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HomeMy WebLinkAboutMiscellaneous - 23 PALOMINO DRIVE 4/30/2018 23 PALAMINO DRIVE 2101108.C-0136-0000.0 Town of North Andover NORTH IBuilding Department ��°zt(,`"D ;°.��o 27 Charles Street = �� North Andover, Massachusetts 0184-5 78 6 7 i .: 9 88 95=15 Fax 978 9 688 54 �r _ � °R�ren Py�S LSSA[Hus�� APPLICATION FOR CERTIFICATE OF OCCUPANCY/ INSPECTION ADDRESS �3 �i�-Coy-, //1.0 J; LOT NUMBERS SUBDIVISION 1 DATE REQUEST FILED DATE READY FOR INSPECTION / FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING CONSERVATION DATE PLANNING ;'�_ -�' ,! � DATE Q 13 o D.P.W. — WATER DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED THE INSPECTION UEST DATE. SIGNATURE /DPW AU HORIZATIO I 1 CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 3c , 3 Date THIS CERTIFIES THAT THE BUILDING LOCATED ON °� ��✓4 "�3 Pd Id M i/V o MAY BE OCCUPIED AS /e F '`fin'' // �w����'4 IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. /�� •� SSS' t3,nrh� - a 5ta//�9c/�d O, MORT CERTIFICATE ISSUED TO o'160 ADDRESS CHus`` Building Inspector i NORTH Town of Andover 4 No. A o dover, Mass., COC-CME-ICK ADRATED P9 I S ` BOARD OF HEALTH PERMIT T Food/Kitchen Septic System IV, BUILDING INSPECTOR THIS CERTIFIES THAT............ v. ........ ....... .........1Foundation Al ...... vr ..................................... 'q,C�tP---'`,I—�-� P has permission to erect.................../................ buildings on .40�... Q4. Rough��j�1 � cimney p� I/) L:% to be occupied as....7...Rev. �� �� ,..a ski/ , r Md �� y Chimney provided that the person accepting this permit shall in everyrespect conform to the terms of thea lic tion on file in this office, and to the provisions of the Codes and By-Lawrelating to the Inspection, Alteration and onstruction of Final/f/fu 'tC� � Buildings in the Town of North Andover. , 08 �P�L�UMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. ou hyo- 3 /v PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INS EC Rj UNLESS CONSTRUCTIO ST S ............ .......... . ...... ............ ............. .... .......................... BUILDING INSPECTORina Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final /W__ No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. G`�! SEE REVERSE SIDE Smoke Det. JUL-02-2001 03 : 15 PM MARCHIONDA&ASSOCIATES 731 433 9654 P. 03 i 55iL ��3U' oA S27'24°16"WI52333'10"VY 68.52' %�4�) r- 4 9. g-o20of 41.02' t�0j I I Iv I a V V) ILOT 90A m I 41.3 11036 S.F. N r*1 I 0.25 Ac. .p: >r O� r "' rrn V o K: Io 7,5' o Z EXISTING FOUNDATION 17.14' EL-147.29 I I I 29.2, i Ln I .5' I I j 28.4' w I L=100.00; R-42258',00' 11 PALOMINO DIRVE N0 39CQ A �q� F� C'�L.) WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN, THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY IN AN ESTABLISHED 100 YR.FLOOD2/1993 . THE RE IS NOT LOCATED HAZARD ZONE. LINE DETERMINATION. CERTIFIED FOUNDATION PLAN LOT 90A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP. OF NEW ENGLAND STONEHAM. MA. 02180 257 TURNPIKE ROAD SUITE 200 (781) 436-6121 SOUTHBOROUGH, MASSACHUSETTS 01721 SCALE:1"=20' DATE: 6/29/01 Location oCf1 23 � No. Date `s C3� NORTH TOWN OF NORTH ANDOVER s « Certificate of Occupancy $ MuE<�' Building/Frame Permit Fee $ �08� s•�cs v Foundation Permit Fee $ f Other Permit Fee $ TOTAL $ Check # 000 0 14 6 S11' 9 a Building Inspector Location No. 2-cz.3 Date / �-r-4 NORTH TOWN OF NORTH ANDOVER Oft �ao ,•,�O 3? i. --_ • OL Certificate of Occupancy $ CMUSEt� r, Building/Frame Permit Fee $ F 4 �' Foundation Permit Fee $ 40ther Permit Fee $ TOTAL $ Check # z:7e % Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE2 OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: a DATE ISSUED: v � SIGNATURE: Building Commissioner/Inspector of Buildings Date SECTION 1-SITE INFORMATION ®� Q 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number �—_�/_i_Gc../ /�Sf'l-►fes" 1.3 Zoning hiiormarion: 1.4 Property Dimensions: f V_R, f, s JO Zoning District ProposeTUse Lot Area Fronta e ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Re aired Provided 1.5. Flood Zone Information: 1.7 Water Supply M.G.L.C.�10. 54) 1.8 Sewerage Deposal System: Public J0'—_Pm,ate ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record Ike 7VJZYI ,(7JFC/ �oKoU Address for Service 0 r .x'24 9-0'-/7 Signature Telephone 1 2.2 Owner of Record: V Name Print Address for Service: gig—,a_t.r e Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Cons uction Supervisor: Not Applicable ❑ Licensed COIIS•rnCt1Un Supervisor: 900W 07'73S'. O License Number Address !�2 /7 Expiration Date Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name _! Registration Number M Address r Expiration Date Sismaiure Telephone SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) j Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buildingpermit. Si ned affidavit Attached Yes .......11 No.......L� SECTION 5 Description of Proposed Work check all applicable) New Construction 4�- Existing Building ❑ Repair(s) 0 Alterations(s) 0 Addition ❑ Accessory Bldg. 0 Demolition ❑ Other 0 Specify Brief Description of Proposed Work: Oo©d SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFI,CIALUSE ONIY Com leted b ennit applicant 1. Building a Building Permit Fee ( ) g O 3 g' 7 7 Multiplier Electrical - b Estimated Total( ) T 1 Cost of 00 01 Construction � (,� �VS i 3 MechPlumanical -?0 00 ©A Building Pennit fee(a) X (b) 4 Mechanical(HVAC) X00, mo Fire Protection "� p Is 6 Total (1+2+;+4+5) Check Number SECTION 7a OWNER AUTHORIZATION 'TUBE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT /Sni as Own /Authorized ent of subject property Hereby authorize to act on My beh� ,in Il matter alive to an ed by this building pe application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1.properly as Owner/Authorized Agent of subject Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Name 5 Stanat[[re of OWner/Aeent Date NO. OF STORIES `Z SIZE lnd� �G�c3r/ /�Ac.,� ZS phot BASENffffNT OR SLAB .