T.5/4 DECK OMTEMI R 61DMJG P.T.5/4 DEK BOARDS FLOOR FRAMNG WITH � 4>S� EX 9• FLOOR HAMMER WITH DOIJS,E TOP PLATE BOARDS VAPOR BMRIEiE VAPOR BARRM32 E EXTERI2 OR.VlOODE7C11311UR SRD WALLIV NIP.7:HROOD BATT INSLAT70N WITH SAP®-TOP BATT P45 LATMK SHEATHING WITH _ .BEAM Sts= SE FRAMING PLANS 2X P.T.SILL OVER SEE FRAMING� AR Md'LTRATIONBARRIER . BEAD SLL•� 2x MOOD ELL BOXED OUT DETAIL P.T.JOISTS MOOR FRAMING, ' �TO Gt%iAL 1� - Old Salem Village CR3NG JOISTS AND 'P.T.DECK SIM-SON IMAX BATT N5T,1_ NOTES FOR ANCHOR in DC85 SCOW 1 112'-1'-0'" BATT INS.I.ATION F RAMM* JOIST HANGER u._- .'i .: REFER TO PLANS.� BOLT SPACING X �EOr- GYPSUM I! GYPSUM WALLBOARD OVER - _POST P.T.2X10 LEDGER M MS PEBA R AT � BLOCKING•24'O.C. EXTERIOR SMYNIP • VA WOOD STRAPPING AND IZ'DLN.E�E2 WITH OOD PO T3Ca TFRIPBO_TEA INTO RIM TOP OF WAIL FINNISH GRADE o EXTERIOR W000 I VAPOR BAi32HR JOIST.WITH WA4-t3R5 .tl_ •I�" "�_ PREFER TO GENERAL fD.w5 REBAR AT SHEATHING E AR CONC?ETE F%LLED ZMAX POST CAP 13.SBPDDED IN SEALM(r N07�FOR ANCHHOR TOP OF F XMATION II WOOD RAFA326 AND BATT INNSd,1.ATN0N S> ABU ZMAX DXG SU OVER P.T.DX6 BOLT SPACPIG INFILTRATION BARRIER w'�CONCRETE METAL RlV41AHG . CONCRETE! \ \\ \\ . POST A14CpR SELL OVER SL SEALER tWLlNDAT10N WAIL // -...<. �,,,D ALL E7XiH210R STIR WALL ROOF BEAM DETAIL D CK DETAIL DECK DETAIL 2X WA'�"�'- e s scale. 1 FOUND./WATERTABLE DETAIL �WALL'� Soele: 1 1/2'-1'4' Soele: = r 1'� OVER VAPOR BARRIER scale: 1 12' QYPSLM DRYWALL WOOD SLL OVER.. EXTMOR Wood EXTERIOR STUD EXTERIOR WING BEY" GYPSLM DRYWALL OVER She WOOD RCJ ut� � � 4 P.T.2X6 SU E SELL SHEATHING WITH AR WALL WITH VAPOR BARRIER SLED FLOOR Slaf'HIAOR {.� s�61 WLTRATKON BARRIER BATT M•sLA- T.DXb 50.2 OVER 0 R North 1 Andover, MA COPPERGYP"DRYWALL SILL SEALER 6 U2'AR SPACE AT SOW � � EXTERIOR SIDING OVER VAPOR 1N062 TRM ASTHMA SHNaEB OR AND END OF WOOD W-AM &2s6y B/Wi2182 E TERIOR WOOD WOOD SJ3FLOOR OPTIONAL PREFINIISHFD FLOOR FRAMING NG- METAL ROOFING OVER ICE CONOREM FOLIHMMON TO FLANSINFILTRATION C WATER 9.8HD WALL. WOOD LLMP6ON• T TO CHER FLASHING WOOD HEADER C!LALLY COLLIM14 CAP FRAMING PLANS LD.eSTOPE M WOOD TRIM F ROOF SEFA HIND ! P.T.2KI0 ON 2XS FRAMING . .}. 