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HomeMy WebLinkAboutMiscellaneous - 160 CHRISTIAN WAY 4/30/2018 (4) 1160 Christian Way Extension h d • Lot & Street l.U� �- � Map/Parcel CONSTRUCTION APPROVAL Has plan review fee been paid: S NO Permit# Plan Approval: Date: 02 Approved by:�� Designer: t Tc/L}t.)7"/G Plan Date: Conditions: Water Supply. Town _ _.. Well. Well Permit: _.Driller: Well Tests: Chemical Date Approved Bacteria I Date-Approved Bacteria H Date Approved Plumbing.Sign-Off: -Wiring Sign-Off: Comments: Form"U' Approval: Approval to-Issue: YES NO Date Issued By: Conditions: Final Approval: All Permits Paid? YES NO Well Construction Approval? YES NO Septic System Construction Approval? YES NO Certification? YES NO Other YES NO Any Variance Needed? YES NO FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: SEPTIC SYSTEM INSTALLATION Is the installer licensed? ( YES NO Type of Construction: N'EW REPAIR New Construction: - .-Certified Plot Plan Review YES` ' NO –Floor Plan Review NO Conditions of Approval from Form U AYE NO _Issuance of DWC permit: NO .DWC Permit Paid? -- YES NO . - -DWC Permit# - Installer: Begin-Inspection:_ YES NO Excavation Inspection: Needed: —Passed: Z� _ By: ` ._Construction Inspection: Needed: As Built Plan Satisfactory: YES: b.l Approval of Backfill: Date: p q By: c �� l --Final Grading Approval: Date:/al , By: Final Construction Approval: Date: By: Certificate of Compliance: Approval: Date: AAress C>V LS��,( Title of File Page of Date File Open: Date File closed:_ Doc Document/Action Title Date of _ action Refer to other Purpose of l�ocumo%Act of and notes Document/ document/ fWum. --- Action De artment Board of Appeals — Board of Heal h Planning Board ; Consery Commission — Building Department FORM U - LOT RELEASE FORM IINSTFUCTICNS: This form 's used to verify that all necessary approvals/permits from Eoards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *AFFLICA,NT FILLS OUT THIS SECT1CCNtt " *........ v.E''')-5 ArPL!C �aT Amt V�J \�L—GrS� PHCNE LOCATION: L\sZess&s map IMuf ber PARCE_� SUEDIVISION LOT (S) STRL=T Cv�-_, c4sd "v ST. NUMEER I OFFICIAL USE ONLY '�� RECOMMENDA T IONS OF TOWN AGENTS: �11I �5� AS 11'1'en�� CONSERVATIGN ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE AFPRCVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED q .T 1N FECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS a �3I.�e2�ja < a L bx �►l�y ►'('oa..il FUELIC WORKS -SENE;R/WAT CONNECTIONS DRIVE'NAY PERP411T FRE DEPARTMENT RC:CE!VE, EY EUILDiNG ii`ISPECTCR DATE Revise- 5�9'im Porier Residence Finish Basement l>,10- l-LOv� SP�INK�ctZ 1 Dw;E�� - -- 14'-0' -- ►� SPE WA L4— Concrete Slab 10'-0" Window 6 FT Slide Door Window H2O Heater, r Play Room 13'-0" 11._x„ •\� ■ I 27'-0" - ---- - - - -- -- Garagee Direct Vent ?oAurnace DOOQ Un-Finished -- - Utility Area - �— UP H2O Bi-Fold Access Bi-Fold Panel j\ Closet Storage T. 8'_o„_ ►i Drawing By: Miles Above o Design-Build 25 Feb 2000 9 TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED. M ic SIGNATURE: Building Commissionerfinspector of Buildings Date SECTION 1-SITE INFORMATION I 0 1.1 Property Address: 1.2 Assessors Map and Parcel Number: I CPO CAA�1Is'7rlA A WAq I 5,zN Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided v 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: n Public ❑ Private 0 Zone outside Flood Zone 0 Municipal ❑ On Site Disposal System 0 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT M 2.1 Owner of Record ( -1404A � t"'U2C P1QKJ—1Z I&C) CN21sTIA1\i Wi4J Name(Print) p Address for Service: G ES 5 Sri q 121 Signature Telephone 2.2 Owner of Record: Name Print Address for Service: O Z M Signature Telephone M SECTION 3-CONSTRUCTION SERVICES 7� 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Constructi n Supervisor: O Z'l b 0-4�` -S I i]cA }?-S 1,-IT�4AP-A License Number Address V v io l9� Expiratiate Signature Telephone 7-9-4 1 51!D0,5-ErL4- 3.1 Registered Home Improvement Contractor Not Applicable ❑ Q Company Name �1 �8 I� ,, n , , �,-, Registration Number Address It /-ZI ExpiratiA Date Signature Telephone Y/ The Commonwealth of Massachusetts _ lam• Department of lndustrial�ccrdents —�8 Gffica of Investigations -_= Eoston, Mass. 02111 workers' Compensadcn Insurance A'T"davit dame P!e-=se Pint Name: City Q, AN Phcr,e CI am a homeowner perrcm,inc all work myself. E7711", I am a sole proprietor and have no one INcrkinc in any capa&,/ CI am an emcleyer rrcvidire workers' compensation for my employees wcrkine on this jab. Ccmcanv name Address -z4- `J� , N � 5oS 38 19 9 9 Cit/- " LZ N"TL-�/�'r� t"A (0ZPhcne T 0 -7 OO GbLL Insurance Co. E1-4-4 Fr^Iicy Ty5 crD C-,o CnZ 39 I Comcanv name: Address Cihi• Fhcne Y' Insurance Co. polio' Fatiure to secure coverage as recuirec uncer Seaton 2SA cr MGL 1 S2 can lead to the;mccsiticn era c.immal penalties cr a fine up to S1,!CO.00 angler one years'imprscr.ment as•.ve:l as c:vii penalties in the form cr a STCF'P/CRK CRCER and a rine cT(S1C0.00) a day against me. I understand that a c#y dt,`is staerrent:nay ce ferNarced to the Gf`ce cf Invescgaticns of:he CIA`cr coverage verification. I do heredy�Ce.,Tuncare tains and" It; S of pe ,at'h hrcrMaticn provided accve is.'rtre and carat:. Signature Vim-' cate 13; �_U cC-D Print name 2 "" l i_ES Phone Offic•al use oniy do not•Nrrte in this area to to ccmcleted by c:a cr tcNn cf':c:af C;ty or Tcvn F=rmrclUc�asirc Euiiding Dept ❑Check,f immediate responses required ❑ Licensing Board Sa!ec;rnan's Officc- Contac:person: F,hcre T Health Deparrment Other Arbella Protection Insurance Company 1100 Crown Colony Drive COMMERCIAL GENERAL LIABILITY ProceetlonIn"uanaCOMmr Quincy, MA 02269-9174 RENEWAL DECLARATIONS DIRECT BILL - INSURED 8500006239'-s` 08/18/99 08/18/00 i2:of AM STANDARD TIME 2 MILES ABOVE DESIGN CONSTRUCTION SARAF INSURANCE AGENCY BARRY MILES DBA 34 SCHOOL STREET, SUITE 104 P .O. BOX 843 FOXBORO, MA 02035 WRENTHAM, MA 02093 307 ANNUAL PREMIUM: $638 FORM OF BUSINESS: INDIVIDUAL BUSINESS DESCRIPTION: CARPENTER DESCRIBED PREMISES: LOCATION: 1 240 EASTSIDE ROAD WRENTHAM, MA 02093 SUBJECT TO ALL THE TERMS OF THIS POLICY , INSURANCE IS PROVIDED AS SHOWN . LIMITS OF INSURANCE GENERAL AGGREGATE LIMIT (OTHER THAN PRODUCTS/COMPLETED OPERATIONS) $2, 000 , 000 PRODUCTS - COMPLETED OPERATIONS AGGREGATE LIM $2, 000 ,000 PERSONAL & ADVERTISING INJURY LIMIT $1 , 000 , 000 EACH OCCURRENCE LIMIT $1 , 000 , 000 FIRE DAMAGE LIMIT $50 ,000 PER FIRE MEDICAL EXPENSE LIMIT $5 , 000 PER PERSON PREMIUM CLASSIFICATION CLASS PREM PREM/ PROD/ LOC# BLDG# DESCRIPTION CODE BASIS ID OPS COMP OPS 1 1 Carpentry—Construction of R 91340 $28 ,600 (P) $542 1 1 Carpentry—Construction of R 91340 $28 ,600 (P) $96 ID DEFINITION: (P) = Payroll Per $ 1, 000 AGENCY AT FOXBORO MA DATE 07/07/99 PAGE 1 28 AP 1001 8/93 nsureopy Arbella Protection Insurance Company 1100 Crown Colony Drive COMMERCIAL GENERAL LIABILITY Prot"tlOnImm"mCOOP" Quincy, NLA 02269-9174 RENEWAL DECLARATIONS DIRECT BILL - INSURED fik '85000062.39'x 08/18/99 08/18/00 12:01 AM STANDARD TIME 2 .'tiny' x.yf..x �-'s+"7i+hJ.s� .''..r:. .'•PWa Y- MILES ABOVE DESIGN CONSTRUCTION SARAF INSURANCE AGENCY BARRY MILES DBA 34 SCHOOL STREET, SUITE 104 P.O. BOX 843 FOXBORO, MA 02035 WRENTHAM, MA 02093 307 FORMS AND ENDORSEMENTS MADE PART OF THIS POLICY AT TIME OF ISSUE CG0001 10-93 COMMERCIAL GENERAL LIABILITY COVERAGE FORM (O CG0300 10-93 DEDUCTIBLE LIABILITY CG2143 11-85 EXCLUSION - %CII PROPERTY DAMAGE HAZARD (SPECI SEE FORM CG2147 10-93 EMPLOYMENT-RELATED PRACTICES EXCLUSION CG2151 09-89 LIQUOR LIABILITY EXCLUSION - EXCEPTION FOR SC PAGE 2 28 AP 1001 8/93 nsure opy I ' t� '- ✓�re Lnanrmanue�rl�r c� !�iaJ9n��iaJe� �. DEPARTMENT OF PUBLIC SAFETY ` CONSTRUCTION SUPERVISOR LICENSE Number: ErFires: Birthdate: CS 061682 06/30/2PO0 06/30/1961 Restricted To: 00 ' �7S BARRY W MILES 165 EAST SIDE RD WRENTHAH, HA 02093 a �wmmara .11: lop' ONE IMPROVEMENT CONTRACTOR Registration 117814 TYPe DBA EXPiration 11/27/00 MILES ABOVE HOME IMPROVEMENT ' MILES 'DM""" iR TOR OX 843/ 240 E. SIDE RD f WREHTHAM MA 02093 ' t i I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 Release 3 I I I Checked by/Date I I TITLE: Colonial CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-22-1999 DATE OF PLANS: 8-11-1999 PROJECT INFORMATION: Brook Farm Estates Lot#4 COMPANY INFORMATION: Mangano Development Corp COMPLIANCE: Passes Maximum UA = 551 Your Home = 549 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1537 30.0 0.0 54 WALLS: Wood Frame, 16" O.C. 2972 19.0 0.0 178 GLAZING: Windows or Doors 348 0.490 171 GLAZING: Windows or Doors 13 0.560 7 GLAZING: Windows or Doors 48 0.390 19 GLAZING: Windows or Doors 40 0.560 22 DOORS 20 0.350 7 DOORS 33 0.540 18 FLOORS: Over Unconditioned Space 1522 19.0 0.0 72 FLOORS: Over Outside Air 15 19.0 0.0 1 HVAC EQUIPMENT: Furnace, 80.0 AFUE --------------------------------------------------- --------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, 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 shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Date Builder/Designer / f�L C i 1-�--13'---� 0 CD Ln o o00 L-n CENTE \OFLn in GARAGELn � driveway profile o o � ry W z > r� Q w � w � Mangano Development Corp. Sulodivsion; Brook Fara Estates Street, Christian Way Extension Lot#i 4 St, Numloeri 160 Drawn Byl R. Maida 14 , � n H S TA �ly I2Oa� 65 .38'f goo - Sol oPa cd Il o '7a. $ oG k3 � `� � a ,,2 << c, I eqq, 5 0, 3 � � FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. ******** ********************APPnLIICANT FILLS OUT THIS SECTION************* APPLICANT Si4Mer/VS lof 0 Q Ct P10 PHONE 97g"g73l � LOCATION: Assessor's Map Number I D4/j) PARCEL SUBDIVISION 13r'o01c- 'F0.✓Wl ESTGfieS LOT (S) y STREET Chir' ST. NUMBER EGD * ***** **********************OFFICIAL USE ONLY** ** * ***** ************** RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED 0 �1 DATE REJECTED Or COMMENTS �� Q dyy\5 J �-`� -�/� JC) Y TOWN P NER DATE APPROVED J DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED 3 C SP OR- EAL H DATE APPROVED 1-11, DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT �L() FIRE DEPARTMENT. 0�1,I6_1e.`� �)� tLL—�r '2'"��1 ()i L .�1letv<! 2c�.�f��7- ,r,r n lir� -t i A,&,,I , � Cd LC,/t Gtr i q 2 S Iq% RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm PERMIT NO. APPLICATION FOR PERMIT TO BUILD********NORTH ANDOVER, MA MAP NO. 104D LOT NO. 94 2. RECORD OF OWNERSHIP DATE BOOK PAGE ZONE: R2 SUB DIV.LOT NO. #4 02-24-99 107321,7088 476,527 LOCATION: CIHtISTIAN WAY EXTENSION PURPOSE OF BUILDING: SINGLE FAMILY RESIDENTIAL OWNER'S NAME: MANGANO DEVELOPMENT CORP NO.OF STORIES: TWO SIZE: 28X56 INCLUDES 16X28 FRM OWNER'S ADDRESS: 36 HILLMAN ST UNIT#12 BASEMENT OR SLAB: BASEMENT ARCHITECT'S NAME: COLONIAL DRAFTING SERVICE SIZE OF FLOOR TIMBERS: 1ST 29'X10" 2ND 2"X10" 3RD BUILDER'S NAME: JAMES MANGANO SPAN: 16"O.C. DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS: 2"X 6"P.T. DISTANCE FROM STREET: 83' DIMENSIONS OF POSTS: 3�'/i"LALLY COLUMN DISTANCE FROM LOT LINES-SIDES: 511,140' REAR: >60' DIMENSIONS OF GIRDERS: 2"X 12"TRIPLE AREA OF LOT: CBA 51,530 SQ FT FRONTAGE: 150.39' HEIGHT OF FOUNDATION: 8' THICKNESS: 10" IS BUILDING NEW: YES SIZE OF FOOTING: 2'X 10" IS BUILDING ADDITION MATERIAL OF CHIMNEY: ZERO CLEARANCE WOOD IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND: SOLID WILL BUILDING CONFORM TO REQUIREMENTS OF CODE: YES IS BUILDING CONNECTED TO TOWN WATER: YES BOARD OF APPEALS ACTION,IF ANY IS BUILDING CONNECTED TO TOWN SEWER: NO IS BUILDING CONNECTED TO NATURAL GAS LINE NO INSTUCTIONS 3.PROPERTY INFORMATION LAND COST: - EST.BLDG.COST: $186,875.00 PAGE 1 FILL OUT SECTIONS 1-3 EST.BLDG.COST PER SQ.FT. $65.00 EST.BLDG.COST PER ROOM ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING SEPTIC PERMIT NO. ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS 4. APPROVED BY: PLANS MUST BE FILED AND APPROVED BY BUILDING INSPF(TOR BUILDING INSPECTOR DATE FILED OWNERS TEL# _978-851-7311 CONTR.TEL# 978-758-2039(CAR) SIGNATURE OF OWNER OR AUTHORIZED AGENT CONTR.LIC# Cs 062575 FEE $ H.I.C.# PERMIT GRANTED 19 Revised 5/5/99 JM p • y cY bJlt tccde�d BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 062575 t Birthdate: 01/03%1956 Expijes:01/03/2000 Tr.no: 4877 To 00 Restricted ROBERT V MAIDA 108 PRINGLE STS' ! t mm MA 01876 Administrator Y ' TEWKSBUR , r ,F1 -r'�`M`4'•t.`;•IF-ar`Yr.. t �:mr-� "'t� i * '''tri ;rlw.Frat�yy��tvx-t.z.j t - t-r-. t r L .'! t. t'. ..Y a L'R 3. i N0 0726 nate ...�a..:-Z.. ...-. ..�' TOWN OF NORTH ANDOVER o a t * RECEIPT AC 9 dmI — ! ! This certifies that ............-�..t.!R........ ..... .�%.1 �La................ :r has paid ..........................1.�.......5. t... .... for .... .. ' n^Ll.. ....... . ....... !rtET..lay Received by .. l.l.l .......1/1,/ t.`t ............... ...............-.-.................... Department .................. ....�.Ca(..�.0-...-...L�C��1��................. WHITE: Applicant CANARY:Department PINK:Treasurer -- t,. F i t Growth Management Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The building applicant shall provide all of the necessary information as requested below. Name of Applicant an Building Permit(below) Address of Property for Permit(below) _ Map and Parcel : Purpose of Application (check belo Phone Number of Applicant: • _Single Family I Two Family I the undersigned applicant for the above property attest that the attached building permit for which this fort is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the Building Permit. Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building Department and is only officially accepted when the Building Permit irk issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement,restoration,or reconstruction of a dwelling in existence as of the effective date of this by-law,provided that no additional residential unit is created. The lot(s)were/was created prior to May 6, 1996 are exempt from the provisions of this Section 8.7 of the Zoning Bylaw. -Se Q-ftb(c ked( Z of t'I eM evt 1 This application is for dwelling units for low and/or moderate income families or individuals,where all of the conditions of 8.7.6.care met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. For purposes of this Section"senior"shall mean persons over the age of 55. This application is a part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density,(buildable lots),below the density,(buildable lots),permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the Planning Board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for building permits,(i.e.all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EXEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attached building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off of an above item which does not comply,whether done to my knowledge or not, is grounds for refusal by the Building Department to issue a Building Permit. /o /zs/99 ignature bt Owner or Authorized A4ent who signedThe Attached Building Permit Cate This form must be attached to the Building Permit upon application for such permit. /the dil- applicant must meet with the Town Planner in order to ensure that the plans confoBoard's decision. A full set of final plans reflecting the changes outlined above;iMustt�� .,....,. 1 _. submitted to the Town Planner for review endorsement by the Planning Board, within ninety ^ (90) days of filing the decision with the Town Clerk. j) The Subdivision Decision for this project must appear on the mvlars. k) All documents shall be prepared at the expense of the applicant, as required by the Planning = O the Subdivision ofLand. Board Rules and Regulations Governing 3) Prior to ANY WORK on the site, a) Orange fence or yellow caution tape must be placed at the edge of the tree canopy of the limit of clearing line as shown on the plans. The Planning Staff must be contacted prior to any cutting and or cleaner on site. As many trees as possible must be preserved on the site outside of the limit of clearing line. b) All erosion control measures as shown on the plan and outlined in the erosion control plan must be in place and reviewed by the Town Planner. 4) Prior to any lots being released from the statutory covenants: a) Three (3)complete copies of the endorsed and recorded subdivision plans and one (1) certified copy of the following documents: recorded subdivision approval,,roia��o RM Nl (FOR be carewth llu haat ^, submitted to the Town Planner as proof of recording. GYovJ r`nC�1G m� es required to p protect offsite properties from the effects ofork b) All site erosion control measur on the lot proposed to be released must be in place. The Town PlanninQ Staff determine b whether the applicant has satisfied the requirements of this provision prior to each lot release and shall report to the Planning Board prior to a vote to release said lot. c) The applicant must submit a lot release FORM J to the Planning Board for signature. d) A Performance Security in an amount to be determined by the Planning Board, upon the recommendation of the Department of Public Works, shall be posted to ensure completion of the work in accordance with the Plans approved as part of this conditional.appro val. The bond must be in the form of a check made out to the Town ofNorth Andover. This check will then. be placed in an interest bearing escrow account held by the Town. Items covered by the Bond may include,but shall not be limited to: i) as-built drawings u� sewers and utilities 3 _ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' Boston, Mass. 02111 workers'Compensation Insurance Affidavit Name S` e.r a Please Print Name: Location: city Phone # 0 I am a homeowner performing all work myself. F7 1 am a sole proprietor and have no one working in any capacity _ aI am an employer providing workers' compensation for my employees working on this job. Company name: Address City: Phone# Insurance Co. Polic # Company name -J(`� ' '� q Q Address City / -� LtJ 1 �t-f e �� Phone# 61 7J Insurance Co. �-\ Poli 01 # 3Q o06�g� Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penaltie r fine up to s1X00 00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.C()) a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage ver ic.ucn. I do hereby certify under the pains and penalties of pe ' th�ormetion provided above is true and correct. Date Signature _ Phone# r) Print nam ��r��Official use only do not write in this area to be completed by city or town ficial' Permim icensin City or Tawe � Building Dept p licensing Board []Check if immediate response is required Selectman's Office Phone A Health Department Contact person: Other 118 v7 ta '3 ✓#a`) ( 3 )cl l 182.77, �$o a� moo• LOT 4 80,344 S.F.± J O cn r I pRA1NAGE o EASEMENT w I cp zo O C TOP FND. EL=164.65 So 9A 149.85' PLAN OF LAND A TZ-ANTIC ENGINEERING & IN SURVEY CONSULTANTS INC. 97 TENNEY STREET — SUITE 5 THIS IS AN INSTRUMENT PLOT PLAN N . ANDOVER , MAI GEORGETOWN, MA 01833 SHOWING THE LOCATIONS OF EXISTING AND PROPOSED STRUCTURES FOR DA 7E.- NOV. 10, 1999 SCALE I" = 40 FT. -T—JOB NO. 9906-17 OBTAINING A BUILDING PERMIT., LOT LINES HAVE NOT BEEN STAKED AS PART OF THIS JOB. ON THE BASIS OF MY KNOWLEDGE, OF "� AS SUCH THE SETBACK DISTANCES INFORMATION AND BELIEF, I CERTIFY = iO SHOWN ARE NOT TO BE USED BY THE THAT THE INDICATED STRUCTURES u LSON CLIENT TO ESTABLISH LINES FOR ARE LOCATED AS SHOWN, AND THAT FENCES, SHRUBS, LANDSCAPING, ETC... THE SETBACK DISTANCES SHOWN HEREONWERE THOSE RECORDED AT d SUR � NOV. 10, 1999 THE SITr rt • NORTH Town of L dover O l fr No. COC ni E 7L dower, Mass., ADRATED Pl? \' CJ _"�& BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT... S..�Q................ ..'.......� :.............................. . /► """."""""""". Foundation has permission to erect........i.................... ........ buil 'ngs on t.04.. . ....f 1 10.0....C.�4.!w....WAY hough to be occupied as.... X1.7 8A 1 0� S�d a........ ...... .......... .... ... ..... �..... . .d�.r..�1h �>A • Chimney ........... .............................. provided that the person accepting this permit shall in every respect conform to the terms of the plication on file in Final 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 IYl D PERMIT EXPIRES IN 6 MONTHS Final C UCTIO T �- ELECTRICAL INSPECTOR BLDG. WNLF_S�1TTEE, �� —+`j�"O � Rough l LESS FDA FEE �7 :21...�� .. . ................. .. ........11!!. .................................... Service DUE FRAME PERMIT BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough 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. ORTH Town o ;� Andover_ O :<,, VIA No. - o ndover, Mass., LAKE � C OC KIC NE w ICK ADRATED D'?,?- Is,SACHU5 ,?-SSACHU5 PEP,ilii i FOR FOU ND►1TION Di'Dt' IT R EGULAIED BY PARA. 114.8-S. B.C. I�r^,TE l 1 g 9 FEE PIV IAID _ FOR M , w � EXCAVATION AND FOUNDATION THIS CERTIFIES THAT M . ......IV .. Dr cA. ............ ... ................................................. Iscot 00 has permission to excavate and pour foundation atcbrilhdw.*04y for the purpose of.. .. Ofb w1 Q� 1�� � ... ... ............ The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. c 40111i000 . BUILDING INSPECTOR , SILTATION'O �Ty- ' ' ARRIE _ .. . (LIMIT WORK) TO[ EL- A- 16 VW I , LIM OF WORK LINE, A- 15 �, , `,\ • �--- -�` --- I 1 DRA ' � • EASE L PROPOSED DWgLUNG — 158 0B 1 Ii ACY f7 O h I � � h•�� '- �� (/,� ,s �. gy12" RqP p• S=0.0500 � I Q d I V=154. IE�d INV=1 5.0 Q. SEPTIC TANK I 1500 GA 11 Tp , 11 'tf 8 —1 0, 1 lu cP, 6 : 1 1 .G N►."'TP -4-2 11 4 3 6 6 S S 1,11 UTILITY CONNECTIONS Q� 1 1�b i BENC? RK UNDERGROUND 1 i ELT 155 1 18 ELECTRIC, CABLE AND TELEPHONE I5-1 8`SoV 149.85' _ - ' T 1 --2� �h \ 1 INV=152.0 h J• / r : ' it •s � �� h �. /� 4,�i�,}�� � s�< � •��' O IY R ; lid /. WORK) 1 INV-155'0 WALL1Ph1 Q� �° �. �9�-5-2 PROPOSED P.L CED STONE: WALL (� i O . / M/ �01� r SEPTIC TANK; B- ' .O 1500 GAG tWL 1 6 } v U - LOT RELEASE FORM FORM INSTRUCTIONS: This form is used to verify that all necessary apprcvals/permits from- Boards and Departments having jurisdiction have been Obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. AFPLICA;NT FILLS OUT THIS SECTION APPLICANT i7 9i�� PHONE LOCATION: Assessces Map Number PARCEL SUSDIVISION LOT (S) STRE^i' ��7�•5�iArryy9;i Exp S T. NUMBER OFFICIAL USE ONLY RECMMENDATIONS OF TOWN AGENTS: 2- 0 ONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED_ ?Y J - COMMENTSr TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED ?� E TI SPECTOR-HEALTH DATE APPROVED 6 DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT a FIRE DEPARTMENT RaCEIVE:) EY SUILDING ii 1SPECTCR - DATE Revised 9t97, im 182 11.77 `IP. moo• LOT 4 80,344 S.F.± O N � Ln 4 v I RAI MEN o EASE T w I 9 8s' !��J�O ►1 P� =�o GNR 0 TOP FND. EL=164.65 g0 9CA � 149.85' PLAN OF LAND A 7LAN77C ENGINEERING & JOB No. 9906- SURWY CONSUL TANTS INC. 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I - � 1■.!■■■1■.■ ■..I■■.■1■/■■1■■■\Il/.till.■I■■..1■■.■1■■ �/���= II -_ ■■■ _-== IBM -- - ■■■ --- ■■■ -a ■- ■ ■ WV= -_ ■■■ _-_ ■■■ _- -_ ■■■ _-_ ■■■ -- -- �� _-_ ■■■ _- - C Q O : - -_ ■■■ _-_ ■■■ -- --_ -- -- _-_ _- - - -_ _-- _- -- _- =- == =- - -- ■ 0 _ _- _ -- ■■■ _-- ■■■ _- - ■■■ _-- ■■■ _- -- - -_ ■■■ --= ■■■ _- r 1= • Notes: r-t e n a r a I N.- o t e s : Saretccl Glazing 13603 . 20 , 4 , 2 3 ns I. Ail notes and details contained within these drawings ito be usedEdition � d i� Code All doo a and fixed side panels with 24" to either side of a door, as they would apply to the house being constructed. 6th M assac husettS �uI� g Notes and details a l as necessaryto the house design. Exposed bottom edge 1866 than 18" above Floor, 2. When plans are used in conjunction with builder specifications and ppg individual panels that are greater than 9 sq. Ft. any discrepancy occurs,the specifications will supercede the drawings. Basement Ventilation E 3603 . 6 , 8 , 2 1 A . 3. All substitutions are the responsibility of the Builder. Girder finds E 3603 . ZZ . 4 Basements and cellars not used a6 habitable, occupiable space shall The ends of wood girders shall have a 1/2, air space on top, sides t and, 4. All dimensions are to be Field verified by the Contractor and any be provided with a minimum of four sliding type,or awning tope basement adjustments made accordingly. windows For every BOO sq. Ft. of floor area. Cripple walls E 3606 , 2 , 8 3606 , 2 , $ , i 5. All work shall be completed in compliants with all applicable , 1''1lnimum Celli Height E 3603 , 8 , 1 I Foundation cripple walls shall be Framed of studs not less than the studs Building, Plumbing, Electrical codes. Any other local, state and/or �p Federal codes that may apply to this project shall be considered supported. When exceeding four feet in height, such walls shall be as part of the construction documents. Minimum ceiling height=Habitable rooms, except kitchens, shall have a framed of studs having the size required for an additional story. 6. All waste materials and debris shall be removed and disposed dis ceiling height of not less than 1' 3' For at least 50% of their required areas. p Bracing- Such walls having a stud height exceeding 14 inches shall be of properly. Exceptions: considered to be first story walls for the purpose of determining the 1, Numbers set within I ] reference that section of the 6th Edition of 3. habitable basements shall have a minimum clear ceiling height of seven bracing required by 780 CMR 3606 . 2 . 9.Stud walls less than 14 inches the Massachusetts State Building Code. Feet zero inches except under beams, girders and other obstructions in height shall be sheathed with plywood of wood structural panels spaced not less than four feet on center may project not more than attached to both the top and bottom plates in accordance with 8. These drawings were prepared per guidelines set Forth in the six inches below the required ceiling height. Table 3606 . 2 , 3a, or the walls shall be constructed of solid blocking, Mass,State Building Code Section 136 I For 14 2 Family dwellings. Access to Crawl Space E 3603 , 9 , 13 pe Garage / douse Separate 13603 , S . 13 Opening 18" x 24" (min) Table E 3604 . 2 , 21 Openings from a private garage with either solid wood doors 13/411 Access to Attie E 3603 . 9 , 2 3 Minimum Specified Compressive thick (mina or 20-minute fire-rated doors, self closing devices and 22" x 30' (min.) for attics with a height greater than 36" Strength of Concrete fire resistive rated door Frames are not req'd, All door openings between the garage and the dwelling shall be provided with a raised Sleeping room Window Opening Type or location of Minimum Specified sill with a 4" min. height. E 3603 . 10 , 4 , 13 Concrete Construction Compressive Strength l=ire Separatlon E 3603 , 5 . 2 3 33 sq. Ft.,20" x 24' in either direction. Basement walls and Foundations 2,5002 The garage shall be separated from the residence and its attic area by not exposed to the weather means of minimum 5/8 inch 06 mm)type X gypsum board applied to the Exit Doors E 3603 , 11 , 1 3 Basement slabs and interior slabs 2 garage side.Wherever the attic area 15 continuous between the garage , . , 1 - 36" wide x 6'6" high,others 2'8" wide min. . . on grade, except garage Floor slabs 2,500 and the dwelling a Firestop of 5/8 inch (16 mm) type X gypsum board with a minimum of one coat compound and tape shall be used to form Interior Doors E .3603 11 , 2 1 Basement walls,Foundation walls, a barrier to separate the garage and dwelling. 