■.}- SIZE OF FLOOR TIMBERS 17 S- LP 2 ' LP/ 3 Z�CQ' SPAN / DIIVIENSIONS OF SILLS 2 DIMENSIONS OF POSTS 1l X q DIN4E NSIONS OF GIRDERS Z — Z A/Z HEIGHT OF FOUNDATION -f/0 " THICKNESS // SIZE OF FOOTING 2 o"' X 01 � MATERIAL OF CHDVINEY Q— C IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE �►�O I L I Del'/ .31oup rdX Jun iJ Luuu i1-�u r. i.5 FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the , applicant and or landowner from compliance with any applicable requirements. r....■r a.r r r.a r r.......r r r..r r■..■r r.r r r..r r.r.a.r r.........a.a a..r r r.r■..a a r i AP PLIC�,NT,�T��/ll� ��1ia di�A �/,��/'jilcl PH NE 5�� ��17-GZ✓YDa X o�S''�/ i ASSESSORSMAP NUN1BER QHS C LOTNUMBER. 1-3(0 j SUBDIVISION l'ES/r //law LOT NUMBER STREET /���.�o �.eiyG STREEI'NUMBER a3 ...r..■r a.a.■r a......■..■.■■....■.......r.r..■■■r...•....•r.r..... ...r■ OFFICIAL. USE ONLY .a IR. r... r r.a r..•..r r......r r..■■....■r.■.....r a r r r....r...■.r s..■r r r r a RECONMENDATIONS OF TOWN AGENTS a ■.r r r.♦.... ....■...r..r■....r.r r r.........r.r r r.r.r r...r.r r■.. ■r a.r a a. tc DATE APPROVED CO SERVATION ADtrLMSTRATOR t DATE R.I JECTED cOrurM-�"rrs DATE APPROVED (42 TOWN P R DATE REJECTED COlvfi�fEVTS DATE APPROVED FOOD INSPECTOR HIE.A.LTH DATE REJECTED DATE APPROVED �zd SEPTIC INSPECTOR-HEALTH DATE REJECTED C OtvMEN-tS PUI3LIO WORKS -SEINER/WATER CONNEC I TONS6S- G DRIVEWAY PERMTI �- - DATE APPROVED FIRE DEPAR DATE REJECTED '. • 1 : COtV2vrPN-rS t Ii RECEIVED BY BUILDING INSPECTOR DATE f • j I i. • LMesiti Dev Group Fax:978-5578160 Jun 13 2000 12:43 y P. t L � TOWN OF NORTH ANDOVER BUILDING DEPARTMENT PPLICATION TO CONSTRUCT REF.•fi,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING 5.1 IUMDIING PERMIT NUMBER: DATE ISSUED: T_GN ATURE: Building Cortunissioner/I or of Buildings Date Z I!ECTION. I-SITE INFORMATION 'LOt Q �} 1 1.t F'rvprn} Address: 1.2 AssessMapors ap and Parcel Nanccr. O I_a� -- A Ira-,oAIO &Li'rr4- - /OFS G 1136 vizp Number ?arcel`lumber 1.3 Zcnmg InformaUaa: 1.4 Frape:ty Dimrnsarns; VR L AA 00 oningt Distrix Prop se Lot.Area sf1 .6 BUILDL`G SETBACKS(fl) Front Yard Side Yard Rear Yard Required Provide Required Provided Re ed Provided 5 , I 3o= C7 Wirer Suvpty M.G.LC.40.5 34) 1.5. Flood Zone Inf-A on: 1.3 Sc— z—Dispas4l.Sysi - . D •.+slit V Pz-cvatc .] Zame Cucside Flood Zoaa 0 `G wit Q On Site Disposal System Q kECTION 2 -PROPERTY OWNERSHIP/(ALTHORIZED AGEl`lT rn .I Owner of Rxord 'h\a- 5f' Moo P-IIS T-Alys LLC i-�3I u -nx1 St Sv�'t-G- D-F IV A�Jc�tr2 lame(Pr iti nt) Address for Service is;narurr Telephone 3 Owner of Record: Name Print Address for Service: signature Tele hone SQ iECTION 3 - CONSTRUCTION SERVICES ,.I Licensed Construction Supervisor: Not AppEicacie Q COA I,i-ense-d Consuuction Supervisor. License Nu-zber — >.ddress Spar-S —�O/� �lri,B�l� 6 - Z3- ZQa� Exviratroa Dare iQttaturc Telephone r ;.3 Registered Home Improvcment C:oa nuctor Not ApoLcaoie u D Company'Namt � c Rcgistradcn Number r Wdress Z Explracon Cate G - t Mes i t i Dev Group Fax:978-5578160 Jun 13 2000 1243 P.03 SECTION 4-WORKERS COMPENSATION(5CQI- C 152 25r,(6) Worken Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will reault in the denial of the issuance of the building permit. Signed affidavit Attached Yes......X No.......0 SECTION 5 Descri don of Prn osed Work check all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition uc ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: r. �4pC� i=re/+M/_ .�1'/VG�l= ✓AM /70niC :/ SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be _ t " "'j`> '~•T _ Completed by t a plicant ` _' +_ 73 Y :„_'Fi .: u ;t..—�+�•": ;rr3.t.. .a::.lr _°73[i.4��itR_..i :_.�t' nc!•'�.iv _ .. f 7__Ari sr 1. Building (a) Building Permit F,!--- - S�S�'.S Multi lier 2 Electrical (b) Estimated Total Cost of �a Construction 3 Plumbing O eV 01 Building Permit fee(:) x (b) 4 Nfechaiucal(HVAC) IC2 O 0 5 Fire Protection 6 Total (1+2+3+4+5) 1�-> I Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WAN OWNERS AGENT OR CONTRACTOR APPLIES FOR BU LDL-ITG PERMIT as Owner/Aur~orized Agent of subject properly Hereby authorize to act on , Mti bona ' i. all a lative to work-authorized by chis building permit application. �6 L Si�tature o[0 e Date —� SECTION 7b O t _ THORIZED AGENT DECLARATION 1, �y�/�/c,� ��L' as Ou-a/. uthorized Agen f subject property Hereby declare chat the statements and information on the foregoing application are true and accurate,to the best of my knowledge and Fel let < c a rvG� Print�fa�� ��/� Signature-of Owner/A-ent Date NO. OF STORIES S= arx 32X311 ><20 SASENIE, OR SLAB SIZE OF FLOOR TL2IB:.RS 1' /y fr /A 2' /'%-/PI 3 2 XV- /K D SPAN DL�LENSiO_NS OF SILLS :-2 A DMENSIONS OF POSTS X DNMENSIONS OF GRDERS Z— F-M(GFTi'OF FOUNDA-70N 7r.