1 s; 31/7 DIA SCHEDULE IX4 TRIM W000 CASING �H2 1 1 ,1'` M M M M I?S1LRL 0.AlE WITH 40.LALLY 00.LMN V 5/S ANCHOR BOLTS 30'x 30'x rt FOOTING .CONTINUOS SEALANT SHIM� FACE ':s .r ®GE C CONCRETE SAB WITH a).5 REBAR E.W. WINDOW— RE XJIR D' BRICK .a• M4 TRIM t7V6R VAPOR BARRRR P RAMM WOOD OGLING H. v.. •. :: , WITH BATT ANSI.. 1 S _ ° a•. COM.SEALANT E REFER TO RAS 'b• n •• - ° BAf:1�IZ ROD.EA 'S/4 WOOD STOOL ° CD MS REBAR AT NO WOOb SM ALL AROLM•D TOP CF WALL TRIM I?EJ.M W/ WINDOW WOOD APRON oc R@IER TO 08232AL W/ PIB.'S�TREATED ,, N07M FOR ANCHOR )j PLYWOOD YMOOO SEAT i`a-.p •'.a •-�:p.! 'Q 1X4 TRIM GM AS REQJRED :.•.. BOLT 6PACMJG Ot7MINOUS ACER . E%IERIOR STIR r,4' '°.4''; CONCRETE 80FiYT f-q• FYPON COLA81 W8� �all 8. �r1C: WALL TIO BATT gY9 PO1•DAITON WALL North Andover,;MA 01845 s MN /, • \\/ VINYL.SIDING WAHSLLL WITH j II11 WOOD BEAM POCKET DETAIL Til LALLY.COLUMN«DEfAIL.• !/�\\ SHEA'nAIR mo BARR,Ei ° VAPOR arDA'noNwAu "°'� 16 IEXTERI ORYWAL COVER PORCH DETAIL BAJZIRIER 8oale: 1 112'=1'-0' SDBIe: 1 112°-1'-w 19 WINDOW D AIL 1a ENTRY DETAIL(SIDE) 1 xTeRlaa srLD WAIL , - NOM more' Soele:�1 112"-I 8oele: 1 112"-1'-0" � � � ' PROVIDE fD CONTINUOUS 0;1 REBAR AT TOP AND PROVIDE f0 OONTINU0.S•5 REBAR AT TOP AND BATT tai- OVER VAPOR -BAC LL TO BOTTOM OF POLINDATION WALLS AND BACKFILL TO BOTTOM OF FOLPDATION WALLS AND SAG'ICOR . . EXTERIOR WOOD BARRIER fD OONTNlxx18 115 REBAR AT ALL POO'TING6 .FINISH GRADE XD COMMAlOIIS a5 RESAR AT ALL FOOTINGS EXTERIOR SHEATHMq WITH AR FISH GRADE fx�NCrQEIE STUD WALL W TT3 n INFILTRATION BIRZIZBi SLISPLOOR SCALE; AB I d WALL FCONCREETE _ :; .:pR Ir 00w,8L FOADATION 'f I I 10H T GARAQE SpLAASAVOO�O RAFTERS 6(- OXIERIOR 9MMA . WALL I 1=1 VAPOR FRIM MAN �ll—I \\ \ \ \\ PAVEMENT PITCH TO WOOD ROD'SHT`A7HMNG RMI JOIST ISSUED/DRA BY FREE ORA / e. GRAVE.WITH _ BAFFLE VENT,7 MN,CLEAR - 7-20-08 GRAVEL WttH I I_I ..•'9. MR FABMQ FLIER PA9RIC I I=I I 4•. a •.. AIR SPACE METAL FLASHING • . CL AS-HALT 94NGLES WITH ICE 4�7µ'�y� REVISED/ BY DAWFFROOFF=1 I I �• z RIGID - -r,-;--• \\ - .APD WATER SHIELD,36'LP WA7H2TA6llx 8' WITH PROTECTI�_ e ' INSULATION -III— ° e. \\ /h / BOOP AT ALL HAVES BOPRD �� fD 05 REBAk,CON TI WI1H SLOPED TOP t9 115 N?®AR,OONTHN! • •. •.. ,• . AT BOTTOM of I I • W.TNCA E aP, `a DX WOOD BLL ov6R P.r. - ATION — SMHP.'uOH H12 .DX SLL OVER S&L SEALER AT BOTTOM OF -I .. .• ° AND IN FOOT� \ / / .° • / FOLI`DATION .I r a.. ,I I I .�a. �, .n \\ ORP ,.,0 REFER TO GENERAL- AN9 IN FOO _ _ LNDIBtURBI��I1=1 ., .. AT TDI'OP .. \ WOW BEAM WITH JOISTEDGE! J CLING J018T8 NOTES I°m ANCHOR Rn FLOOR LPDISTLAlMT21 III SOL FOLF•DATI n t 6' ACTED TRIHh IHANGL3RG SEE FRAMING PL/R•6 BATT INSULATION. BOLT SPACING W/VAPOR BAYII21tA EE /� DaO TRIM GYPSLM DRYWALL cELNO OVER BATT IASL, JOB NO: 04022 802 I 1-1 I ! "..'