30" wide x 6'6' high (min) exterior walls and other vertical 3,0003 Exception: concrete work exposed to the Floor Surface E 3603 . 5 . 3 1 1. Bathrooms 28' (min) weather Garage floor surfaces shall slope to facilitate drainage toward the 2. Existing Bathrooms 24" (min) mPorches, car port slabs and steps main vehicle entry/exit doorway. exposed to the weather,and 3,50 0 3.,4 Ventilation Required E 3603 , 6 , 2 J bleat Detectors E 3603 , 16 , 4 3 garage floor slabs Every room or space intended For human occupancy shall be provided (Reserved) with natural or mechanical ventilation.. . Smoke Detectors E 3603 , i6 . 10 1 For 51: 1 psi - 6895 kPa. Exception: Every bathroom and toilet room shall be equipped with a Smoke detector/heat detector locations: 1. At 28 days p6L mechanical exhaust fan. 1. in the immediate vicinity of bedrooms., 2. Concrete in these locations which may be subject to Freezing and Minimum Glazing Area E 3603 . 6 , 4 , 2 3 2. 1n all bedrooms. thawing during construction shall be air-entrained concrete in Exteriorglazing area of not less than 8% of the area V2 of the required 3. In each story of a dwelling unit, including basements and cellars, accordance with Footnote 3. area of glazing shall be openable. but not including crawl spaces and uninhabitable attics: . 3. Concrete shall be air-entrained, total air content (percent by volume 4. 1 for every 1200 sq.ft.unit. of concrete) shall not be less than 59. or more than 1%, Roof and Attic Ventilation E 3603 , 6 , 8 . 1 . 13 Ventilating area shall be 1/150 of the space.this can be reduced Legend= Smoke Detector 4. See X80 CMR 3604 . 2 .2 for minimum cement content. 1/300 when a vapor retarder is installed. !■�■■■■■■■■■■�■■■■■■■■■■■fit■1 �j•i�j/i�j/i=j•i�j•i=j•i=j/i ■ ■-■ ■-■ ■-■ ■-■ail! ■. �� �j%��j%��jl I/te■/■_G/tet/t_C■tet/teG■II■e: I,ih M11i ji illlil'i illlil I�sIIIIIIIIIIIIIII I II�IIIItI I!=I I II IIIII IIIIIIIIIlIIIIIIIIIIII I I II I=1111111!IIIIIIIIII 111111 II IIIIII�III I= H.161ililsl�lil�lililililslili��lil6lillli�ilil�lililili��lililililllllllllllllllll'lllll ■-■-.-•-.-■-■-■-■'■-■-■-■-■• 11 1 i 11 ll1111111111 11111 ow ■t■■■t■■■t■■■t■■■t■■■■■■■tj1 Ill ■■•,t■■,■■•%■■■%■■■%■■■%t= int■��t■er.1■■��■■�"■■��■■ll ��t■� INIIII I■:�t■��■■��■■.�■■.•■■�•■■.•■* rMcum ■■■■■■ RMI MMMMMMIJ ■%tt■%t�■%t� Ott■�tt■%■�■%tt I�%■tip■t��■■���■���t���■�%�ti • �■%t■■fit■■!tt■!t■■!N■!■■■!t■ 1•_ _�� ■-■ ■-■ ■�■ ■�■ HIM. 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Window R. O. sizes are for Merrimack Valley Northeaster window units. 1/411 = 1011 1, 21 , $a, T 1.. — Ltv Ing 2. All dimensions to be field verified and changes made accordingly. _t ��611 ��011 r ------------ 45'6' 21'0" " 11 O n ' r------1 119 t--------- -------- ------ , 1 •.' r---------------L------L--------- ----- Ii oaraaein1 ------------------ ----------------------2,8,IX ,31,------------------------------------------------------------ ' 1 1 a 1-or requirements 2'8" X i'3" ' 1 see "General Notes' Foundation , ' I ' "Fire Separation" d" Concrete Slab 10" Concrete Wall / $'0" Pour ' i - ' I ' 13603 . '; . Z I 6 x 6--6/6 welded wire fabric 3p00 psi concrete ; i I i ara !� placed at mid-depth of the slab. dp,x 20 w.Contin. ft g. 1 n 1 i i o> 221011200 p.s,L concrete Dampproof exterior surface - •'' ' m1 ' m' Basement 1 1 T- I ; x 81011 X; _ 1 1 81011 6'011 4'$" 4,01 lo n , - -,�n1 ; a 60 66 6011 C, 2'2" 3'10" I 1 ► 1 01 C14 �1 ' L J. ���.��� ��� L 1 I..• I I I 1 1 T ' 1 0 1 l o -------• 1 1 0 1 1 r-- ---1 r--�---1 � O 1 ( I p i ' N i i i I i ' 1 1 1 1 1 r-- •'' 1 3 1/2" Dia. Lally Columns ---�— I 1 an 1 11 n 7—t 1'-f 1 I I W/3'6"� sq, x l b d footing 1 -• 1 I mp• -- --� 1 1 1 1 (I req d) --� I I_1_�_J_.I 1 _ � i ; ••► ' n `Q I I i I I I -------• ' 1 1 > L 4' Concrete Slab `� 1 O ' ' ' 3 - 2 x 12 Center Beam (typ,) Slope for drainage _ L �_� � �, � 1 , I 3,500 p:s.i. concrete o i I ; x 6 x 6-6/6 welded wire fabric 2 -3 i/2' Dia, Lally Columns ' I , �,4M POCK ; With 2'6" x 4'6' x 1'O" d footle --� --' 6" W x 6" Dp x o °a I p placed at mid-depth of the slab. - p- g 1 , O Shim beam with steel ' , 1 ' 1 4 (mtn) Step down into Garage 3 1/2 DO. Lally Columns U P shims or hard brick Re 'd) � 20 minute fire door(min.) "With sq, x 1'O" dp. footing q .- 1 �X 1 ------------------ " (min) � 1 ------------------------1 (1 � 3d high ( n _ . Guardrail ------------------------------------------- _ 1 1 • 1 1 • ------------ ----------------------- r-----------------------; i--------=----------------------------� ,►• 1 i. r ------------------------------------1. 1 1 r------------ ' 1 •- ' ,'• ---1 •', i 1 •'• ..--� •►. ;------------------------------------ • 13'6" 3 6„ 610 11 - --36 -- 11 - - L31611L31611i. All dimensions to be field verFied and changes made accordingly. 401Ou 1 2, Foundation drainage shall be provided around all concrete or mason i foundations enclosing habitable or usable spaces located below grade. • I 3604 , 5 , I and table 3604 , 5 , I I �1�� U2n-Eijn 3. (=oundation walls enclosing habitable or storage space shall be 1/411 = 11011 dampproofed from the top of the footing to finished grade, 13604 . 6 , I I 40'0' o - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -DN --� N 2'10" X 5'5V2" 2'10" X 5'vVi" n 4'9' 5'0' 3'9" ol 51 0 " 4'9" 13.6 L3101 5-21a .- Attic Floor 'Flan I. Window R.O. sizes are for Merrhnack Vallsy Northea6ter window units. i/a" • 1'O" " 2. All dftnenslons to be field verffled and changes made accordingly. , 152, $(�, T t. Attld 11'0" air 4'g" 214. 13'611 51011 3bn (,gn b'9u Vent 4 I O I 0 2'10' 2'10" X 3'5 V2' 0 X 5'51'21 r I ii Walk-In Closest a Pan Bedroom #4 =Y 2141 C14 0 O o n C O ,n = _®� ii Z - 3'ro 5'O' 5'O' CNIN CI. O ,.n Z 8' ° � M Bath ° = 4� rr 1'(' 2'4.1 21(.. r 2a" 5101 %Q 21411 21411 �_4 u' ---------- 2'4 - 34" high (min.) m C Ia's C 1 = � � O CJ, Guardrail ?6 2'41 _ � r .D 2.4„ ----- -' I I 2110u X 5'51'2° 30" - 38"O hi h handrail23 ( typ) I - - - - - - - - - - - - - --- --- C __ u n P 1 , 21611 - 5'6" 51011 Bedroom #1 3'>0y2 rr F,10 2Bedroom #32'1011x5'5' 2110" X 5'S�2 i Beciroom 410' '( #2 �4 ?'101 X 5'S " 2'10' x 5'51'?' " 310 n b'6' 310" 5'8" 5 5y2 r 6'6" 4101 N 1610" 13'O rr . L7 131(1 40'0" 5(101 Window R. O, s¢es are for Merrinack its, 2• 1411 dimensions to Palley Northeaster window un be rieid verfrfed and changes made accord 10 l . 4" Slab Stepdown Standard Soffit Sill _ 2x Bottom Plate (oth Ed , Mass.-Slda . Coe� e 2x Band Joist �+ Roof Rafter Insulation Maintain i" min. clear. 2x Floor Joist n las as O F' - 2x6 P.T. M 10'0" ' a 1=ascia Board 1 - 2x6 K.D. Sill 4 4�� i Ceiling Jols _ w/Sill Sealer Soffit Anchor Bolt or min, with venting Mudsill Anchor Straps Concrete Foundation 111 ,111 it' ll Step Footing Standard Soffit Center Beam —' 2x Bottom PlateChimfsy cle�°ane -0 4as 13610 . 2 . 57 1 �� -- Roof Rafter 2x ;=ire Blocking 4 -0 Chimneys shall extend at least 2' higher than any portion of the ' Maintain i" min. clear. insulation building within 10' but shall not be less than 3' above the Q point where the chimney passes through the roof, ' Hurricane clip 2x Floor Joist s i center Beam Gambrel Cantilever 4 Soffit Fascia Board Lally Column Cap Plate- Soffit lateSoffit Fasten to Center Beam , Roof Rafter with venting Lally Column --_ i''ludsill Anchor Exterior interm. Fir. Ridge Seam _. CelIng Jo ht Continuous Baffied Spacing Flan Ridge Vent - 2 x 4 Bottom Plate 3-611 I-O 2x Bottom Plate Ridge Beam (max.) (max.) _ 1x Band Joist .r ; ae b'�� . o b Floor Sheathing 2 x 8 @ S6" OZ, � Floor Sheathing r aL a ' Jo ' " c X 2x Band *lolst ° Q Roof Rafters 2x Floor Jo 16t b 2x Floor Joist Fascia Board Simpson Mudslll� ° -- Z x 4 Top Plate Anchors MA6 2 - 2x Top Plate See note 'Sill Anchorage" 13604 , 10 I 3 --------------------------------------- Anchor ------------------------------------- Anchor Solt Cantilever Ridge Board Raised Soffit Roof Rafter Spacing Plan Rid teuoub Baffled 0423 Simpson clip angle 1 - each side (t } Floor Sheathing 9 (m (max.) Solid Blocking 2x Bottom Plate Ridge Board 2 x I6 Plate w/6 - 16d nails � n e yg a 1 x 8 Collar Ties 3/4' Plywood each Joist/rafter X 2x Floor Joist 2x Band Jolat 6 4'O" OZ. 2x Band Joist ICU , Roof Rafters , ' o Insulation -- -- Fascia Board Anchors bolts or ` 2 - 2x Top Plate Cantilever ---- App'd Ceiling Joist App'd Equivalent - -- Overhang _ - _ —- _ - Soffit See note "5111 Anchorage" C 3604 . 10 1 with venting SPRUCE - PINE - PIR No. 2 Modulus of Elasticity HER ■ 1,400,000 1=b= 2 x 4 - 1 ,510 2 x 10 - 1 , 105 2 x 6 - 1 ,3 10 2 x 12 - 1 ,005 2 x 8 - 1 , 2 10 E TABLE 3605 , 2 , 3 . 1d I Center Girder 4 Columns acin ead na.-1 MAXiMUM ALLOWABLE SPANS FOR p g Design Dead Load = 10 lbs, per square w rRuss p q foot J01575/RAFTERS I Tables 3605 , 2 . 3 . 16,3605 .2 . 3 , b 4 3605 . 2 .3 . Ic I i """ ' Jo let , .-3o PSF ,�ist Under $e F=loor size 2 X 6 2 x 8 2 x 10 2 x 12 3O P '� 30 s aring Partition r 36o�j- Z 40 P6F Joists under parallel load bearing partitions shall doubled or a 3 2 1 40 P&F 40 P6F 12" OL. Io - 1 V2 13-41/2 t1- 1 1/2 -4 1/2 One Story beam of adequate size to support the load, First Two Story Three Story 16" O.C- 9 - 11/2 12- 1 1/2 15 - 1112 n_.5 V2Bearing r 3&os , 2 , 4 1 COLUMN SPACINGS UNDER G=IRDERS 5eG O t1C� 12" O.C. II- 1 V2 14 -91/2 18_ 10 V2 22-4 VZ E Table 3405-6 I The ends of all Joists,beams or girders shall have 11/2" (min) of 16" O.C. 10 - 1 1/2 113-41/2 1 16 -8 U2 19 - 9 1/2 Girder size bearing on wood or metal and 3" (min.)on masonry, Attic 121 Or-, 12-131/7 16- 10 I/2 21 - 11/2 _ 3 - 2x12 W - 24 W - Z6 W - 28 W - 32 Bridg 1ng r 3bD3 . 2 . 3 1 I One story 10'-3" 9'-10" 8'-11" No ' rms Ib' OL. it- 11/2 15-4 V2 i9-1 V2 Two 6tonj �'$n Joists having a depth-to-thfckness ratio exceedin 6=1 based o ",64Of3 6'-4� 6'-1° 6 -8" dimensions shall be supported laterally by solid blocFCing, diagonal nominal >� 3/IG 12" O.C. 16 - 1 V2 21 -3 i/Z 21-3 1/2 5' bridging {wood or metal?, or a continuous one-inch Capes 3112 Ib" O.C, 14 -1 V2 19.4 1/2 24 -a 1/2 -- Column sizes - 4" x 4' or 3 1/2" diameter steel set perpendicularly across the bottom of Joints and approp�at�j trip nailed. 8ridgfr>g shall be installed at intervals not exceeding eight Feet- over 0 F 12" O.C. 12- I 15 -3 21 -8 footing Sits=:2'-6" x 2'-6' x 1'-3"d over attic I6" O.C. 10 -5 13 -3 16 -2 f Dril f ing and notches r 36o3 , 2 , 6 Roof 20 - 6Notches in the top or bottom of Joists shall not exceed l 1 12' O.C. II -O 13- 11 11.9 the depth of the Joist,shall not be IonOne-sixth of Cathedral ib" o c. Minimum Uniforfil , the member and shall not be located Inger midthan One-third third of{e depth of 9-6 12-1 15 -4 rr_9 c Distributed Notes; J Notch depth at the ends of the member shall not exceed one-Fourth Live Loads (lbs, / sq, ft,} the Joist depth. urth I. All structural materlal8 shall diminish their capacity to Fube void of any defects that may I Table 3603 , 1 , 3 I nction in an adequate manner, Holes r 3605 Structural Eng(neering or any other professional services that LIVE Holes drilled, bored or cut into oists sh may be required shall be provided by others. LOAD sf) H es d the t J all not be closer than two inc � op or bottom of the Joists, or to any other hole locatedes Balconies and decks 60 1n the Joist. where the Joist is notched, the hole shall not be closer than Maximum allowable spans For header Garages (passenger cars only) two inches to the notch, The diameter of the hole shall not e supporting wood frame walls Attics {roof slope 3/12or less,no storage) 0) One-third the depth of the Joist, exceed I TABLE 3606 , 2 , 6 I Attics (limited storage) 20 Size Support'g i Sto Headers in Livings Areas (except Slee (n rooms) of Roof rJ 2 Stories walls not p p g 40 Header only Above Above supporting Sieeping Rooms floors or fool 30 2-2x4 4' Stairs 40(2) Guardrails and Handralls 2-2x6 6' 4' (Shale concentrated load at any point along top) 200 2-2x8 8' 6' 10 Note 2-2x10 10' 8' 6' v (2) Stair treads shall be designed For a single concentrated 2-2x12 12' 1p' g' �� load of 300 lbs, over an area of four square inches, I. Nominal Four-inch thick single headers may be • Substituted For double members, 2. Spans are based on No. 2 Grade Lumber with 10' trlbutary Floor and root loads. AFUE rating with Multiple 5�atefflsEd, Mass. s1da Code - Aj2j2andix J_ MAScheck Software User s Guide Chapter 11, 3rd paragraph Notes and details apply as necessary to the house design. . When installing more than one piece of equipment, National Fenestration Rat Council Minimum Duct Insulation r Table J4 , 4 . 1 , 11 Sou must use the efFiciency of the equipment with g the lowest rating. NFIRC Label ) r Jl , tJ' , 3 ] Inside building envelope or in unconditioned spaces, Air leakage' E J4 3 2 3 Windows,Doors and Skyllghta shall have (NFRC) labeling. TD is less than or equal to 15 Not required Use default values from tables Ji , 5 , 3a, # b when U value Window and Door ,assemblies Is not available, TD is less than or equal to 40 and greater than 15 R • 3 . 3 Manufactured doors and windows, maximum allowable infiltration vapor Retarder r . 2 , 1 1 TD is greater than 40 R = 5 , O see note 1 rates in per table J4 . 3 . 2 Required on winter warm side of exterior walls, Floors and TD is defined as the temperature al-terence at design conditions game Tape Windows Doors unvented ceilinga, between the space within which the duct is located and the (cfm per ft of (cfm per Ft2 of door area) design air temperature in the duct. operable sash Access O enTn s= r J4, , 2 , S 1 crack) Note - 1= insulation resistance for runcuts to terminal devices less than Openings through insulated envelope such as hatches, 10 feet in length is not required to exceed an R-value of 3 , 3 . Wood 0 . 