�cr�rEss SIZE OF FOOTLNG , �' Xi0.1fL ' NLA TE RIAL OF C HILA O — Ca---ARAA1C0 IS BUILDING ON SOLID OI2 F�LED L.A.N-D IS BC,TLDLNG CONNECTED TO\yTLRAL GAS LI,t 1 GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUIGDING DEPARTAff This form shall be used to assist the Building Department in their determination of excrription.undcr section 8.7.6 of the Torn of North Andover Growth Management Bylaw.The applicant shall provide all of the - necessary information as requested below. Lo f, aF �iG� E.yc%Q,r/d -23 l�/OM /©'7 /dg� 3' Permit Applicant Property address Map;/Parc 1 Sam 7�7-coo a X as"S� Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 oftheGrowth Managanxnt Bylaw.I also understand providing this forth 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 is 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 cr reconstru on of a dwelling in existence as of the effective date of this bylaw,provided that no additional residential unit is created. 'rbe lot(s)was/was created prior to May 6, 1996 and are exempt from the provisions of section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals,where all ofthe conditions of 8.7.6 are met and or represents dwelling units for senior residents,where occupancy of the units is restricted to sertior citizens 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 part of a development project which voluntarily agreedto a minimum 40%permanentredudion in density(buildable lots)below the density 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 or farmland.The land to bepreserved shall beprotected 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 edsting and not held by a Developerincommon ownership with an adjacent' parcel on the effective date of this Section 8.7 and 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 Id which is ready for a building permit(all other permits from all otherboards and commissions have been received and the project is in compliance with those permits),and the Development SdneduleAcies 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 submit an approved FORM U.with this E�IPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER 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 EXENI[PTION AS CITED ABOVE. FURTHER I UNDERSTAND THAT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE.` CHECFNGOFF0FAAJ30%,7EE.XEMMON WHICH DOES NOT COMPLY,WHETHER DONE TO MY KNOWLEDGE.OR- NOT IS GROUNDS FOR REFUSAI,BY THE BUILDING DEPARTIAENT TO ISSUE A BUILDING PERD•IIT. APPLICANTS SIGNATURE DATt THIS FORM TO BE ATTACHED TO THE BUILDING PERMIT APPLICATION i y�,`.�w�� .c^{a�F t,•, .�.�x. - ... a,� ^° r+' r-s ,.- .s ,,f�r-Y�a._. �e'�r t Tic' r" ' Sx[t 3�'1,�.{-'Y(N°�y"t �"4-�t7� C' ( -', �.. ei.i 1.3.. ...�I.s1 � ::-3: i""�".•kt.. ..-,. .i '±.r _.. ... _l�N".7H!;.; �_ Fti .,,�,�..t.;:_x'.�,....?ueC .�.k trl,T,:�f:.,St44' ��t��1� ..:{:.,, r� Mes i t i Dev Group Fax:978-5578160 Jun 13 2000 1254 P. 19 L The Commonwealth of Massachusetts Department of Industria!Accidents Office of Investigations , Boston, Mass. 02911 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone a am a homeowner performing all work myself. i �I am a sole proprietor and have no one+Acrking in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: M.2 G TE /{0�6 eo 2,0, 0/` Address d- S L(!t E ay U City: S0Ur12Y,0.eoa W//, O /7Phone#: $ Oso- ,' Of- 600oZ) 5-5/ InsuranCe Co. AG/!!!e- yG5;eS e0. Policy# 5GF els/ 3011 YY/ Comony name: i Address City Phone* Insurance Co. Policy# Failure to secure overage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as cMi penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. 1 understand that a copy of this statement M(y be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify under the pains and penalties of perjury that the information provicL-d above is true and correct. i . Signature Dated OU Print name Phone ii Official use only do not write in this area to be completed by city or town official' ❑ Building Dept i ❑Check if immediate response is required Building Dept ❑ licensing So card I ❑ Selectman's Office Contact person: Phone 9. ❑ Health Department Other !RM WORKMAN'S COMPENSAT70N f i . j P I � i i Mes i t i Dev Group Fax:97.8-.5.57816.0.. Jun 13 2000 1253 . -,..,P. 18 B UILDiNG D EP ARTNL-NI T DEBRIS DISPOSAL, FORM In accordance with the prwisions of MGL c 40 S 54, a condition of Building Permit Number Is that the debris resultina form this work shall be disposed of in a praperiy licensed solid waste disposal facility as ` defined by MGL c 11, S MA The debris will be disposed of in: SrApriaw Location of Facility SLV=ure o'f- ermit AFP 1' scant zoo � Date NOTE: Demolition permmt from the Town of North Andover must be obtained for this project throudl the Officeof the Building Inspector a. d. f C.E RT I F I CAT E OF INSURANCE ISSUE DATE: 6/16100 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED COMPANIES AFFORDING COVERAGE COMPANY A Pacific Employers Insurance Company COMPANY B COMPANY C COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I. INDICATED,NOTWITHSTANDING-ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS I CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. — ----------— ------ ---------._._._...