•: FOLWATION�RA a'.•• a �•' WALL e. Til. VAPOR BARRIER L.C 1X3 FURRING P'f•MSTX GRADE .. 10 a SEE PR POLI DATION DR '1 d,r•8•, .°.. .•, FLTEPPWRAPFABRIC WITH- -I I ;r'S'• BLOCKING, WRAPPED WITH III—II "' -1 I—II aDO"TOP PLATE PLANS FLTISR FABR _ 10 - VT WOOD SOFFT WITH / R ID w5 SHEET NUMBER -1 I(=1I II 1�I _ CONCRETE ° CONTINUOUS SOFFIT VENT ORENOR STIR WAIL WITH BATT f' / ./ . CONCRETE FOOTMG 13' _—III—III—III=1I 'I�YWA1'-� DOJTE F'oDTNbT 61771 --III—III=,I ISI I—III ►��F�Y�w'A�"-IA INSULATION MON IN INDSTLROM RAGE —II—)11=I I1=I I I lNDlSllfiS:D A�pN 48'S �A.O�E �=1I1-I,� I I I I I I I If Lt•DISIIRBEDWfLL.I. ��Som AR INFILTRATION BARRIER F0.ND`A\TTION'W _ _ _ GYPS1d DRYWALL OYER VAPOR - HO C�N�EIEe WALL H .III=�11=111=1 I I—III—I : ROL SOIL ter+. a.M e•R n rrn r A OI G 1 TCT A PITCH- BEAM� ROOF OOF6E FLOOR FRAMING PLAN FOR SIZE f------ --� f ---------- ------- I f DalI I T ---------- r � , I II j iz BEAM srf ROOF PAMINO PLAN FOR O 'S ULLIVAN I4 L9 Ill X�:LVL EW " ARCHITECTS, INC. BOTTOBEAM T To CO�CT W1 I ARCKTBM iE.MIGN-PLANNING VALLEY BEAM) I 20Y EDGEWATM AFLVE.SUITE 2Y5 I I ./, \\ \\• i WApOEFO D.MASSACHUSETTS TS 01880 - \ \ I 1 —� T-0' ca)W:x We L0. I I ./ \\ \\ I Tit(781)218-1587 Foc(181)26-1589 DROFPeD www.o&A"nar0htb9cte.00m \ �---- _7 L_— --- J _ uw b.oq•.�t.itlbe•a..n.n ---- Lam— -- 1 A1sEcorDFLoaaa.No �-- . - — ICE AND WATER SF89D FRAMING TO BG 900 O 2a08 d&IYven A W- . T7(eMW 36'LP SOFFITS WOOD FRAMNO•E OG. .. - AFD ALONG.VALLEYS L= OTF RMTISE ROOF PLAN AND DORMERS SECOND FLOOR CLING FRAMING PLAN 90OS _ OV82FRAM M BEAM SLE BEconD a CELM JOISTS 16 O ERS. • OX_ - FLOOR FRAMINGSUM U ALL FLOOR JOISTS.RAFT - Ur.C'SS O'T18RINIe N171T�. CD I�4 x IS'LW ROOF PITC/-i - PLM FOR � )t3:X18:LVL VALLEI•BEAM ORAL-IGoE zoos•a . - P'ByEAPARRAOLLYE3GPg YOSSIOTSL1 D.JOISTS. E I.IAdlSL TJO0F18OTI6lBDaATOtOWN PAATRTAilTl10Pla .. a - .. -OC . --=-_ FDR wPROVDEIX3 MD�GPAN BFXQM AT ALL SPANS OVER ---------- ———— ---- VII W-OrOaASBY � Old Salem Village MAKFACTIISt. I - DOLIBLE O�PBiJro8lti OS93NO ETNO�OF ALL 5)PROVIM ZGS OTF-RWO,NWEADERS OT®. AT ALL VWVOWS APD DOORS S . I, I I WALL 63 ALL FRAMEt1fi.LUMM 1000 STRWEL E-u MLuCN BELOW1. . PSA. 7.)UCROUAM 8.VL7,4MALL.AM f W."11.6NSISTRA D I . uv AND-TJVPRO GB',,M ARE RB20TE RM TRADE MAMS. I . FOR FOR . 