34 0 . 35 O . 5 scuttles,pull-down stairs,etc. shall be insulated to the Aluminum 0 . 31 0 . 31 O ,5 same level as surrounding area. Minimum PTpe insulation r Table J4 . 4 . 9 I PVC 0 . 31 01 .31 0 . 5 System capacity= r J4 . 4 . 2 . 1 . 1 4 Exc, 1 Rated output capacltg of the system at design condltions System up to 2" diameter shall not be Greater than 125% of the calculated des n load. Low ressure/temp Table J1 , 5 . 3a if the rated output capacity of available a qu-t-ment options pl 250 deereeserature system 11/2" thick U-value Default Table for Windows, Glazed Doors and Sk 1 hts exceeds 125% of the design load, then equlcmefit wlth the Low pressure systems- �, y smallest output capacity above 125% of the load shall be used. 120 - 200 degrees V2 thick r Double glazed Single # Single glazed Glazed with storm Air Leakage r J4 . 3 , 3 i Metal-Glad Wood 45'bevel Operable O , 98 0160 Joints, aeama or penetrations in the building 45° bevel Fixed 1 . 05 0 , 58 envelope that are sources of air leakage shall be Protective membrane Door O , Aq O . 51 sealed. .. examples: Skylight 1 . 50 r O , 88 `° Joints between framing E window/door Frames, a , ;,, -= WOOd / Vinyl Wall assemblies or their sills 4 plates, Operable O , 94 O . 56 Walls 4 roof/ceilin 1 Fixed 1 . 04 O , 51 g' _ Rigid insulation ?" A + B = 48 (min.) Door O , 98 O . 56 Separate wall assemblies, (see MAScheck , Skylight 1 . 41 O , 85 Walls 4 floor assemblies, a print out for min, a Rigid insulation 60 R value rsq d) Glass Block Assemblies O . AN I,,\ (see MAScheck print out Penetrations of utility services, ¢ 6a °� for minimum R value required) Table J1 . S , 3b Penetrations thru wall cavity top 4 bottom platsa, ' 6 � U-value Default Table for Non-glazed Doone Sealing around tuba and showers, Steel Doors (1-3/4" thick) With Foam Core Without Foam Core Attic Lud crawl space access panels, 0 . 35 0 . 60 Recessed lights, Plumbing, electrical and HVAC penetrations, option - I option - 2 Without Storm Door With Storm Door and all other openings in the bldg envelope. Wood Doors (1-3/4" thick) These are openings located in the building Slab on _Grade Panel with 1/16 inch panels 0 . 54 O , 36 envelope between conditioned space and Hollow core Flush 0 . 46 O . 32 unconditioned space or between the conditioned Exterior Perimeter Insulation Details Panel with 1-1/8 inch panels O ' 39 0 , 28 space and the outside, V2' = PO" Solid core flush 0 . 30 O . 26 t 12'0" I x 12' D G i3O�� 5.0. 5'0' 1.0.. 10 optional :r-- ------------- ------------- -- star location,number of risers and treads ' ` may vary due to ' site conditions. 1'O° Dia. Concrete Pier 0 2 x10 (P.T.) a� l6' O.C. Joist 44anger (typ.) jL MAXIMUM ALLOWABLE SPANS FOR JOISTS IN DECKS AND BALCONIES 2 x 10 (P.T.) Ledger I TABLE 3605 .2 .3 . Ic 4 3605 . 2 . 3 . ld I Lag bolts �a 16" O C. Southern Pine No. 2Non - dense Modulus of Elastic "Ell E - 1,400,000 Fb: 2 x 6 - 1,325 2 x 10 - 1,095 0 ra M 2 x 8 - 1A65 2x12 - 1,035 Pou� at ���• V4' = 1'O" I/4" = i'O" Joist 2x6 2 x 8 2x10 2x12 51ze Joist 121, O.C." a 8 - 11 I1 -10 14 - 8 11 - 5 ll Spacing 16" O.C. 8 .2 10 -9 12-8 14 - i1 1. Deck design loads=60 lbs psf - Live Load, 10 lbs psf Dead Load. 2. Final deck location to be determined by builder and site conditions. 3. Deck finish materials to be determined by builder. 5Clear(Max.) Rail (Decking, Posts,Rail nes,Balusters ) 4. Bottom of footing to be 4'0" (mina below Finish grade. p Post 5. See Star Framing Section Detail drawing for additional information Flashing regarding: Stairway Width,Treads and Risers, Guardrail Details, Vol, 3 - 2 x 10 (P.T.) Guardrail Opening Lhnitations, Nandrafls 4 Wandrall Grip Size. Lag bolts Q O.C. 6 x 6 (P.T.) Post Decking Cxrade Post Anchors b —}--2x Deck framing (P.T.) • 4 a Joist Wanger A Colonial Drafti Concrete Foundation a Services 110 Main St,, Unit #204 Section Tewksbury, M'A O 18lb Oeenik. Pouse Connection 1/4" - 1'0' (9 18} 851-7330 1/2' = 1'0" 111 1111111 Jill,I i MEMO NOME 1 111111NEW .i C I i i i HIM -------- G281202Continuous Baffled Ridge Vent �Q, �Q lQ / 14-14 2 x 12 Ridge Board 1 x 8 Collar Ties aQ 4'0" O.C. located in the upper third of the 12 height of the roof, measured from [;7 '- the sill plate to the ridge. T- Composite Roof nd No. 15 Building Paper 1/2" Plywocd 3/4" T 4 G Plywood 2x10 'a) 16 O.C. Attic C14Beam11 er Fascia Board �' 2x1016" O.C. s R30 insulation Soffit SP Vapor Banter with venting z 1/2' Wallboard. -S-218 : Main o use _ Floor section - i 0 3/4" T d G- Plywood 1/4" = 1'O" Q 2 X 10 6 16 O,C. Second Cedar clapboard alding v Fire Blocking Air Barrier 1/2" Plywood 2 x o ark 16" O.C. R19 Insulation m o V apor barrier �► o V2' Wallboard «� Floor o C'4 3/4' T 4 G Plywood o 2 X 10 6 16" O.C. Sill First U x219 Insulation 1 - 2 x 6 P.T., i - 2 x 6 K.D. Continuous Sill Gasket Fre Blocking 1/2" O.U. Anchor Bolts raj 6'0" O.C. -Approx. d = foundation Finish 3 - 2 x 12 Center Beam 10" Concrete Wall / 8'0" Pour Grade ,� 3,000 psi concrete 3 1/2' Dia. tally Columna �, r 10" dp. x 20" w, contin. ft'g. DampprooF exterior surface cA 14'0" 14'000 " .� Perimeter drain (typ.) 4" perforated PVC p1pe 4 Concrete 51ab � Crushed stone Basement r Filter membrane cover �� Foundation prainage [ Table 3605 I W241205 Continuous Baffled Ridge Vent • 2 x 12 Ridge Board T Attic 2 x a 6 16' O.C, 12 R30 insulation Vaor Barrier 1/2' Wallboard. . ComL�°p Roofing a' floor No. 15 Building Paper 3/4' T 4 G Plywood 1/2' P1 wood Second 2 x 10 s16" O.C. 2x8r16" O.— - - - U f=ascia Board R30 Insulation R30 Insulation soffit with venting . VC, siding Air Barrier 1/2' Plywood Floor 2 x 6 6 VOL, 6' 3/4" T 4 G Plywood R19 Insulation 2 X 10 6 16" O,C, Va or barrier First RIS Insulation 1/2 Wallboard S 2X l=ire Blocking 1 - 2x6P.T., I - 2x6KA. Continuous Sill C=asket Finish Gal'a Finish 3 - 2 x 12 Center peam 1/2' D.U. Anchor Bolts a0 6'0" D.G. Grade For r11C ,ents 3 1/2" Dia,Lally Columns 1=oundation see "Cseneral Notes" 10" Concrete Wall / 8'0" Pour 'Firs Separation" - 3,000 psi concrete �? 13603 .5 . 2 I 10" dp,x 20" w. contin. ft'g. '- Dampproof exterior surface Perimeter drain ( -) Basement 4" Concrete Slab �p 4" perforated PVC pipe — - - Crushed stone f=ilter membrane cover I 3604 , 5 Foundation Drainage I I Table 3605 .5 . 11 5.218 : Fa '1113M, Cis A ^,to Section 2wa"w&Noi Qwj*4j r 1/4" ' 11011 f E Ffff!o Colonial2L.S/18.5 - Two L Stairs � " (M DraFting . Services Steinway Width: • 110 Main St., Unit #204 C 3603 .13.1 I Width=Stairway& shall not be lees than,6' In char width.. Tewksbury, MA 01816 &tin Edition Mass, Bldg, Code Treads and users �g�8� 831-1330 C 3603.13.2 1 Treads and risers=The maximum r%er hei~tht&hall be 3 1/4" and the minimun tread depth shall be 9" Tolerance between ad jacant rlsers=3/16" Total riser dfiension tolerance=3/8" Nosing Profile= C 3603 .13.2 .i I Nosing profile=d nosing shall not extend more than 11/2" beuond the fats of the riser beiow. ix Header 2x Fioor Jofst 1 2 -2x Header Q; ?headroom' ' m-i n i mum o r _ ; Z tread C 3603 .13.3 7 Headroom=The minimum headroom h all parts of the i1Z T �1 9 9 O r= etatway shall not be less than 2 x 12 StrNers I Rresto in �� g= � , ;,,' Z x 4 Fie Blocker spaces 3606 .2 .T I 1='rastcpphg shell be provided to cut off all concealed spaces between stat stringers at the tap and botton of the run. Plac._d parallel with et.-!ricers o ,�' ' Guardrail Details= W X , ?x d -Studs Oceuend? 13603 . 14 .2 .1 I Guardrail details:Porches,balconies,decks or � `�` I ,�� raised floor aeacss located more than 30" above the floor or grade below, &hall have guardrails rot less than 36" in height.Open aides 2x Header Zx Floor beet 2.Zx Header of etate with a total rise of more than 30" above the floor or grade below shall have guardrail,which shall also nerve as handrails, j o , not less than 34" krheicht measured vertically from the noehg 2 x 4 etude r of the treads. Guardrail Opening Limitations= Cz C 3603 . 14 .2 .2 E Exc.I- Required guaretrails on open side of stahuays, C'4 2 x 12 stringers balconies,porches,decks and raised floor areae,shall have Intermediate rolls � .,, with insulatbn ! E J�, , balusters or ornre amental closus which prevent the passage of an object 2 x 4 Ffs Block)xg 3' or snore k,diameter. Placad parallel zv s' with atrnaers =xcaption;TrienJ.ular spaces formed !Du the river,tread and botton rail of i - a guard at the open side o"f a etahm mau be of size to prevent �. 2x Header the passage of a sphere 6" In di inter. 2x Floor joot --------- Center Bean Handrails= fa , 13603 . 14 . 1 . 1 I Handrails having 30" min, and 38" max, heights respectively, measured verticalljrom the nosing of the treads, m e shall be provided on at least one side of stairways of 3 or more risers. X ZIMInkm �xceptons= 2 x 12 Stringers1_atty calunn Q�euond? 1. Handrails shall be permitted to be interrupted by a newel post at a turn. 2. The use of a volute, turnout or starting easing shall be allowed um tnsad =9" , over the lowest tread. Handrail Grip Size- Stairway circular handrail cross section- 11/41 min. and 2" max. i Other shapes,perimeter= 4' min. and 6 1/4" max. Cross-sectional dimension of 2 5/8" max. 13603 . 14 . 1 . 2 1 NORTIy F of over TONM = ti. rr_ O �.Ywv No. o- dower, Mass. 11JA COC NI E TL 7 RATED PPS\ •9S 5�� BOARD OF HEALTH Food/Kitchen PERMIT T Septic System BUILDING INSPECTOR /vv THIS CERTIFIES THAT... .... .. pA D*o - uptp,....... Foundation /YI/11 4 has permission to erect........�...................J ........ buil ngs on .L0 .. . .... ....jr�... N.1. � y..... Y hough to be occupied as...is.. .. a..BA....�..a..S a11..u.�..d�.r.. 1111.. I ....��w..... S. Chimney thprovided that the person accepting this permit shall in every respect conform to the terms of the plication on file in Final is 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. DUMBING INSPEC R VIOLATION of the Zoning or Building Regulations Voids this Permit. °" IY1 104 1 PERMIT EXPIRES IN 6 MONTHS a . P �"I CC��tJCTIO TA T` _ ELEC/ SPE T BLDG. ilrvi E �G LESS FDA FE Service .. /..•...•'.. .. ................ .. py• a7 0 DUE FRAME PERMIT$ BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMV Until Inspected and Approved by the Building Inspector. treet NQ_') SEE REVERSE SIDE ke - r' TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE: 2/29/00 This is to certify that the individual subsurface disposal system constructed (X) or repaired ( ) by Arthur Hutton at Lot 4 Christian Way Ext. #160 has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Board of Health Inspector ♦ r TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersi-ned hereby certify that the Sewage Disposal Systern (- constructed; ( ) repaired; by /..Tro,� Co.,, c- �rL. located at L'o f VV,+ //0 4 6) was installed in conformance with the North Andover Board of Health approved plan, System Design Pernit m les, dated with an approved design flow of gallons per day. The materials used were in conformancie with those specified on the approved plan; the system was installed in accordance'with the provisions of 3 10 CMR 15.000, Title 5 and local regulations, arld the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: Engineer Representative Final inspection date: Engineer Representative 7 /Q/ Installer: L1c. `' Date: Design Engineer Date: Dv FEB 28 Atlantic Engineering & Survey Consultants, Inc. 97 Tenney Street — Suite 5 Georgetown,MA 01833 (978)352-7870 — Fax(978)352-9940 SEWAGE DISPOSAL SYSTEM CERTIFICATE OF COMPLIANCE ADDENDUM DATE: SITE LOCATION: L� G/, �lS 7-14 Al U/ 4y 6c_XT6 IV 7.01 Commonwealth of Massachusetts Form 1255, last revised May 1996, requires that the system designer for this"Sewage Disposal System"certify that the above system has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans. Atlantic Engineering& Survey Consultants, Inc. (Atlantic) was not been retained to provide any construction supervision, inspections, soils analysis or layout relating to the sewage disposal system and as such has no responsibility express or implied relating to said construction supervision. Atlantic was hired to perform the following services during the construction phase of this project and limits certifications to the scope of these services. 1. Stakeout the corners of the proposed system structures. 2. Provide a project bench mark. 3. Stakeout any lot lines less than 10 feet from the system. 4. Field locate the as-built septic components and prepare a system as-built showing the horizontal and vertical locations of the as-built system structures. 5. 6. Atlantic Engineering and Survey Consultants, Inc. and its officers, directors, employees and agents assumes no professional or financial liability for any erroneous or unsuitable construction related to the installation of this system for which Atlantic was not providing service. The issuance of a certificate of compliance by the approving authority shall not be construed as a. warranty&1eran, hat the system will function as designed. Martin M D:\Files-WP\Septic Forms\SEPTCOMP.WPD FEB 2 8 AS-BUILT CHECKLIST LOT NUMBER, STREET NAME ASSESSORS MAP &PARCEL NUMBER (� LOT LINES &LOCATION OF DWELLINGS (/ LOCATIONS &DEMENSIONS OF SYSTEM, / INCLUDING RESERVE TIES TO LOT LINES &DWELLING, WELLS a. FROM SEPTIC TANK b. FROM LEACH AREA v LOCATIONS OF DEEP HOLES &PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES W/IN 150' OF SYSTEM Q fG LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK&D-BOX STAMP & SIGNATURE IMPERVIOUS AREAS - DRIVEWAYS, ETC. NORTH ARROW r FINAL CONTOURS LOCATION&ELEVATIONS OF BENCHMARK USED Vt '` LOCUSPLAN OT RELEASE FORM FORM U - L - ---- - INSTRUCTION S: This form is used to verify that all necessary approvals/permits from- . Boards and Departments having jurisdiction have been Obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. APPLICANT FILLS OUT THIS SECTION"'" ` APPLICANT Del PRONE LOCATION: Assessors Map Number PARCEL SUBDIVISION LOT (S) STRErTIhIL_511,4otyy4 6x ST. NUMBER /�D OFFICIAL USE ONLY' RESOMMENDATIONS OF TOWN AGENTS: Zd K (b o P ►� '� ONSERVAT10N ADMINISTRATOR DATE APPROVED DATE REJECTED_ COMMENTS_ CcQ IN��I _I1'�Q ON �tGAJ I`�— �✓D,D 0 S Q � TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED OETl SPECTOR-HEALTH DATE APPROVED b DATE REJECTED COMMENTS PUELIC`NARKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVES EY BUILDING iidSPECTOR DATA Revised 9197 im 182.77 K .5$O ! a� ry4� LOT 4 80,344 S.F.