- ---._._.. - .-._.._............. ..._.. - _. .... _.._ EFFECTIVE EXPIRATION CO TYPE OF INSURANCE POLICY NUMBER DATE DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. ON AN OCCURRENCE BASIS PERSONAL&ADV.INJURY EACH OCCURRENCE ADDITIONAL INSURED: FIRE DAMAGE(Any one tire) MED.EXPENSE(Any one person) li AUTOMOBILE COLLISION DEDUCTIBLE COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: { COMBINED SINGLE LIABILITY LIMIT (Owned,Hired&Non-owned) ' ADDITIONAL INSURED: I EXCESS LIABILITY EACH OCCURRENCE AGGREGATE S j WORKER'S COMPENSATION and WLR C4 301187A 5/1/00 5/1/01 S...TATU.TORY LIMITS . .................................................................................................... A EMPLOYERS'LIABILITY EACH ACCIDENT $1,000,000 \MA,NV SCF C4 3011881 5/1/00 5/1/01 DISEASE-POLICY LIMIT $1,000,000 DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYEE: IN COURSE OF CONSTRUCTION: I PER OCCURRENCE LIMIT MORTGAGEE: SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) i DEDUCTIBLE PER OCCURRENCE i OTHER 3 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS I 'I(I CERTIFICATE HOLDER CANCELLATION e.s }i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED f i BEFORE THE EXPIRATION DATE THEREOF,WE WILL ENDEAVOR f TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE i HOLDER NAMED TO THE LEFT. AUTHORIZED REPRESENTATIVE� a MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: -16-2000 TITLE: Lot # 90A Huntington Elevation #1 Forest View PROJECT INFORMATION: Forest View North Andover, MA COMPANY INFORMATION: Pulte Home Corporation New England Division NOTES: Customer purchased elev. #1, one walk out bay, one additional window, & a transom package. COMPLIANCE: PASSES Required UA = 527 Your Home = 527 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 170838.0 0.0 51 WALLS: Wood Frame, 16" O.C. 2567 13.0 0.0 211 GLAZING: Windows or Doors 537 0.330 _ 177 DOORS 44 0.280 12 DOORS 20 0.160 3 FLOORS: Over Unconditioned Space 280 30.0 0.0 9 FLOORS: Over Unconditioned Space 1428 21.0 0.0 63 FLOORS: Over Outside Air 16 30.0 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 250 of the design load as specified in Sections 780CMR 1310 n 4.4. r v V Builder/Designer A0 , Date ��l MAS check INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Lot # 90A Huntington Elevation #1 Forest View DATE: 6-16-2000 Bldg. Dept. Use CEILINGS: [ l 1. R-38 Comments/Location � WALLS: [ ] 1. Wood Frame, 16" O.C. , -1 Comments/Location �Q�- WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.33 For windoy�s without label values, describe featur # Panes 4; Frame T e v Therm 1 Break? [ Yes [ ] No Comments/Location i DOORS: [ ] 1. U-value: 0.28 - \ Comments/Location N [ ] 2. U-value: 0.16 Comments/Location FLOORS: [ ] 1. Over Unconditioned Spa 01 Comments/Location [ ] � 2. Over Unconditioned Space, R-21 Comments/Location F2'4;�2 [ ] 3. Over Outside Air, R-30 Comments/Location WA- d HVAC EQUIPMENT: 1. Furnace, 80.0 AFUE or higher Make and Model Number v►�Ifi "f�� AIR LEAKAGE: - -- ... [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. r I VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: ( ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125°1 of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 200 of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40' 1.0 1.0 1.5 1.5 [ .] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- t /721 7z-1�,�`f T2,72 /w jz,ov �52x5(72-,K z �) i � 31052 II �2-- I • ' r Z ( n �, 2p MAY-08-2001 11 : 19 AM MARCHIONDA&ASSOCIATES 781 438 9654 P. 03 z B Old ............ 4» 4u. -wT 90A 14 53K'. SF 7 c- -c �50 (D LLJ 117' 41:7 wo PULTE H ME CORPORA 11111 RESERVES RIGHT TO MAKS FIELD CHAN S TO THIS PL PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY, THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME, PROPOSED SITE PLAN LOT 90 FORES-T VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE, SUITE I PLILTE HOME CORP, OF NEW ENGLAND STONEHAM, MA. 02180 257 TURNPIKE ROAD - SUITE 200 (617) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"-20' DAM 5/7/01 May-17-01 09: 29A P.01 FRC)61 PUL,TE .. . . FAX NO. 4017396457 May. 17 2001 09:57AM P2 CERTIFICATE OF INSURANCE ISSUE DATE 04t27/2001 ;,` THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED COMPANIES AFFORDING COVERAGE Pulle l Loma Corporation of New England 257 Turnpilw Road,Ste,200 COMPANY A Pacific Employers Insurance Company Southborough.MA 01772 COMPANY a Legion Insurance Company COMPANY C COMPANY D ACE American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THC INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWFTHSTANDINO ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHPA ODCUMENT WITH RESPECT TO WHICH THIS CERTIFICATC MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LkWrS SHOWN WAY HAVE BEEN REDUCED BY PAID CLAIMS, ..• �.".T' �-�.*".,J.- '`T r-'r-•'m 77"R__r"� �:' ��,.•'��-�`?`.E:��....�._ '.�s� P07A�1{A��t�'..,` �1CF(i� . ��t '.Y..r�ft 2`� .r �. s. W. �-3 i:� '�' as'+Y is r-.. • —�.r '; '•- : -;' �-. .�-*_�i__.