1 DONT.BEAM SBE CDgBD1lnSECOND FLOOR V0ZS BRAM SEAMS KJST BE BY SUPFLIBR. CLNGF MorsI PI-M i3ASm _ p 91 MANLPACTIItmi"SPEd°ICATIONS RBCARDIND PLAN FOR Sf2E C3)W x 16'LVL ' iso ut{� 4 INSTALLOOD TION LIS LLB FOLLOWED FOR PLL'HJB/` I DROPPED North Andover; MA' 10.)ANY WOOD N CONTACT WITH CONCRETE MJ6T BE I - PRESSUM TREATED S2N8 WALL.. I FaR . N ANY POSTE&GOWN ON BIIADNB PLANS OR PRAMNB BELOW I FrOR PLANS LI�DER BBAM9 SEAM Be OONTNJOU IX BIPPORTEO I TO FOLINDAT)ON WALLS OR OOLLMrC N SA.�NT. - I . R.T BLIl.ON6 DE516N LOADS AM AS FOU:oW9 � FDR FDR FDR ROOF-60 P6F — — ALL SEOOPO FLOOR FW4MN0 - U n I l .,'✓„ MD FLOOR Ol9.No-30 PSP � ALL ROOF F{7AMNe TO DE ——— —_ PLOOR CL Q TO BE 980 WOOD 1'RAATIB . 2D FLOOR-40 PSP 980 WOOD 1'RAMMMC PRAAMI6 PLAN FOR •16'oc.unL�s oTFenFnse . Fu-pXFrtDPwAJ • Lam OnowaSE ovaa�RA>ieo s� NOTED Framing Plans ROOF FRAMING PLAN2 SECOND FLOOR FRAMING PLAN" 4 Bowe:tAP Y•-0' 8oele:,AI'-1�Q C3)P.T.9808 P.T.=O'S S A CION ATOF ii-! - •16 O+C. RZA TR p FOR TW SWNC IUOTLM CONTRACTOR SHALL NOT Key—Elena, Inc. FOR"LOCATION of L'RAMNR awos•17 O.C. 1699 TLmpB(e 9t FOR Nolen ov Ander FAA 01W TIONS EAND HffK*M FDR I�. wom DROPPED SCALE AEeCl... MUED/DRAWN BY COAG7-20-OB. :- CM Al X W4 LVL ©)9005 DROPPED •o•rnn••.orm. DROPPED REVIKID BY FDR JOB NO: .b4022 8 ALL FIRST FLOOR FRAWQ SHEET NUMBER . TO Be 900 WOOD PRAMNB - •16'O.C.UN E85 OTFCRWI W- . NOTED6 FIRST FLOOR FRAMING PLAN � +,` NORTIy Town of t over No. 369 f lej 1A T C, �- - LAKE o dover, Mass., COC MIC KE WICK y�. x,95 RATED BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT.......... �f' Foundation INSPECTOR ..... .... ..• .... ...... ........................................................... .................. BUIL has permission to erect........................................ buildings on .......���...A*0. .Alp�f�.. Air(... Rough w ly to be occupled��.......... �I � ..l ...... ....Q � ..... Chimney e provided that the person accep ing this m shall i every respect co rm to the terms of the application on file in Final this office, and to the provisions of the odes and By-Laws relating he 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 y Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI START Rough .. ....................... Service B LDING INSPECTOR - Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal 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.