± O Lp qv I �RA�NAGE N � EASEMENT I O� Q' ��J�O ��o Cos 0 TOP FND. EL=164.65 .A 8�.g1 149.85' PLAN OF LAND A n.ANnC ENG/NEER/NG & JOB NO. 9906 SURVEY CONSUL TANTS INC. N 97 MWEY STREET - SU/7E 5 SCALE 1" = 4 A 1 ^ i'11 7r A / A GEORG7MOV. YA ^'A*7 APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: CURRENT INSTALLER'S LICENSE LOCATION: 7 172 j'Si��u /� •� £x LICENSED INSTALL l h orL — Hu l Tb N SIGNTATL TELEPHONE# CHECK ONE: REPAIR: NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only X75.00 Fee Attached? Yes ✓ INC Foundation As-Built? Yes ✓ No Floor Plans? Yes �/� No Approval �r fp Date: 0h g .J y I FOR //�� j DATE , TIME,��.M. M OF PHONEEl AREA CODE _NUMBER EXTENSION FAX "��' U MOBILE C2m - AREA CODE NUM ER TIME TO CALL. TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL..AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL WILL FAX TO YOU ol MESSAGE rte, ED ; niversah 48005 LITHO IN U.S.A. Town of North Andover, Massachusetts Form No.2 NORTH BOARD OF HEALTH 19 o � w A ' « s DESIGN APPROVAL FOR • ssACMUSEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant wM • F`�n�DnCAJ-A� Test No. Site Location Lk-Ob IL �-aA-1V Reference Plans and Specs. ENGINEER DESIGNqTE r Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No. 3 ,�1 r .. p r t `�y`,I1:1+t I";4i ¢E , '4. <! fi '•r t'P�F =ht h jr y s-j in � 'i. 1 .; • 1 t 1�,Ii. ! {�t�lili �rl,,`� t a t�t�.ri� .+ si -n�i�. • } •r ......_..-s.if._.-,;: r 3. � Y• i "}Y p i' S f y 1 t !J— ..�.2 .� •.�J��..r1y+,..1 -;. n.�4r....-.....�...e.._..__.,1..�...•"a� - :+ri•. I p �i ' �}�� t 5 � 1 t... � �� ;f. , .. Town of North Andover, Massachusetts Form No.3 vtORTH BOARD OF HEALTH ti « 19 �',S''*•�^`�t�' DISPOSAL WORKS CONSTRUCTION PERMIT SACHUSE Applicant E` N ME ADDRESS TELEPHONE Site Location Permission is hereby granted to Construct (t�r Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. } v 1 k CHAIRMAN, BOARD OF HEALTH • F - E� T Fee_ 'S D.W.C. No. o } t + _ as lr,{ e tic sl., • . . � :e �+ i ��, q� ,.?} i= til � S r ' i ' " � ��� �= i , t• t � t ', t . �, t •��1 s 1 -k `� i�l� t'i��+r j�t t '�f -+.. 7 1 f f+��1t('t tzi } i ' P .., � l t i �r J} t . _ •< a i .yi i r ¢ tij +-'�,.a r ' ;i 't c i t y ` + f •_,ysa ��� '•-;y��. 3;_�,r,�*_,:„i 1. - yj i t l,s, Jtt }s•�y^:; '1 ,1-. ! e �f - '. " i �t 1 ' - } ;1 :r ,r�,�l,y'�'�i tt��3!��5�,.. •..at i f:,.,� H�Iiy�>;''* ��;i,� t s �� a ! i� - t E- .',�{!F ; �3 S-�n, s {¢',t! i t� 6,� �" c (• pit 1 y- t tit ! t r rl {•. , - - _ i ! t fix. ... .. FORM U-VLOT ~RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*************i*****i`Y`** APPLICANT �A n'IeS v V O( VI C.( C( h O PHONE 978"S_1 7 3/ LOCATION: Assessor's Map Number IOL/D \ PARCEL SUBDIVISION i3rop)c_ 'FoLVyKF 7«fies LOT (S) y STREET Chir° I,Tiav� wattl GX�t✓nS/prL ST. NUMBER /(r0 ****************OFFICIAL USE ONLY********—************************* RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS rri `TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED - S C SP OR- EAR H DATE APPROVED /tom DATE REJECTED COMMENTS PUBLIC WORKS -SEWERIWATER CONNECTIONS ���w /0- �5 - DRIVEWAY PERMIT (.O D - Z4-> -./ FIRE DEPARTMENT eQJ,r,e,1, 5 J� e ► D, L AUi?1-«r�2w.•(7—+7- 60(1,17lder d ,7,f? Pyr !.>� Cd Le�A,a-7i7s3 �an d,,� /wQj-b l l W70 i .ingol RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm SEPTIC PLAN SUBMITTAL FORM LOCATION: 'j` &zV'//j NEW PLANS: YES $125.00/Plan REVISED PLANS: $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES DATE: DESIGN ENGINEER: DATE TO CONSULTANT: *If you want your plans expedited, please submit four plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. 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I�� I is ■1■11■_ �, III ���= I;i ■�i�s1�■,': F. 'is �l e 1 0�1 IIII���1. ��:.�=� ■" :■1�:• �IIIIIIIIIIIIIIII I'@�I' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIII :. �''���������-����� Iiiiiiiji; ilim,li Ni�i� i�Il I;Iilirrrrli i�iiryrryl�l, C� n n arall� ot �_ a= Notes= Safety Glazing r3603 , 20 , 4 , 2 ] 1. All notes and details contained within these drawings are to be used 6th Edition Massachusetts B u i I d ine Code All doors and fixed side panels with 24" to either side of a door. as they u would a l to the house beim constructed. Exposed bottom ed a less than IS" above floor. 2. When plans are d in conjunction with being specifications and Notes and details apply as necessary to the house design. Individual panels that ere greater than 9 sq.ft. any disce repancy occurs, the speciFicatlons will supercede the drawings. 5asement Ventilation t 3603 , 6 , 8 . 2 , 1 s 3. All substitutions are the responsibility of the Builder. Basements and cellars not used as habitable,ocTends p P The e cu (able space shall Girder Ends t 3603 , 22 . 4 .of wood girders shall have a 1/2, air space on top,sides 4 end. 4. All dimensions are to be Field verfFted by the Contractor and any be provided with a minimum of four sliding type,or awning type basement adjustments made accordingly, windows for every 500 sq.ft. of floor area. Cripple walls 13606 . 2 . 8 4 3606 . 2 . 8 . 1 5. All work shall be completed in compliance with all applicable f=oundation cr le walls shall be Framed of studs not lethan the studs Building,Plumbing,Electrical codes. Any other local, state and/or Minimum Ceili Height t 3603 , 8 , 13 �p ss federal codes that may applyto this project shall be considered supported. When exceeding four feet in height, such walls shall be as part of the construction dcuments. Minimum ceiling height;Habitable rooms, except kitchens,shall have a framed of studs having the size required for an additional story. 6. All waste materials and debris shall be removed and disposed dis ceiling height of not less than 1' 3' For at least 50% of their required areas. p Bracing=Such walls having a stud height exceeding 14 Inches shall be of properly. Exceptions- considered to be first story walls for the purpose of determining the 1. Numbers set within I J reference that section of the 6th Edition of 3. Habitable basements shall have a minimum clear ceiling height of seven bracing required by 180 CMR 3606 , 2 . 9.Stud walls less than 14 inches the Massachusetts State Building Code. feet zero inches except under beams,girders and other obstructions in height shall be sheathed with plywood of wood structural panels spaced not less than four feet on center may project not more than attached to both the top and bottom plates in accordance with 8. These drawings were prepared per guidelines set Forth in the six inches below the required ceiling height. Table 3606 . 2 . 3a,or the walls shall be constructed of solid blocking. Mass. State Building Code Section 136 I for 14 2 family dwellings. Access to Crawl Space L 3603 . 9 , 1 1 p Garage / House Separate E 3603 . S J J Opening 18" x 24" (mina Table E 3604 . 2 . 21 Openings from a private garage with either solid wood doors 13/4" Access to Attie C 3603 . B . 2 Minimum Specified Compressive thick (mina or 20-minute fire-rated doors,self closing devices and 22" x 30' (min.) for attics with a height greater than 36" Strength 1 of concrete fire resistive rated door frames are not req'd. All door openings between the garage and the dwelling shall be provided with a rattled Sleeping Room Window Opening Type or location of Minimum Specified 1 sill with a 4 min.height. r 3(o03 , 10 , 4 . 13 Concrete Construction Compressive Strength Fire Separation 13603 , J' . 2 3 33 sq,ft.,20" x 24' In either direction. Basement walls and foundations not exposed to the weather 2,5002 The garage shall be separated from the residence and its attic area by Exit Doors t 3603 . 11 . 1 means of minimum 5/8 inch (16 mm)type X gypsum board applied to the " " �� Basement slabs and interior slabs garage side.Wherever the attic area is continuous between the garage , . . 1 - 36 wide x 6 6 high,others Z 8 wide min. . . on grade,except garage Floor slabs 2,500 2 and the dwelling a flrestop of 5/8 inch (I6 mm) type X gypsum board with a minimum of one coat compound and tape shall be used to form Interior Doors 13603 11 . 2 3 Basement walls,foundation walls, a barrier to separate the garage and dwelling. 30" wide x 6'6' high (mina exterior walls and other vertical 3,0003 Exception: concrete work exposed to the Floor Surface 13603 . 5 . 3 1 1. Bathrooms 28' (min) weather Garage floor surfaces shall slope to facilitate drainage toward the 2. Existing Bathrooms 24" (min) Porches, car port slabs and steps main vehicle entry/exit doorway. exposed to the weather,and 3,500 3,4 Ventilation Required 13603 . 6 . 2 ] Meat Detectors 13603 , 16 . 4 ] garage floor slabs Every room or space intended For human occupancy shall be provided (Reserved) f with natural or mechanical ventilation.. . Smoke Detectors 13603 , 16 . 10 1 For 51= 1 psi -6.895 kPa. Exception= Every bathroom and toilet room shall be equipped with a Smoke detector/heat detector locations; 1. At 28 days psL mechanical exhaust fan. 1. In the Immediate vicinity of bedrooms., 2. Concrete in these locations which may be subject to freezing and Minimum inimum G lazing Area t 3603 , i(O . 4 , 2 ] 2. In all bedrooms, thawing during construction shall be air-entrained concrete in Exteriorglazing area of not less than 8% of the area V2 of the required 3. In each story of a dwelling unit, including basements and cellars, accordance with Footnote 3. area of glazing shall be openable. but not including crawl spaces and uninhabitable attics: 3. Concrete shall be aF-entrained.Total air content (percent by volume 4. 1 for every 1200 sq. ft.unit. of concrete)shall not be less than 5% or more than 1%. Roof and Attic Ventilation E 3603 , 6 . 8 1 1 , 1 1 - Smoke Detector 4. See 180 CMR 3604 . 2 .2 For minimum cement content. Ventilating area shall be 1/150 of the space.This can be reduced Legend- O 1/300 when a vapor retarder is installed. 45'6' 5,61, 5101 _ 17'911 6,Q�1 _ 1 o ' r------1 --------------------------------------------------------- ---------=-----------------=--------------------- ---------------=-- ; nr -------------� ►' 1 1 ` _ 1 -----� •'� 1 -------•1------- -------------------------------- --2'811 X1,3u------------------------------------------2'811 X 13ii ' - �•�araae Finish Foundation ' 1 , j i p For requirements 10" Concrete Wall / 8'0" Pour ; p 1 , O See "General Notes' 411 Concrete Slab 1 r p 1 t 1 "Fire Separation" 3p00 si concrete 1 , 6 x 6--6/b welded wire fabric p I3b03 .5 . 2I placed at mid-depth of the slab. 10" dp.x 20" w.contln. ft'g. ; Dampproof exterior surface 2,500 p.s.L concrete ' 1 G arae� 1 � as�m��t x. 1 o moll � ; , ;-C S,O11 8,011 b'0" 41 all 4 0 ( loll n ' ''► ; 2211 1 1 --- rr ' 0 I ••1 � 0 3 1/2" Dia.Lally Columns ' ' ' W/3'(V sq.x 1'6" dp.footing -------= 1 .• � I l l l l f ' 1 1 ' u' m 0 re 'd) I I I I ,- , q � I � t --� 3 - 2x12 Center Beam (typ.) I ; 4' Concrete Slab _ _ _ L 1 1 ' g1=A�"� POCKET '- 6 l 110 1 Slope for dralrlage E ; I ;O 300 p.s.L concrete 2 - 3 1/211 Dia.Lally Columns __ ' __! 6" W x 6" Dp x 9" N ' 8hhn beam with steel ' I ; 6 x 6-6/6 welded wire fabric With 2'60 x 4'6' x 1'O" dp. footing shims or hard brick laced at mid-depth of the slab. p 1 a, 3 1/2 Dia.)_ally Columns Cn U P {1 Req'd) x ; , 1 1 1 4"{min)Step down into Crtarage With 2'b" x 1'O" d footing �' d0 i i . 20 minute fire door(min.) �' p g 34 high (min) C1 req'd) Guardrail r � ' .�• -------------------------------------------- ------- --------------------------------:-- -----� 1 1 � - -------------------------------------------; ; ; ,•. ; T ► 1 1 v------------ -----------------------; ;-----------------------; ;----_-:- - _-_-_--_- __-__--. -•►' 1 1 1 1 1 ---------------------------- ------------------------------------ ( 1011 ' r-------------� 1 1 , , n 13'b° 31611 b,O11 36 13'6" 13 6 40'0 20, 1. All dlmensions to be field verified and changes made accordingly- " 2. Foundation drainage shall be provided around all concrete or masonry foundations enclosing habitable or usable spaces located below grade. ; Ee und at io an, 13604 • 5 . I and table 3604 .S . 1 I 1/411 = 110" 3. Foundation walls enclosing habitable or storage space shall be dampproofed from the top of the footing to finished grade. 13604 . 6 . 11 16'234 20'51/2' S,6., 13'93/4„ 510" 5,83/4„ 41 9'4/4„ 6,6��4„ 3,01, 2,6" TO 3/4 6,g. 2'10' X 3'51/2' O 2'10" X 3'5W' vent C-4 1 mum 'O' SLIDING " ' " - � - j LEI 11 L - ;- - ;� 58 X552 6 -I O „ 1 e Fan 5reakfast Kitchen 'ol Lav stud 0 o , Ob C-4 I 2,411 Actual cabinet layout o; may vary (-) in 0 219,11 L21211 21011I316,11 ILI. 1=atnil o; ; o o o 4,0" 6i4 4,6. 