•A+�w'sir.,�•,,�'�'��'p,�-r:rb4��n_�;%; B GENERAL LIABILITY GENERAL AGGREGATE 515,000,000 COMMERCIAL GENERA L4-02 L LIABILITY G 92043 05!012001 0Sl01/2002 PRODUCTS-COMP/OP ACG. S15,0I0,000 ON AN OCCURRENCE BASIS PERSONAL ADV.INJURY S1e,000,000 ADOMIONAL INSURED: i EACH OCCURRENCE $15,000,000 FIRE DAMAGE(Arty one fire) $1,000.000 MED.EXPENSE(Any one person) 55.000 AUTOMOBILE COLLISION DEDUCTIBLE LOSS PAYEE COMPREHENSIVE DEDUCTIBLE CAL HO 7682773 0=1/2001 =112002 COMBINED SINGLE LIABILITY LIMIT $1,000.000 D ADDITIONAL INSURED: (Owned,Hired and Non-~*d) EXCESS LIABILITY EACH OCCURRENCE AGGREGATE TLfTOR A WORKER'S COMPENSATION and WLR C43091748 05/01/x001 05/01/2002 STAY LIMITS ^"u''•�".se'wti^`ti- ............................ EMPLOYERS'LIABIUTY EACH ACCIDENT S1,0p0 000 MA,NV SCF C4 3091DISE AS!-POLICY LIMO 51,000,000 81 a OSID1f1001 05/012002 PROPERTY DFSF.ASE-WIA emPLOYtE_ $1.000.000 LOSS PAYEE: REAL AND PERSONAL PROPERTY,INCLUMNO WHILE IN COURSE OF CONSTRUCTION: PER OCCURRENCe LM/IT MORTGAGEE: SPECIAL FORM((NCLUGING FLOOD AND EARTHQUAKE DEDUCTIBLE PER OCCURRENCE OTHER OF.SCRPTION OF OPERATIONS/LOCATIONSNEHICL ES/SPECIAL ITEMS AU projects in the Town of Grafton i CERTIFICATE HOLDER CANCELLATION Town of Grafton SHOULD ANY OF THE ABOVE DESCRIBED POLtCeES BE CANCELLED 30 Providence Road BEFORE THEEXPFRATION DATE THEREOF,WE WILL ENDEAVOR TO MAIL Grafton MA 01519 22 DAYS WRITTEN NOTICE TO TME CERTIFICATE HOLDER NAMED TO THE LEFT- 2554 AUTHORD:FD REPRESENTATIVE �. .� JUN.15.2001 12:45PM PULTE NOME CORPORATION OF NE NO.463 P,225 x MAScheck COMPLIANCE REPORT 4assachusette Energy Cade ( Permit # (. MAScheck Software Version 2.01 j Checked by/Date CITY: North Andover I: STATE: Massachusette HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-15-2001 TITLE: Millstone, elevation #1 !; 1,,% Lot #90 Forest View North Andover, MA. j COMP 0 i; Pulte Home Corporation of New England NOTES; Customer ordered elevation #1, a transom package, and 'a walk out bay : I.L.O. a twin window. COMPLIANCE: PASSES Required UA = 491 Your Nome = 456 i Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ' r - CEILINGS 1393 38.0 0.0 42 WALLS; Wood Frame, 16" O.C, 2577 13.0 010 212 GLAZING; Windows or Doors 3870,33 128 DOORS 21 01160 3 DOORS 39 0.280 11 FLOORS: Over Unconditioned Space 125221.0 0.0 55 FLOORS: Over Unconditioned Space 140 30.0 0.0 5 FLOORS: Over Outside Air 16 30.0 0.0 1 HVAC EQUIPMENT: Furnace, 81.0 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 thanxt design load as specified in 'Sections 780CMR 131,0 an Builder/Designer Date 0 j JUN.15:2001 12:46PM PULTE HOME CORPORATION OF NE NO.483 P.3i25 HAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Nillatone, elevation #1 DATE: 6-15-2001 j Hldg. ( Dept. ( Use 1 CEILINGS: j Comments/Location �1,,,� j WALLS: ( ] 1 1. Wood Fra/e, O.C., R; Commence Locatiati on ( WINDOWS AND GLASS DOORS: [ ) j I. U-value: 0.33 j For windo without labe d -values, describe featur j # Panes Frame Type Therms Break? [ es [ ) No ( Comments/Location ( ( DOOMS., [ ) ( I. U-value: 0.16 """"'I Comments/Location �i *0"1d"ti �+ [ ) 2, U-value; 0.28 ( Comments/Location ___ r ( FLOOP.S: [ ) 1. Over Unconditioned Space, R- 1 q Comments/Location f25�- I [ ] ( 2. Over Unconditioned Space, Rl7 a ( Comments/Location___ ,4�' ( ] ( 3, Over Outside Air, R-30 /y j Comments/Locaticn �V ( HVAC EQUIPMENT: [ ] , 1. Furnace, 131.0 AM or higher Make and Model Number ' 1 AIR LEAKAGE: ( ) Joints, penetrations, and all other such openings in the building ( envelope that are sources of air leakage must be sealed. When ( installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the ( inside of the recessed fixture and ceiling cavity and sealed or ( gasketed to prevent air leakage into the unconditioned space. ( 2. Type IC rated, in accordance with Standard ASTM R 283, with no ( more than 2.0 cfm (0.944 L/a) air movement from the the ( conditioned space to the ceiling cavity. The lighting fixture ( shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. j JUN.15.2001 12:46PM PULTE HOME CORPORATION OF NE NO.483 P.4/25 i i VAPOR RETARDER; L ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and. floors. { MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined, Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans I? or specifications. DUCT INSULA'T'ION: i; C ] Ducts shall be insulated per Table 74.4.7.1. DUCT CONSTRUCTION; [ ] i All accessible joints, seams, and connections of supply and return i ductwork located outside conditioned space, including stud bays or ;i joist cavities/spaces used to transport air, shall be sealed j using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be i omitted where gaps are less than 1/8 inch. Duct tape is not i permitted, The MVAC system must provide a means for balancing i air and water systems, I i i TEMPERATURE CONTROLS: C ] ( Thermostats are required for each separate HVAC system. A manual, I; or automatic means to partially restrict or shut off the heating i and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING; [ ] Rated output capacity of the heating/cooling system is i not greater than 125 of the design load as specified i in Sections 780CMR 1310 and .74.4. i III jl C ] SWIMMING POOLS; All heated swimming pools must have an on/off heater switch and j; require a cover unless over 20* of the heating energy is from non-depletable sources, Pool pumps require a time clock. I [ i RVAC .PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in,) : PIPE SIZES (in.) i HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" i Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 110 1.0 1.5 2.0 i COOLING SYSTEMS: I' ( Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 j L a CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : I ,i :I i JUN.15.2001 12:47PM PULTE HOME CORPORATION OF NE NO.483 P.5i25 I ` f PIPE SIZES (in.} ( NON-CIRCtMATING ( CIRCMATING MAINS & RUNOUTS ( SEATED WATER TEMP M ., RUNOUTS 0--1n ( 0-1.250 1,5-2.011 2.0+11 ( 170-180 0.5 I 1.0 1.5 2.0 ( 140-150 0,5 ( 0.5 1.0 1.5 ( 100-130 0.5 0.5 0.5 110 I NOTES T! FIELD (Building Department Uae Only)------------------------- I i I �I I. i' i i i { i i i . i I • i JUN.15.2001 12:47PM PULTE HOME CORPORATION OF NE NO.483 P.6/25 i I 25 r✓� / 6 I h 2)-114 7 1 got G I i JUN.15.2001 12:48PM PULTE HOME CORPORATION OF NE NO.483 P.7i25 r . fir.--- ; x 1-4.-S- i Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L -I C C A L C U L A T I 0 N S C 0 V E R S H E E T Lot # Ift, Forest View Estates, North Andover, MA 1© W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (qpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.10 gpm AT A PRESSURE OF 54.94 psi AT THE BASE OF THE RISER (REF. PT. 9) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # , Forest View Estates, North Andover, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 ( ] TEST AREA 2 [ ] TEST AREA 3 (a REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft qpm psi 25 5.40 38.75 22. 60 17.51 26 5.40 38.75 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.10 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS . 250.00 gpm [ ] THE INSIDE HOSE [ ) RACK SPKLR'S. [ YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi 'IRESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 295.10 gpm ; AVAILABLE PRESSURE 96.37 psi AT 295.10 gpm ' OPERATING PRESSURE 69.25 psi AT 295.10 gpm PRESSURE REMAINING 27.12 psi THE/ ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A BACKFLOW PREVENTER ( ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE i i i i I i i Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # ' r, Forest View Estates, North Andover, MA ` o PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 45. 10 135. 00 0 0.00 100 111 8.550 0.000 0.000 69.25 63.24 6.00 209 210 45. 10 835.00 3 64 .21 100 111 12. 640 0.000 -2. 600 63.24 65. 84 0.00 210 258 45. 101005. 00 0 0.00 100 ill 8.550 0.000 8. 667 65.84 57.14 0.03 258 158 45. 10 20. 00 3 1. 66 100 17 1.481 0.153 0. 000 57. 14 53.83 3.31 158 9 45. 10 32.00 0 0.00 100 17 1.481 0.153 0.000 53. 83 54 . 94 -1. 11 9 10 45.10 17.75 32 3.32 120 18 1.265 0.235 2.925 54.94 41.06 10.95 10 11 45.10 5.50 0 0.00 120 18 1.265 0.235 0.000 41.06 39.76 1.29 11 17 45.10 21 .25 3 1 .99 120 18 1.265 0.235 0.000 39.76 34.30 5.46 17 18 45.10 4 .75 3 1 .99 120 18 1.265 0.235 0.000 34.30 32.72 1.58 18 19 45.10 10.00 2 1 .33 120 18 1.265 0.235 4.333 32.72 25.72 2.66 19 23 45.10 1 .25 322 14.57 120 9 1.400 0.143 0.000 25.72 23.45 2.27 23 24 45.10 8 .00 2 5.30 120 9 1 .400 0.143 3.467 23.45 18.07 1.91 24 25 22. 60 1.25 3 3.31 120 9 1.109 0.124 0.000 18.07 17.51 0.57 24 26 22.50 2. 50 3 3.31 120 9 1.109 0.123 0.000 18.07 17.36 0.72 A MAX. VELOCITY OF 11.51 ft./sec. OCCURS BETWEEN REF. PT. 18 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R. I. U.S.A. i i i i I i I i I ! �I WATER SUPPLY/DEMAND GRAPH o 9.0 Lot#Wk,Forest View Estates,North Andover,MA 150.00 140.00 130.00 120.00 P 110.00 ...... R 100.00 E 90.00 . S 80.00 S 70.00 ... .. ... U 60.00 R 50.00 E 40.00 30.00 _.. 20.00 10.00 ., .. ... ... . . .. .. ... .. _::. ,.... 0.00 0 500 1000 1500 2000 c D ecrand: 69.25 p::i 295.10 gpm Supply: 78.00 psi @33 1, 40.00 gprn .............. ................ ................. FLOW W � ........... I I, lit j 1 f1� 1 1 I Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Lot # Ift, Forest View Estates, North Andover, MA `0 W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 30 MINIMUM PRESSURE PER SPRINKLER (psi) 30.86 THIS SYSTEM OPERATES AT A FLOW OF 30. 00m AT A PRESSURE gp SSU E OF 58.27P si AT THE BASE OF THE RISER (REF. PT. 9) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) _ 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC i F I i I j i Frazier & Wells Mechanical Contractors, Inc. i .. Fire Protection Specialists Lot 4. 460A, Forest View Estates, North Andover, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN,/ [ ] TEST AREA 1 [ ) TEST AREA 2 [ ] TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 26 5.40 38.75 30.00 30.86 i THE SPRINKLER SYSTEM FLOW IS 30.00 gpm I THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF, PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 280.00 gpm AVAILABLE PRESSURE 96.46 psi AT 280.00 gpm OPERATING PRESSURE 68.21 psi AT 280.00 gpm PRESSURE REMAINING 28.25 psi I THE A-BOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A BACKFLOW PREVENTER [ ] METER [ ) DETECTOR CHECK VALVE [ ] OTHER DEVICE i I � 1 I I Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # ' , Forest View Estates, North Andover, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 ' -' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3=1T' /Cross, 4=Butterfly Valve, 5=Gate Valve,-6=Swing Check-Valve -- ___________________________________________ FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 209 30.00 135.00 0 0.00 100 111 8.550 0.000 0.000 68.21 62.21 6.00 209 210 30.00 835.00 3 64.21 100 111 12.640 0.000 -2.600 62.21 64.81 0.00 210 258 30.001005. 