3,�1�4„ -CA I, , -a• v ,ten I -- -------x 31011 30 6' ------- --- X 17-5 O ct3 ------- - ----- Q : C-• Cq - 30 O " high — — — — „ u Guardrail(mina - - - m handrail (typ) o u � 2'10" X 5'51/2' 210' X 5'51/2' 1=0 r Living)D in in x O ° 2'10" X 551/2" 2'10„ X 5,51/2, 2,101, X 5,51/2„ 210„ X 5'51/2° 2'O' 31011 20 ,0" 0" ��" 46„ 4 ; 56'0 First Roor Plan 1. Window R. O. sizes are for Merrimack valley Northeaster window units. 1/4" = 1'0" 1;,21 5 OCI, ft. - Liv ing 2. All dimensions to be field verffied and changes made accordingly. 41811 2'4' 51011 3Ibu 61C 6'9u ventIA! 13 4 — — — — — — — — — — — — — — — — — — — — — r 2'10' X 3'51/2' 2'10" X 3'5y2' 5'8" X 5'51/2'► l 15edroom #4 Walk-in Fan � T I I D - Closet - Cl. = Q Cl . N 2'4' n N 5'O' 5'0' } ------ in = ___® 2'8 NO 2'41, Z'b" 2�8�� 51ip11 21411 � O x M �at� - closet c1relt: 34 high (minar• Guardrail , ' O 2'4' Z L _ N Closet ----- 1 2.4" 30" - 38" high _ handrail (typ.) D o - 2',p" X 5'51/2" - o- - - - - - - - - - - - - - - 41 -, -- M 5edroo3'101/25061, \Y 56droom 5�bn b,p„ .r 2'10" x 5'51/2° 2'10" X 5'51/2" 5edroom #2 2'10" x 5151/211 L1, 2'10' X 5'BV2' 4'0' 6'6" 3�p1, 6.6., 6'6' 3'0" b'6" 4'p _ 5.8.. 5'5y2'i N 13'61, 13'011 13'61, 40'0" 16'0" 56'0" a 5_28 : Seaoed Floor Flan 1. Window R. O,sizes are for Merrimack valley Northeaster window units. 1/411 -- 1101 , ' ' , 15 $q, ft, — Living 2, All dimensions to be field verified and changes made accordingly. 40'0' O v .n X -- D N--- Q r --------- - �r 2'10" X 5'5/2" 2'10" X ret " (V 4'9' 5'0' 3C3 3.9..01 51011 4.9.. l3'O' '6•• 13'6" 13 • S Attic Floor Plan • 1. Window R.0. sizes are for Merrimack Valley Northeaster window units. 1/4" ■ 110" j� 2. All dimensions to be field verffled and changer made accordingly. 11152.5 sq, ft, — Att fC SPRUCE - PINE - FIR No. 2 Mass, FBIdO - code Modulus of Elasticity "E' ■ 1,400,000 Fb. 2 x 4 - 1 ,5 `10 2 x 10 - 1 , 105 Design Dead Load 2 x 6 - 1 ,310 2 x 12 - 1 ,005 Center Girder 4 Columnficin 2 x 8 - 1 , 210 I TABLE 3605 .2 . 3 . Id I � � Design Dead Load = 10 lbs, per square foot TRUSS, I Tables 3605 . 2 .3 . la,3605 .2 . 3 . b d 3605 .2 . 3 . is I MAXIMUM ALLOWABLE SPAT45 FOR w rRuss - JOiSTS/RAI=TERS rnu5 --30P9F joist Under Searing Partition 13605 . 2 . 3 . 21 30PSF'• 3o sr- Jolsts under parallel load bearing partitions shall doubled or a Jo let 40 PSF beam of ode uate size to support the load. Floor size 2 x 6 2x & 2 x 10 2 x 12 4o PSF 4o PSF q pp rz° oz. 10 - i >/2 13-41/2 n-i la20 -41/2 One Story Two Story Three Story Bearing t 3605 . 2 . 4 1 P irst COLUMN SPACiNGS UNDER GIRDERS The ends of all ,joists,beams or girders shall have 1112" (min)of 16" OZ, S -11/2 12-1 1/2 15 -11/2 1'1-.5 1/2 I Table 3405-6 I bearing on wood or metal and 3" (min)on masonry. SeC011d 1211 O.C. 11-11/2 14 -9 in is-10 i/2 22-4 1/2 Girder size 5ridging L 3605 . 2 . 16" O.0 10 -iia 13-41a 16 -e t/2 19 - 91a 3 - 2x12 W - 2� W - 2(o W - 28 W - 32 5 1 � One story 10'-3" 9'-10" 9'-6" S'-11" Joists having adepth-to-thickness ratio exceeding 6-1 based on nomina A tt IG 12' OL. 12-9 la 16-to la 21 .11/2 — , „ ,� dimensions shall be supported laterally by solid blocking,diagonal Two staff $ -1 6-S bridging (wood or metal),or a continuous one-inch-by-three-inch strip No future me 16' OZ. 11-11/2 15-4 i/2 19-1 1/2 — �,,,,,�,y 6'�' 6'-1" 5'-11' S'-6' set perpendicularly across the bottom of Joists and appropriately ,�tt IG 12" O.C. 16 - i i/2 21 -31/2 21-31/2 Column sizes - 4° x 4' or 3 I/2" diameter steel nailed.Bridging shall be installed at intervals not exceeding eight feet. Capes 3/12 16" O.G. 14 -11/2 19-4 1a 24 -8 In — Footing Sze-2'-6" x 2'-6' x 1'-31,d Drilling and notches 13605 . 2 . 6 . 13 ROOF 12" OZ. 12- 1 15 -3 18-0 21 -0 Notches in the top or bottom or Joists shall not exceed one-sixth of over attic 16" O.C. 10 -5 13.3 16 -2 18 -9 the depth of the Joist,shall not be longer than one-third the depth of the member and shall not be located in the middle third of the span. R O O f 12' OZ. 11 -0 13 -11 11-9 20 -6 Minimum Uniformly Distributed Notch depth at the ends of the member shall not exceed one-fourth the Joist depth, Cathedral 16" Off. 9-6 12-1 15-4 1-1"9 Live Loads (lbs, / sq, ft,) Notes: I Table 3603 . 1 .3 I �101eB 13605 . 2 . ) 1. All structural materials shall be void of any defects that may LIVE Holes drilled,bored or cut into Joists shall not be closer than two inches dMinlsh their capacity to function in an adequate manner. U S E LOAD (psf) (51 mm)to the top or bottom of the Joists,or to any other hole located ir Structural En ineerin or an other professional services that in the Joist. Where the Joist 16 notched, the hole shall not be closer than may be required shall be provided by others. Balconies and decks 60 two inches to the notch.The diameter of the hole shall not exceed one-third the depth of the joist. allowable, spam for header Garages (passenger cars only) 50(1� p Maximum allows p Attics (roof slope 3/12or lass,no storage) 10 supporting wood frame walls Attics (limited storage) 20 I TABLE 3606 .2 . 6 I Headers (n Livings Areas (except sleeping rooms) 40 Size 5upport'g 1 Story 2 Storle Walls not Sleeping Rooms 30 of Roof Above Above supporting. 4O(2) Header Only floors or roof Stairs 2-2x4 4' Csuardra(Is and Handrails 200 c ' (single oncentrated load at any point along top) 2-2x6 6 41 ' 6' 101 Note= 2-2x8 8 (2)Stat treads shall be designed for a single concentrated 2-2x10 10' a' 6' 121 load of 300 Ibs. over an area of four square inches. 2-2x12 12' 10' g' Y1 1. Nominal four-inch thick single headers may be substituted for double members. 2. Spans are based on No. 2 Grade Lumber with 10' trlbutary floor and roof loads. 4" Slab Stepdown Standard Soffit Sill _ 2x Bottom Plate Ed , Mass, s1da , coe�p_ lac Band Joist �t Roof Rafter Insulation Maintain 1" min.clear. 2x Floor Joist n o I - 2x6 P.T. 10'0" ° 77' ' Fascia Board 1 - 2x6 K.D. 5111 Ceding Jois Soffit _ w/5111 Sealer 4with venti Anchor Balt or min. _ Mudsill Anchor Straps Concrete Foundation Step l=ooting Standard Soffit Center Beam -� 2x Bottom Plate Chimney clearances r 3610 . 2 . 5 I Roof Rafter 2x Fire Blocking Chimneys shall extend at least 2 h her than any portion of the Maintain 1" min. clear, bulldin within 10' but shall not be Tess than 3' above the O 1ir IInsulation point where the chimney passes through the roof. Hurricane clip 2x Fioor Joist Center Beam Gambrel Cantilever 4 Soffit Fascia Board !_ally Column Cap Plate Soffit fasten to Center Beam with venting -- � Roof Rafter J_ally Column Y Mudsill ,anchor Exterior lnterm, Fir. Ridge Beam 1(ng Joist Spacing Continuous Baffled Ce p g �lan Ridge Vent - 2 x 4 Bottom Plate 2x Bottom Plate (max.) (max.) _ Ridge Beam Zx Band Joist 2 x S 6 16" O.C. Floor Sheathing r o a ° o a v a ° Floor Sheathing - n n - a -- 2x Band Joist Q � Roof Rafters ��2x Floor Joist a 2x Floor Joist Fascia Board Simpson Mudsill a ° Anchors 'MAb" -- 2 - 2x Top Plate - - - - - - 2 - 2 x 4 Top Plate See note 'Sill Anchorage" 13604 . 10 I --------------------------------------- Anchor Solt Cantilever midge Board Raised Soffit Roof RaFter Continuous Baffled #423 Simpson clip angle ' Spacing Flan Rid a Vent 1 - each side (typ.) Floor Sheathing 9 6'-0" 1'-O" Ridge Board 2 x 16 Plate (max) (max.) Solid Blocking 2x Bottom Plate w/6 - 16d nails � n 1 x S Collar Ties 314' Plywood each Joist/rafter a a—T"a a - 2x Floor Joist 2x Band Joist 9 4'0" O.C. 4 . o _ o . O � 2x Band Joist ° A ' Q Insulation Roof RaFters Fascla Board Anchors bolts or 2 - 2x Top Plate Cantilever -- _-- Ceiling Joist App'd Equivalent - _. Overhang - - _ _ - _ - Soffit See note "5111 Anchorage" C 3604 . 10 1 with venting 0„11 L 5'O'12'0° l2' Xl2' Deck -- ------------- ------------- - ------------ ---- P = _ _ _ - - - Stair location,number ' of risers and treads may vary due to 1'0" Dia. Concrete Pier site conditions, ' �. O ' O 2x10 (PT) 6161O.C. ' Joist ++anger (typ.) ' [=MAXIMUM ALLOWABLE SPANS FOP,STS iN DECKS AND BALCONIES - I TA5LE 3605 .2 .3 . 10 4 3605 . 2 . 3 . ld I 2 x 10 (P T) Ledger Southern Pine No. 2 Non - dense Lag bolts Qa 16" O.C. Modulus of Elasticity "r:" = 1,400,000 Fb: 2 x 6 - 1,325 2 x 10 - 1,095 Founaatl0 G Erai1IlIn 2 x 5 - 1,265 2 x 12 - 1A35 _ „1/4 1 O 1/4' = 110" Joist 2 x 6 2 x 8 2 x 10 2 x 12 Size joist iZ" O,G. 8 -11 11-10 14 - S ll -5 Spacing 16" OL. S -z 10 -9 12-8 >4 -11 1. Deck design loads-60 ibe per - Live Load, 10 lbs psf Dead Load. 2. Final deck location to be determined by builder and site conditions. 3. Deck finish materials to be determined by builder. 5' Clear(Max) Rail (Decking,Posts,Railings,5alu5ters ) 4. 50ttom of footing to be 4'0" (min)below finish grade. O Post 5. See Stair Framing Section Detail drawing for additional information Flashing regarding= Stalrway Width,Treads and Risers, Guardrail Details, Lag bolts 6 16" O.C. 3 - 2 x 10 PT) Guardrail Opening Limitations,Wandralla t Nandrall Grip Size. Decking 6 x 6 (P.T.)Post Grade Post Anchors ---i-2x peck Framing (P.T) � a A, Joist Hanger a . - Concrete Foundatlon Colonial Drafting Services 110 Main St,, unit 0204 rewlCsbur�, MA 01816 4ouas Connection v4" , I'o' (978) 851- 330 1/2' = 1'0" AFUE rating with Multiple Systema _ nd ! MAScheck Software Users Guide Chapter 11, 3rd paragraph I Notes and details apply as necessary to the house design, t . . , When installing more than one piece of equipment, National Fenestration Rating Council Minimum Duct insulation r Table J4 , 4 , 1 , i I you must use the efficiency of the equipment with the lowest rating. ( NERC Label ) r A , 5 , 3 ] Inside building envelope or in unconditioned spaces. Air leakage- r J4 , 3 , 2 1 Windows,Doors and Skylights shall have (NFRC) labeling. TD is less than or equal to 15 Not required Use default values from tables Ji , 5 , 3a, 4 b when U value Window and Door Assemblies is not available• TD is less than or equal to 40 and greater than 5 R - 3 . 3 Manufactured doors and windows, maximum allowable infiltration vapor Retarder r J4 , 2 . 1 3 TP is greater than 40 R = 5 .O see note I rates In per table J4 . 3 . 2 Required on winter warm side of exterior walls, floors and TP is defined as the temperature difference at design conditions Frame Type Windows Doors unvented ceilings. between the space within which the duct is located and the (cfm per ft of (cfm per ft2 of door area) design air tesiperature in the duct. operable sash Access openings: r J4 . 2 , 5 1 crack) r Note - 1: insulation resistance for runouts to terminal devices less than Openings through insulated envelope such as hatches, 10 feet In length is not required to exceed an R-value of 3 , 3 . Wood 0 .34 O . 35 0 . 5 scuttles,pull-down stairs,etc. shall be insulated to the Aluminum O . 31 O . 31 O ,5 same level as surrounding area. Minimum Pipe Insulation r Table J4 , 4 , g 1 PVC 0 . 31 O . 31 0 . 5 System capacity= r J4 , 4 , 2 . 1 , 14 Exe. 1 I Rated output capacity of the system at design conditions System up to 2" diameter shall not be greater than 125% of the calculated design load. Low pressure/temperature system „ Table Jl , , 3a if the rated output capacity of available equlp���ent options 201 - 250 degrees 1 V2 thick exceeds 125% of the design load,then sgOnmeflt ;with the Low pressure systems: �� U-value Default table for Windows,Glazed Doors and Skylights smallest output capacity above 125% of the load shall be used, 1120 00 degrees 1/2thick Double glazed Glazee E Single glazed Glazed with atom Air Leakage r J4 . 3 . 3 3 1"ietal e Wood O , Joints, seams or penetrations in the building 45`bevel 45°bevel Fixed 1 . 05 Operable envelope that are sources of air leakage shall be Protective membrane O ' SS O . 60 sealed. . , examples= Door O ,99 O • 51 fill- Skylight i . 50 O • 88 Joints between framing Ewindow/door frames, Wood / Vinyl Wall assemblies or their sills d plates, ��• a iO erable O ,94 0 . 56 . 01 1=Upced O 1 . 04 O . 5l Walls 4 roof/ceiling, D Rigid insulation aD A + 5 = 48' (min.) Door O . 98 O . 56 Separate wall assemblies, _4 6 a (see MAScheck Skylight 1 . 41 0 , 85 Walls 4 floor assemblies, print out for min. LRigid insulation R value req d) a (see MAScheck print out Glass Block Assemblies 0 .60 Penetrations of utility services, sa . for minimum R value required) Table A , 5 , 3b Penetrations thru wall cavity top 4 bottom plates, D - U-value Default Table for Non-glazed Poore Sealing around tubs and showers, d a a - e "• a a - . • a Steal Doors (1-3/4" thick) With l=oam Gore Without Foam Core Attic and crawl space access panels, Recessed lights, 0 . 35 0 . 60 Plumbing,electrical and HVAG penetrations, option - 1 option - 1 Without Storm Door With Storm Door and all other openings in the bid g envelope. Wood Doors (1-3/4" thick) These are openings located In the building Slab On Grade Panel with 1/16 Inch panels 0 . 54 O . 36 envelope between conditioned space and Hollow core flush 0 . 46 O .32 unconditioned space or between the condnioned Exterior Perimeter Insulation Details Panel with 1-VS inch panels 0 . 39 O . 28 space and the outside. V2' = 110" Solid core flush 0 , 30 0 . 26 Hal MEMOIMMINION I 1111111 MEN MIN 111111 .•� i i • • �� '- --- C281202Continuous Baffled Ridge Vent 10, 10, 10 / 14-14 2 x 12 Ridge Board I x 8 Collar Ties 6 4'0" O.C. located in the upper third of the 12 height of the roof,measured from -- the sill plate to the ridge. iz 17 - - �^ Roof '- Composite Roofing No. 15 Building Paper V2" Plywood p �� 2 x 10 QI6 O.C. Attk 3/4 T 4 G Plywood CzI- - - �, BeamCelli= Fascia Board 2X 10 16 O.C. s R30 insulation Soffit � Vapor Barrier with venting j 1/2' Wallboard. o 5-218 -Floor �.�t�GtlO�i - 0 3/4" T 4 G Plywood 1/4" = 1'O" � Second 2 X 10 a6 I6' OZ. a o - - - ball. Cedar clapboard slding Fire Blocking Air Barrier 1/2" Plywood 2x (o Q 16" O.C. o R19 Insulation o p Q Vapor barrier 441 V2' Wallboard Floor a� 3/4' T 4 G Plywood o 2 X 10 9 I6" O.C. sill - First- - R19 Insulation 1 - 2 x 6 P.T., I - 2 x 6 K.D. Continuous Sill Gasket Fire Blocking i/2" O.D. Anchor Bolts 6 6'O" O.C. -Approx. Y _ foundation Finish 3 - 2 x 12 Center Beam 10" Concrete Wall / 8'0" Pour Grade 3,000 psi concrete F 10d . x 20" w.Contin. ft' . 3 1l2 pia. Lally Columns "s p 9 Dampproof exterior surface 14'0" 14'O" Perimeter drain (typ) ` r 4" perforated PVC pipe Crushed stone Basement 4" Concrete Slab Filter membrane cover _ - y 13604 . 5 Foundation Drainage I I Table 3605 .5 . 11 W24120ro Continuous Baffled Ridge Vent 2 x 12 Ridge Board 'v r Attic - -- Cep 12 2x8 - 16' OC, R30 insulation Vapor Barrier 1/2' Wallboard. . O cc ComR mp Roofing No. 15 Building Paper Flg2cr 1/2' PI wib O.C. ood 3/4 t d G Plywood �j Second 2 x 10 a6 16" O.C. -- 2 x 8 O - - -- j S M M Fascia Board R30 insulation R30 Insulation Soffit with venting UICIE vinyl siding Air Barrier 1/2' Plywood 1xle, 916' oz. Floor R19 Insulation a 3i4" t 4 G Plywood VT or barrier 2 x 10 .9 ib" O.C. 1/2 Wallboard First RM Insulation 1 - 2XbPT., I - 2x6KD, 2X Fire Blocking _ Continuous Sill Gasket A rox3 2 x 12 Center Beam • p . -__ 112' O.D.Anchor Bolts 9 6'0" O.G. Finish �ara�Te Finish For requirements Foundation Grade "General 3 I/2" Dia.Lally Columns 10" Concrete Wali / 8'O" Pour see General Notes 'Fire Separation" 3p00 psi concrete E3&03 .5 .23 10" dp.x 20" w,conth ft'g. f Dampproof exterior surface 4" Concrete Slab Perimeter drain (typ.) $asement 4" perforated PVC pipe _ _ _ — Crushed stone Filter membrane cover } ¢ I 3604 .5 Foundation Drainage I I table 3605 .5 . 11 If U-0 LA I ILA 114 16-0• 1/4' f 1,0° Colonial 2LS/166 - Two L Stairs-/ I Stmo% l *I+ tair Drafting LIQU Services Fram Section Detair Stairway Width: 110 Main St., Unit 0204 Bldg. J Code 13603 .13.11 Width=Stahogs shall not be less than 36' in clear Width.. Tewksbury, MA 01816 �t� Edition Mass, V tUg. 'reads and misers 1J18) 85 I- 330 C 3603 .13.2 1 Treads and risers=The maxirum riser height shall be a 1/4" and the minirun tread depth shall be (3" Tolerance between adjacent risers=3/16" Total Meer dimension tolerance 3/8" Nosing Profile: C 3603.13.2.1 1 Nosing proFile=d noehg shall not extend more than 11/2" beyond the Face of the riser below. 2x deader 2x Floor jolst 2 -2x Header d Headroom _ 0 S" m•i n 1 mum cfl x _ C 3603 .13.3 7 Headroom:The mininum headroom in all pats of the tread -0 12 T Q S' =9'O" stairway shall not be less than 2 x12 Stringers Firesto pp ing: � CM2 x d Fro Bloektrr3 L 3606 .2 .'T] Fiestopphg shall be provided to cut off all concealed (P ' Placed parallel with stringers spaces between stat strhgero at the top and bottom of the run. co w :' @ �� Guardrail Details: X „ ; balconies,decks or 2 x 4 Studs(!✓eyond} L 3603.14 .2.17 Guardrail details Porches, M `�` i I „� raised Floor surfaces located more than 30" above the Floor or grade below shall have guardrails rot lees than 36" h height.Open elders 2x Header 2x Floor joist 2-2x Header of stairs with a total rise of more than 30" above the Floor or grade _ below shall have guardrail,which shall also serve as handrails, o i not lees than 34" *Wght measured vertically fron the noehg 2 x 4 Studs of the treads, a m°g°"�} Guardrail Opening Limitations: +t i C 3603.14 .2.2 t Exc.I Requied guardrails on open side of staimays, Z x 12 Stringers balconies,porches,decks and raised floor areas,shall have intermediate ralle (p .e Yr r with fraulatTon balusters or ornamental closures which prevent the passage of an object R 4 = Z x 4 Fro Blockhg 5' or more In diameter. of ` Placed parallel cv , with stringers II i"9 Exception;Triangular spaces formed bg the riser,tread and botton rall of 2x Header a guard at the open side of a sta" may be of atze to prevent : -?x Floor Jobt the passage of a sphere 6" in diameter. -------- Center5am Handrails: 13603 . 14 . I.. 1 I Nandralls having 30 min, and 38" max, heights • ' ( respectively, measured vertically-Prom the nosing of the treads, O I m r shall be provided on at least one side of stairways of 3 or more risers. u cc) r r I -.moo 2 x 12 Stringers pxceptbns @l.atly column Q�eyond) 1. Nandralls shall be permitted to be interrupted by a newel rz I post at a turn. 2. The use of a volute, turnout or starting easing shall be allowed Minimum tread =S" r over the lowest tread. I Handrail Grip Size: Stairway circular handrail cross section= 11/4' min. and 2" max. Other shapes,perimeter= 4' min. and 6 1/4" max. Cross-sectional dimension of 2 5/8" max, t 3603 . 14 . 1 . 2 I SEPTIC PLAN SUBMITTAL FORM LOCATION: NEW PLANS: YES $125.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUA`TION/FORMS INCLUDED: YES NO DATE: DESIGN ENGINEER: f��-� DATE TO CONSULTANT- 117C *If you want your plans expedited, please submit four plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. When the submission is all in place, route to the Health Secretary. SEPTIC PLAN SUBMITTAL FORM LOCATION: /-0/ 'Y NEW PLANS: YES $125.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO DATE: DESIGN ENGINEER: DATE TO CONSULTANT: When the submission is all in place, route to the Health Secretary. Town of North AndoverNaRTN .1f OFFICE OF 3�0`,„ '°.e � COMMUNITY DEVELOPMENT AND SERVICES ° .” p # Y 27 Charles Street +�4 North Andover, Massachusetts 01845 WILLIAM J. SCOTT SSACHUS� Director (978)688-9531 Fax(978)688-9542 November 16,1998 Atlantic Engineering&Survey 97 Tenney Street Suite 5 Georgetown,MA 01833 RE: Christian Way Extension/Brook Farm subdivision Dear Mr.Halloran: This is to notify you that the proposed septic plan for Lot 4 Christian Way Extension/Brook Farm has been disapproved for the following reasons: 1. Septic tank manhole to within 6" of finish grade missing. (310 CMR 15.228(2)) 2. Both septic tank and D-box missing 6"stone bases. (310 CMR 15.221(2)) 3. In"General Notes" section there needs to be a statement that"No garbage grinder is allowed." 4. Missing elevation of the garage floor and driveway grading. (NA 8.02t) 5. Please change note in leaching area to define proposed leaching field. 6. Please justify use of field. Trenches are to be used whenever possible. (310 CMR 15.240(6)) 7. Please check proposed contours 158 and 160. 8. There appears to be a conflict with the proposed grading on the plan view and on the profile. Please address. If you have any questions,feel free to call the office. Sincerely, Sandra Starr,R.S. Health Administrator Cc: File BOARD OF.APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 tov-09-98 12 :49P Paul D. Turbide, PE/PLS 508-465-0313 P.06 November 9, 1998 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 120 Main Street North Andover,MA 01845 RE: Title V review for Christian Way Extension,Lot 4 Dear Sandra, Enclosed find the"Checklist for North Andover Septic System Plans" for the above- mentioned site. The following is a list of all the`Problem'areas and deficiencies Port Engineering has found. • One of the three access covers of the septic tank must be raised to within 6"of finish grade by riser sections of 24" minimum diameter(3 10 CMR 15. 228(2)) • D-box must have 6" stone base. 310 CMR 15.221(2) • Septic tank must have 6" stone base 310 CMR 15.221(2) • In the"General Notes"section of the plan should be added the requirement that: "No garbage grinder shall be installed". (It is stated in the"Calculations" section in the calculation of flow that the system was designed for no garbage grinder,but I feel it should be stressed elsewhere on the plan in an area that the future owner of the property can plainly see that no garbage grinder can ever be installed.) • The proposed elevation of the garage floor,as well as grading on the driveway is required.NA 8.02T Minor comments: • On sheet one,within the leaching bed shown on the plan, is the statement: "PROP. SEPTIC". To be more accurate and descriptive,this should be changed to"PROP. LEACHING FIELD". • The proposed contour"158"(as it runs around the cul-de-sac from Lot 3)crosses over proposed contour"160"(this happens between the proposed Leaching Field PORT on Lot 4 and the street). it I ENGINEERING, Civil Engineers& Land Surveyors One Harris Street Newburyport,MA 0]950 (978)465-8594 Nov-09-98 12:49P Paul D. Turbide, PE/'PLS 508-465-0313 P.07 RE: Title V review for Christian Way Extension,Lot 4 Minor comments, continued • The proposed grade on the Profile does not reflect the final grading shown on the Plan on Sheet 1. The profile shows the minimum fill required for the leaching bed on Lot 4 using a 3:I slope 15' ofd but the plan shows the fill being level across Lots 4 and S. Both systems need fill,and the grading reflects that both systems are "sharing" fill. While this is not necessarily a problem,to be more accurate the profile should show the conditions shown on the plan view. If you have any questions or comments please feel free to contact us. Sincerely Carlton A. Brown,PE/PLS r FORM lI SOIL EVALUATOR FORD• Page 1 of Date: No. x/98 Commonwealth of Massachusetts �. Vc2 , Massachusetts ,Soil Suitability A�ssessrnent for On-site Sewa e hr's Qsal Date: Performed By: MA1N N ►ARAN A , A��NMI ,ah IT Witnessed By: E — LOT �/ pwrcraName. MARC-VApkZ—" AN-tvNGULA Location Addrw a Q R wvK IFA R M Addraa,And LO,, 111'I G ATew coc> D R NORMA AN Vov ER Tc'cP'101C VA 22 D 3 7 ew Construction ❑ Repair ❑ ' Office Review " Published Soil Survey Available: No ❑ Ycs �. Publication Scale I' Soil Map Unit. �L1-- Year Published „jgbl - Soil Limitations -�� --- - Drainage Class Surficial.Gcologic Report Available: No t rl Ycs ❑ Year Published — Publication Scale -�•-T- Geologic Material (Map Unit) . Landform Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary-No Utes ❑ Within 100 year flood boundary No Eyes ❑ Wetland Arca: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current'Water Resource ditions (USGS): Month --� Range :Above Normal CoZNormal ❑13c1cw Normal ❑ Other References Reviewed: Der APPROVED Foam•12/071§5 FORM 11. - SOIL EVALUATOR I+OItM Page 2 of 3 Location Address or Lot No. iQQoae- f�eM On—sit Review Deep Hole Number'779-11- Date:..., .B__�3�9� Time:.: Weather Location (identify on site plan) Land Use . V mM12- Slope (%) _ Surface'Stones . Vegetation . FneEESEX Landform , iO /ASH PLAW Position on landscape (sketch on the back) . Distances from: Open Water Body 4100' feet Drainage'way 4100 feet Possible Wet Area .4100 feet Property Line 410 feet Drinking Water Well 4-100 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon, Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, ^/o Gravel) S AP S , 30 -71b M orr^Lg�s 38 2 sr ?• 5r 132 �- L.S. • OPOSL , J TE A Parent Material (geologic) Feo, JLAC1AL. UU-!"yyA!;H DopthtaBodrock: Depth to Groundwater: Standing Water in the Hole: NG�O Weeping from Pit Face: Estimated Seasonal High Ground Water: 6)- 114D77ZZ — DEP AI'PItOVL•D FOILNI-12107/95 FORM LL - SOIL, EVALUATOIZ FORM Page 3 of 3 Location Address or Lot No. WT 9 Detennination ,for Seasonal , 'il;h Water Fable Method Used: ❑depth observed standing in observation hole...." D. inches ❑ Depth weeping from side of observation hole .......... .... inches [ Depth to soil mottles .. :: inches ❑ Ground water adjustment ................... 'feet, Index Well Number .................. Reading Date ................... Index well level .................. Adjustment factor ................... ' Adjusted ground water level .................................................. Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? !'ES If not, what is the depth of naturally. occurring pervious material? Certification I certify that on (date) I have passed the soil evaluator examination approved by the Dep rtment of Enviro ental Protectiondrnin and exthertise anhe d experove ience was performed by m consistent with require 9 P described in 310 CMR 15.01 Signature Date DLP APPROVILD FOR,N1• 12/07/95 r. .. •. .�1. • ,v/ ,a;, F.cy li•.1r,1;• IS ^ii- 6. .Si".%. l .i..>i:•1.. .r. ,. .. .. . • 1 FORM zz SOIL EVALUATOR FORi1 Page 1 of Date: 8/6/98 No. Commonwealth of Massachusetts A1 .%1vrcoveEFn__ , Massachusetts Soil Suitability A�ssessrrrent for on-site Sewa e Di osal Performed By: F a A �rnc E Date: .81243h— performed 12 I19�r-8•�--•�^ tAA Witnessed By: EDos AAF�& R ppK FARM — l�T owner's Name. MA RCA R� A N'MW C 1—W Q Location Address or Address.and UxI N0Rcb1 ANVovER Tcicpb=1 11191 CIATzwcoD DR ALEXAtl DRiAc VA 22- 7 ew Construction ❑ Repair ❑ ' Of{�view Published Soil Survey Available: No ❑ Yes Publication Scale �.I53d Soil Map Unit. .30--- Year Published .�•1—� "�1� 1-i-r�G • (�f p�g21 � uE T_,_,int�� Drainage Class .. . . - -- Soil Limitations a Surficial.Gcologic Report Available: No D yes ❑ Year Published Publication Scale - -- Geologic Material (Map Unit) . Landform Flood Insurance Rate Map: Above 500 year flood boundary No ❑—Ycs Within 500 year flood boundaryNo UYcs ❑ Within 100 year flood boundary No zYes ❑ Wetland Arca: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Currcnt'Water Resource Co ditions (USGS): Month •-•---- Rang c :Above Normal Normal ❑Belc^ Normal ❑ Other References Reviewed: DEP APPROVED FORM• 11/07195 FORM ll - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 09211- FA-9M h T' On-Site Review. Deep Hole Number A=A--J-9B Date:....Ba.1 ? Time::- . I:.o'T Weather Location (identify on site plan) Land Use Slope (%) 3 Surfacc•Stones . Vegetation .. F04z1:ke5 Landform , ouTWASH P1.PttN Position on landscape (sketch on,the back) . Distances from: Open Water Body 4 t oc� feet Drainage way 4)0c' feet Possible Wet Area -�-toL feet Property Line e- I o feet Drinking Water Well c lob feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizog Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsoll) Mottling (Structure, Stones, Boulders, Consistency, Gravel) )'o YR 12- AF L 3/z i IoYR 30 �W S.L. -7/8 M o?T•u 5 3 v 10 YR• 8/2 12D C S.L. $ ioYK „ Parent Material (geolooic) p12o G7 u1e–iA l– "oL-tWA S44 Depthtol3edrock: Depth to Groundwater: Standing Water in the Hole: Mb Weeping from Pit Face: Estimated Seasonal High Ground Water: 31, M D ZJ-LLS — DEP APP1tOVED F0101-12/07/95 I,OItM lI - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. A LQr'r 4 ,determination tfor Seasonal High Water Table Method Used: [9' Depth observed standing in observation hole././6 .. inches ❑ Depth weeping from side of observation hole .......... .... inches (Depth to soil mottles ...::.3;.4(, inches ❑ Ground water adjustment ................... feet, Index Well Number .................. Reading Date ................... Index well level .................. Adjustment factor ................... ' Adjusted ground water level ........................................................ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Lis If not, what is the depth of naturally..occurring pervious material? Certification I certify that on -7 0� (date) 1 have passed the soil evaluator examination approved by the Depar ent of Envir ;nmental Protection and that the above analysis was performed by me onsis ent wi e required training, expertise and experience described in 310 CMR 15. Signature Date DEP APPROVLD FORA1•12107/95 Town of North Andover < ra oTN OFFICE OF 34.°. o COMMUNITY DEVELOPMENT AND SERVICES ° 30 School Street North Andover,Massachusetts 01845 WILLIAM 1.SCOTT s3ACHuset Director OUTSIDE CONSULTANT ESCROW AGREEMENT NORTH ANDOVER BOARD OF HEALTH FILE Agreement is made this na- aa , lqq between the Town of North Andover and A-A o f 2Dj 1-1 1 -L-A for Soil Test , Plan Revie Ln"t"� --1 Y7)Z)lc— r(2— � KNOW ALL men by these present that the Applicant hereby provides the own of North Andover with a check in the sum of $ 7�' S to be deposited in an escrow account for the Town of North Andover and has deposited in an interest- bearing account as designated by the Town Treasurer to be expended by the North Andover Board of Health to insure payment to any outside consultant ( s) for Soil Tests, Plan Review for the above referenced project . This agreement shall remain in full force and effect until the specified project has reached completion . 0 ' and of Health Chairman Applicant or Agent Date Date, WILLIAM ANTONELLI 3-96 sa 560 392 JANET M. ANTONELLI Je2239gsi 6 / 1e 5431 FLINT TAVERN PL. BURKE, VA 22015 Pay to the order of DD/v6/1) Dollars Crestar Bank Alexandria,Virginia 688-9535 1:0 S 6 0 0 10 7 91: 8 2 2 3 9 5 9II' 039 2 [46 *LAIN STREET Atlantic Engineering & LETTER OF TRANSMITTAL Survey Consultants, Inc. Land Surveyors- Civil Engineers -Planners 97 Tenney Street — Suite 5 Georgetown, MA 01833 (978)352-7870 — Fax(978)352-9940 Transmittal To: North Andover Board of Health Date: 10/22/98 Job No: 9701-02 Ref Lot 4 -Brook Farm Attention: WE ARE SENDING YOU X Attached Under Separate Cover Reports Letter Original Plans X Forms X Prints Specifications Shop Drawings COPIES DATE DESCRIPTION 3 10/2/98 Plan of Proposed Sewage System 1 10/2/98 Application for Disposal System Construction Permit THESE ARE TRANSMITTED as checked below: For your use Approved as submitted Resubmit copies for approval X For Approval Approved as noted submit As Requested Returned for corrections Return corrected prints For Review and comment Other * Remarks: CAWINDOWS\DESKTOP\Coleen's Briefcase\Transmittals\Brook Fane Lot 4 Septic-BOH.wpd No. (� ��T g (��gT T FEE C®MM®N V'�Y LA LT14 OF MASSACHUSETTS Board of Health, Al- 0041VO? , MA. APPLICATION F®I, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to ConstructW Repair( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components Location 3ff k Fj f,4 t— CMJ.. T/4-✓ l✓,!} 6-XL. Owner's Name Pi . # #7T 1 Alrit/ Map/Parcel# /0 't Q — PAe7- /` Address 1117 F,-rEwftn ,�LGXqu2,41.4 1/A Lot# Telephone# 742 - -7 Installer's Name Designer's Name ATtaN7ie t s4Ar v� Address Address OWAWMWd' /kA Telephone# Telephone# 97Oo 3 Z 9%7Q Type of Building Lot Size $0113f# sq.ft. Dwelling-No.of Bedrooms ��' Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) gpd Calculated design flow Design flow provided S-V gpd Plan: Date q I Number of sheets Z Revision Date Title 1-07- 4" — 04100;'1 FSM Description of Soil(s) lk G Soil Evaluator Form No. Name of Soil Evaluator M,b4AU-"44✓ Date of Evaluation `y Q DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspections No. C®1°ll° O WEALT14 Of MASSACHUSETTS FEE Boardof Health, p� �T,MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector: Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. FEE COMMONWEALTH OF MASSAC14USETTS Board of Health, ,MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health s = a 'k x Vii!^ t i�r i.� .iV A ti ;'9 a�r �k rti; Lc L- r a+�- �.•.,l pM1S a 'uk� C����f;y�*.s, 'G:';v", -a;s�.„ x..: �•.� }g.raxr's. �i�.x.-�'•.xi 4y,',;iy �>u,,°�.r:^.,#*x� ^'�=� ���,.:- '--'+fss �'`.. # DATE `t' Sheet of BOARD OF HEALTH TOWN OF NORTH ANDOVER SUBSURFACE DISPOSAL DESIGN REVIEW FEE_ �oL� . PERMIT # c/o 34 DATE RECEIVED IRIsh-3 APPLICANT ASSESSOR'S MAP_ /Lh ADDRESS PARCEL # LOT # 4 STREET e1 e15,r1A�v l/4)' G=XT ENGINEER �TG/,�iyTic- ADDRESS PLAN DATE //�i5�93 REVISION DATE CONDITIONS OF APPROVAL: APPROVED DISAPPROVED �. -D15G�G�fANG�! /i(/ x/93 so/L G66S /N f T� C�� 1d/87 oT, �it/svFi=iGl�q/r L�.9C'ff /a�'l�H p,kl 47 /�/�ED C=D,o�/ 4/- ,e�co�2/��D 6AJ �/UDs © T /ST L /iV�S Tn �o , C 1 PLAN REVIEW CHECKLIST ADDRESS C�,�,�,(ST/,�,(J �j�y / ENGINEER GENERAL 3 COPIES Z/ STAMP LOCUS v— NORTH ARROW L'"" SCALE CONTOURS PROFILE �� SECTION `� BENCHMARK_Z SOIL & PERC INFO ELEVATIONS WETS. DISCLAIMER c:, WELLS & WETLANDS✓ WATERSHED? DRIVEWAY_�(Elev) WATER LINE FDN DRAIN SCH40 TESTS CURRENT? `- SEPTIC TANK MIN 1500G V/ . 17 INVERT DROP L,-' GARB. GRINDER(+200% EDF) 25 ' TO CELLAR MANHOLE TO GRADE ELEV GW D-BOX SIZE # LINES FIRST 2 ' LEVEL STATEMENT INLET /j9. J - OUTLET �i`t l$ _ / 7 (2" OR . 17 FT) TEE REQ'D? LEACHING MIN 660 GPD?z RESERVE AREAL,--' 4 ' FROM PRIMARY? 4-,--� 2% SLOPE 100 ' TO WETLANDS t./ 100 ' TO WELLS ✓' 4 ' TO S.H.GW, / 35 ' TO FND & INTRCPTR DRAINS ✓ 325 ' TO SURFACE H2O SUPPr/ G�SLG N 4 ' PERM. SOIL BELOW FACILITY .✓"` MIN 12" COVERL.-- FILL? `:-- (25 ' if above natural elev; 101if below) BREAKOUT MET? TRENCHES MIN 660 gpd SLOPE (min . 005 or 6"/1001 ) >31COVER?-VENT SIDEWALL DIST. 2X EFF. W OR D (MIN 61 ) IS RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10 ' MIN. 4" PEA STONE? BOT X LDNG + SIDE X LDNG = TOT (L x W x #) (G/ft2) (DxLx2x#) (G/ft2) Copyright 0 1993 by S.L.Stan M PITS MIN 660 LEACHING MIN 1 (131x16 ' ) PIT MANHOLE/PIT GW MIN 41 BELOW BOTTOM EXC 2x EFF W OR D 12"-4811 STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS MIN 660 LEACHING GW MIN 411 BELOW COVER >3 FT - VENT MANHOLES 12"-4811 STONE SPLASH PADS SLOPE . 005 BED/TRENCH (Bed max. 601 X 601 ) MIN 131 X 161 PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W)xD x #) (G/ft2) FIELDS / MIN 660 GPD� 900 ft2 BED i/ PERC RATE FASTER THAN 20M/IN GW MIN 41 BELOW BOTTOM OF FIELD PIPE ENDS JOINED? _)<' 411 PEA STONE?-D—( DIST LINE SLOPE . 005? >31COVER-VENT SCH 40 MIN 1211 COVER •ss RATE/OM //� LDG /•.0 X 660 = //8g 44,-2 q- = TOTAL /0-1� k • Ss ft2/G REQID (ft2) LXW DOSING TANKS AND PUMPS DIMENSIONS X X = PUMP CAPACITY Spm L W D Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME Spm MANHOLES TO GRADE ALARM SEP. CIRC. GW (Min. 11 below inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL OP. SWITCH Copyright©1993 by S.L.Starr Town of North Andover, Massachusetts Form No.2 f MORTIy BOARD OF HEALTH qq 19 Q3 . F w P • ono r-•j" • -=�— DESIGN APPROVAL FOR • ;,SACMUS t� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM • Applicant Test No. : Site Location 4 011 A 1--i'L-1 /VL A K x.4 • Reference Plans and Specs. I • ENGINEER DESIG DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH �1 Fee l.F O Site System Permit No. 3 i i i i •s lj� 1 it — I�� i s a� . ATLANTIC ENGINEERING AND SURVEY CONSULTANTS, INC. y : : •~ 33 WEST, MAIN STREET, GEORGETOWN, MASSACHUSETTS, 01833 (617) 352-7870 . (617) 593-3395 SOIL LOG'S Location: c1191s)///J 11AY t;YT /'✓C/I/;/ //p�7: , ' Vo t nos Dates '�My Test: performed by: �'abrn/ Z i//C✓' observed bys / /f- r—,?AF Pit # 7 Pit # g Elev. Elev. 5Gl G TO pvtI �o LOG- Water Depth Water Depth Water Elev. Water Elev. Perculation data/# Perculation data/# Dates Date: Elevations Elevations Top of Pit Top of Pit Depth to test Depth to test Depth of test Depth of test Time Time " Soak start Soak start end end Average min/inches Average min/inches • ; • n / • • F: Y N Olt O LOT 4 / 4s.F._r 0 2 o 7 G. ioo - o ,'• ' / crop It I LOT 3 �Q' Y3 l o o s.F. -ir„ 'Frcrc. Maj' t - ` \ /• ��7•�:� ft': t 'p a.� � ! � t a •� ' ..R�h�t�s �� �'�'r / �, ' _• d � � r.y , �4� r. R fir• y ' •+ .'• � �� / �/ tQ� �Y t4pvo����� � tit d Y�' f�/� • ��Z���w' y � d'J � •/, i�� =f'. :. t.a^ ,+1 �y'.`t' i.is �•�'� 71�S.a I • ,,+'��,*,tT "t..ttFyy��� �J.It�i. .t s '! `,'` } ; � .q .' j yr �"1'��7..,.. • k•'�'•6r#;� ••{ _ �`''�5�. \ AA - ''' cT //J1 .�• Z < < `.'•t" ,�Y� ��• rz fi. f<yfw���,st�'= \ i• ., K �/ 1 ' ,,�., r Ta ''1♦ f"'.�'�C`y�'"`��=e�if'+T}+♦iyM�L�,t�, \ i i i ' t� i � 1 ♦� r i C J "�jr t. _l.R, �,,v-1a \, t�:, . :,1i: t 4. a.:�C'Rt. 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'1,1`,,r a 4..�!` ^:t y ' 1. � .'��tit,.``11t''�yy t.k .��-�•'4� { t � �` v\ �' A .v('f Il. �y�� �•.. 11 l � ..�� lt.\ r •t' + 1� 1 �. { ! '' 'Ml�.eik4' !Stltin"`AtVtE#f1licYfitpnt�fluli �t"�t ti, \ t �_ tr, tk R `Y ,•v.i a r. a" .., r •.. 'QC�vtt:31_ HE�r}a�NIY'`item,�iittbncl�iiliktf��M'�►�'�t4:� ,t \t?6►.� +.� ..+.�. ac ��t.••,.v, .-- •,,,•,.t,�..••-., w . � Town of North Andover, Massachusetts Form No.2 NORT1y BOARD OF HEALTH o -19 DESIGN APPROVAL FOR ss"CHU SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM • Applicant—WrM • 0yr\.A-bY\eku. Test No. : Site Location7"t' "b �CJ Reference Plans and Specs. C— ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH : 6D Fee lZC Site System Permit No. 16 qV 1/8/99 Memo to File RE: Lot 4 Brook Farm Met with Tom Manetta on 1/7/99. After discussion agreed that Lot should be designed with a field because a costly retaining wall would have to be constructed if trenches were installed. Town of North Andover E 4ORT4 OFFICE OF 32°<<'`" ^,tiooL COMMUNITY DEVELOPMENT AND SERVICES A 27 Charles Street :�o North Andover, Massachusetts 01845 sgcHus���� WILLIAM J. SCOTT Director (978)688-9531 Fax(978)688-9542 November 16,1998 Atlantic Engineering&Survey 97 Tenney Street Suite 5 Georgetown,MA 01833 RE: Christian Way Extension/Brook Farm subdivision Dear Mr.Halloran: This is to notify you that the proposed septic plan for Lot 4 Christian Way Extension/Brook Farm has been disapproved for the following reasons: 1. Septic tank manhole to within 6"of finish grade missing. (310 CMR 15.228(2)) 2. Both septic tank and D-box missing 6"stone bases. (310 CMR 15.221(2)) 3. In"General Notes" section there needs to be a statement that"No garbage grinder is allowed." 4. Missing elevation of the garage floor and driveway grading. (NA 8.02t) 5. Please change note in leaching area to define proposed leaching field. 6. Please justify use of field. Trenches are to be used whenever possible. (310 CMR 15.240(6)) 7. Please check proposed contours 158 and 160. 8. There appears to be a conflict with the proposed grading on the plan view and on the profile. Please address. If you have any questions,feel free to call the office. Sincerely,,J / Sandra Starr,R.S. Health Administrator Cc: File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 r' - -- - --- - -- - -- ---- -T - , . -r �' 2 6 0 03 ,-T r . :� - --- I i I I I 1 S� � i Town of North Andover E NORTH 14 OFFICE OF 3�0 t" 10 ,a�6 0 COMMUNITY DEVELOPMENT AND SERVICES 27 Charles Street CG North Andover,Massachusetts 01845 "SSgCNUSEtty WILLIAM J. SCOTT Director (978)688-9531 Fax(978)688-9542 February 2, 1999 Atlantic Engineering &Survey 97 Tenney Street Georgetown,MA 01833 RE: Brook Farm/Christian Way Extension,Lots 1-7 Dear Mr. Manetta: This letter is to inform you that the proposed septic plans for Lots 1-7 Brook Farm/Christian Way Extension have been approved. Please do not hesitate to call the office atthe number below if you have any questions. Sincerely, Sandra Starr,R.S. Health Administrator Cc: M. Antonelli W. Scott File BOARD OF APPEALS 688-9541 BMDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Jan-13-99 11 :38A Paul D. Turbide, PE/PLS 508-465-0313 P.04 January 13, 1999 Sandra Starr North Andover Board of Health Administrator Office of Community Development and Services 120 Main Street North Andover, MA 01845 RE: Title V second review for Christian Way Extension,Lot 4 Dear Sandra, I have reviewed the revised design plan for the above project with revision date of 1 l December 1998. I find all my original concerns have been addressed except for the following. As per 310 CMR 15.221(2)there must be a 6"stone base beneath the d-box and the septic tank. The plans correctly have added"310 CMR 15.221(2)" and have added a six inch base beneath the d-box and septic tank on the plans, but they still call for"gravel" instead of"stone". The word"gravel" should be deleted and the word "stone"put in its place. (If this minor change is made, I do not need to review this plan again.) If you have any questions or comments please feel free to contact us. Sincerely Carlton A Brown,PE/PLS PORT ENGINEERING Civil Engineers& Land Surveyors One Harris Street Newburyport,MA 01950 (978)465-8594