00 0 0.00 100 111 8.550 0.000 8. 667 64.81 56.13 0. 01 258 158 30.00 20. 00 3 1. 66 100 17 1.481 0.072 0.000 56.13 54.57 1 .56 158 9 30.00 _ 32.00 0 0.00 100 17 1.481 0.072 0.000 54.57 58 .27 -3.70 9 10 30.00 17 .75 32 3.32 120 18 1.265 0.111 2.925 58.27 47 .02 8.33 10 11 30.00 5.50 0 0.00 120 18 1.265 0.111 0.000 47.02 46.41 0.61 11 17 30.00 21.25 3 1.99 120 18 1.265 0.111 0.000 46.41 43.84 2.57 17 18 30.00 4.75 3 1.99 120 18 1.265 0.111 0.000 43.84 43.10 0.74 18 19 30.00 10.00 2 1.33 120 18 1.265 0.111 4.333 43.10 37 .51 1.25 19 23 30.00 1.25 322 14.57 120 9 1.400 0. 067 0.000 37.51 36.44 1.07 23 24 30.00 8.00 2 5.30 120 9 1.400 0.067 3.467 36.44 32 .08 0.90 24 25 0.00 1.25 3 3.31 120 9 1.109 0. 000 0.000 32.08 32.08 0.00 24 26 30. 00 2.50 3 3.31 120 9 1.109 0.210 0. 000 32.08 30.86 1.22 I A MAX. VELOCITY OF 9.96 ft./sec. OCCURS BETWEEN REF. PT. 24 AND 26 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. i 1 WATER SUPPLY/DEMAND GRAPH Lot#19A,Forest View Estates.North Andover,MA 150.00 140.00 130.00 , . ... . ... : .. .. _... . 120.00 110.00 R 100.00 E 90.00 - . .--.. S 80.00 » S 70.00 D 60.00 R 50.00 E 40.00 30.00 20.00 10.00 . _ 2000 n, 0.00 _ � �.�1 psi �,�� ��,17.0�1� r7 l � 500 1000 1500 I, Supple: 78.00 psi 11540.00 gpm (D Demand 6 p �p FLOW __. ;.' { i i ; Town oAndover ® r:...r..r.. No. 3dR3 _ LAO, ndover, Mass., 6 �,�D Nod D COC NIC NE WICK ADRATED CHUS IT FOR EXCAVATION THIS CERTIFIES THAT / 't► I� ` ........ .......y.... .............. .�........0 ... .. ............................................... has permission to excavate and pour foundation at .lo+ ~ .9o�a..: 3..., dlo.n�.... .... R.�....... for the purpose of...........................(r?.�..N.. ..� ..... �.... r! �/✓!I �/I/r.. ................., ......... . . . . . . . The person accepting this permit must retur to the office of the Building Inspector a certified p t Ian show of building thereon before Foundation will be inspected. oov) ,b C 13 /V tD� am 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. BUILDING.INSPECTOR NORTH own . of 4 Andover No. * _ A o dower, Mass. O COCMICKEWICK D ' V ' ADRATED '9S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System 11 BUILDING INSPECTOR THIS CERTIFIES THAT.......... J ....... .........am... ...... yr ..................................... Foundation has permission to erect...................I................... buildings on .40�%*A....... Rough to be occupied as....7... 001!1�,►... .� .. i4i..a.. � . � .. � ..f Chimney y provided that the person accepting this permit shall in every respect conform to the terms of the applic tion on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and gonstruction of Buildings in the Town of North Andover. ,�sC p��b 08 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ST S � Rough .. .......... . ...... ............ ........... .... .......................... Service 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 DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner s• Street No. SEE REVERSE SIDE Smoke Det. Frazier & Wells Mechanical Contractors, Inc. e Fite Protection Specialists PO Box 59, Methuen, M27 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T LOT 490A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y S'PATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 8 0 0 S T E R P U M P S NUMBER OF BOOSTER PTJMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.18 gpm AT A PRESSURE OF 56.30 psi A'1 THE BASE OF THE RISER (RE",F. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' G' 7f 6121)lord ' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT #90A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN• [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [�] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 34.00 22. 68 17. 63 23 5.40 34.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.18 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm THE INSIDE HOSE RACK S PKLR`S. [ ) YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 310.18 gpm AVAILABLE PRESSURE 97.57 psi AT 310.18 gpm OPERATING PRESSURE 82.77 psi AT 310.18 gpm PRESSURE REMAINING 14.80 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [ BACKFLOW PREVENTER [ j METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 090A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 60.18 45.00 0 0.00 100 111 8.550 0.000 1 .733 82.77 75.03 6.00 202 203 60. 18 125.00 0 0.00 100 111 8.550 0.000 2.600 75.03 72.43 0.01 203 190 60. 18 50.00 3 1.66 100 17 1.481 0.261 0.000 72.43 58.95 13.48 190 7 60.18 19.00 2 1 .18 100 17 1 .481 0.261 0.000 58.95 59. 68 -0.73 7 8 60.18 14 .00 322 5. 64 120 18 1.505 0.172 0.000 59.68 56.30 3.38 8 9 45.18 8.75 22 2.66 120 18 1.265 0.236 2.925 56.30 44. 69 8. 69 9 10 45.18 2.00 2 1.33 120 18 1.265 0.236 0.000 4.4.69 43.90 0.79 10 11 45.18 2.50 3 1.99 120 18 1.265 0.236 0.000 43.90 42.84 1.06 1.1 12 45.1.8 1.0.00 0 0.00 1.20 18 1. .265 0.236 0.000 42..84 40.48 2.36 12 13 45.18 11.50 2 1.33 120 18 1.265 0.236 0.000 40.48 37.46 3.02 13 14 45. 18 7.50 0 0.00 120 18 1.265 0.236 0.000 37.46 35. 69 1 .77 14 15 45. 18 3.50 222 3.99 120 18 1 .265 0.236 0.000 35.69 33.92 1 .77 15 16 45. 18 3.00 32 3.32 120 18 1.265 0.236 0.000 33.92 32.43 1. 49 16 17 45. 18 8.75 0 0.00 120 18 1.265 0.236 3.792 32.43 26.58 2.06 17 18 45.18 4 .50 2 1.33 120 18 1.265 0.236 0.000 26.58 25.20 1 .38 18 19 45.18 2.00 22 2.66 120 18 1.265 0.236 0.108 25.20 23.99 1.10 19 20 45.18 8.25 0 0.00 120 18 1..265 0.236 3.575 23.99 18.47 1.95 20 21 22.50 1.00 3 1.99 120 18 1.265 0.065 0.000 18.47 18.28 0.20 20 22 22.68 3.25 3 1..33 1.20 1.8 1 .025 0.1.83 0.000 1.8.47 1.7 .63 0.84 21 23 22.50 3.75 3 1.33 120 18 1.025 0.181 0.000 18.28 17.36 0.92 A MAX. VELOCITY OF 11.53 ft./sec. OCCURS BETWEEN REF. PT. 13 AND 14 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH • LOT #90A,FOREST VIEW ESTATES,NORTH ANDOVER, MA 150.00 ................................ ....... ... .._ .. . _ 140.00 130.00 120.00 ........ . ... .° ... . .. .......... _.... ... .. P 110.00 R 100.00 .. .... ... .. .. E 90.00 . ..... .. ... .. ... S 80.00 - _ S 70.00 U 80.00 R 50.00 E 40.00 30.00 20.00 10.00 _..... . 0.00 0 500 1000 1500 2000 Supply. 78.00 psi G5 1540.00 gpm Demand: K.77 �:[ 310.1 _ a_m FLOW Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y" D R A U L I C C A L C U L A T I O N S C O V E R S H E E T LOT ff90A, FOREST VIEW ESTATES, NORTH ANDOVER, MA W A T E R S U P P L Y S'T'ATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 31 MINIMUM PRESSURE PER SPRINKLER (psi) 32.95 THIS SYSTEM OPERATES AT A FLOW OF 31.00 gpm AT A PRESSURE OF 62.03 psi AT THE BASE OF THE RISER (REF. PT. 8) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' r Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 490A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN:. [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 34.00 31.00 32.95 THE SPRINKLER SYSTEM FLOW IS 31.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ THE INSIDE HOSE NO. [ l RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 15.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 296.00 gpm AVAILABLE PRESSURE 97.66 psi AT 296.00 gpm OPERATING PRESSURE 79.82 psi AT 296.00 gpm PRESSURE REMAINING 17.84 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. ft 8 FOR A [�( BACKFLOW PREVENTER [ l METER [ ] DETECTOR CHECK VALVE [ 1 OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists LOT 490A, FOREST VIEW ESTATES, NORTH ANDOVER, MA PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve -------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (qpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 46.00 45.00 0 0.00 100 111 8.550 0.000 1.733 79.82 72.09 6.00 202 203 46.00 125.00 0 0.00 100 111 8.550 0.000 2.600 72.09 69.49 0.00 203 190 46. 00 50.00 3 1. 66 100 17 1.481 0.159 0.000 69.49 61.29 8. 19 190 7 46.00 19.00 2 1.18 100 17 1.481 0.159 0.000 61 .29 64 .09 -2 . 80 7 8 46.00 14 .00 322 5. 64 120 18 1 .505 0.105 0.000 64 .09 62 .03 2 .06 8 9 31.00 8.75 22 2.66 120 18 1.265 0.117 2.925 62.03 51.77 7.34 9 10 31.00 2.00 2 1.33 120 18 1.265 0.117 0.000 51.77 51.38 0.39 10 11 31.00 2.50 3 1.99 120 18 1.265 0.117 0.000 51.38 50.85 0.53 11 12 31.00 10.00 0 0.00 120 18 1.265 0.117 0.000 50.85 49.68 1 .17 12 13 31.00 11.50 2 1.33 120 18 1.265 0.117 0.000 49.68 48.17 1.51 13 14 31.00 7.50 0 0.00 120 18 1.265 0.117 0.000 48.17 47 .29 0.88 14 15 31.00 3.50 222 3.99 120 18 1.265 0.117 0.000 47.29 46.41 0. 88 15 16 31.00 3.00 32 3.32 120 18 1.265 0.117 0.000 46.41 45. 67 0.74 16 17 31 .00 8.75 0 0.00 120 18 1.265 0.117 3.792 45. 67 40.85 1 .03 17 18 31.00 4.50 2 1.33 120 18 1.265 0.117 0.000 40.85 40.16 0. 68 18 19 31.00 2.00 22 2.66 120 18 1.265 0.117 0.108 40.16 39.51 0.55 19 20 31.00 8.25 0 0.00 120 18 1.265 0.117 3.575 39.51 34.97 0.97 20 21 31.00 1.00 3 1.99 120 18 1.265 0.117 0.000 34.97 34.61 0.35 20 22 0.00 3.25 3 1.33 120 18 1.025 0.000 0.000 34.97 34.97 0.00 21 23 31.00 3.75 3 1.33 120 18 1.025 0.327 0.000 34.61 32.95 1.66 A MAX. VELOCITY OF 12 .05 ft./sec. OCCURS BETWEEN REF. PT. 21 AND 23 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. JUN. 16.2000 5:31Pfl PULTE HOME CORPORATION OF NE N0.59y P. 15/16 15p S 145 \\ I 145J X I L`' 4- j 11,p.1 9O'A \� w I4 (j o V) II �\ TF= 14`7 � i �F:= 139.59. � r J 1\ 7.50 J _- I \ j r l 42,x. ( I/ 142 i 1 3+00 i I- RFO N~ i PUt-TE HOME CORPORATION RESERVES THE RIGHT TO MAKE FILLO CHANGES TO THIS LOT PLAN G( ACCOMMODATE THE CONSTRUCTION OFIN ORDER TO ACHIEVE PROPOER SITEOTHE HOMERINETHE MOST OPTIMUM WAY. NESESETBACK REOUEMIENT5. IOFjaO ADJUSTMENTS NAI. ,MAY BE MADE NATHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEOITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 90A FOREST VIEW ESTATES MARCHIONDA & ASSOC-L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE SUITE I PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 021eO 267 TURNPIKE ROAD - SUITE 200 (617) 430-0121 SOUTHROROUGH, NASSACHUSMT S 01772 SCALE: 1"=20' DATE.: 6/14/00 ............. J. SPECIFICATIONS PRODUCT ACTION REQUEST e P.A.R. CODES DRAWING INDEX CONDUIT KOUIREMEM ACTION REQUESTED: RESPONSE: DESIGN CODES 1. Work Perfornsed shay comply wMh the folt PAP,J PHR99026 1.00 SPECIFICATIONS, SCHEDULES, INDEX CQ A. The.general net.anfleac Va,-;,noted an plare or Inefict DATE 2-10-99 PAR I PN99026 BASED 4-) p,il DATE 2-10-99 1 EON C.A.B.O. BASIC BUILDING CODE 2.00 FOUNDATION PLANS c ACTON REQUESTED RESPONSE 995 EDITION G. A' poebts 11 11 are state codes,moll and mqu!aMam. I ADJUST STRUCTURAL INFORIVATON PER NEW DIGNEERINKS. 1 ADJUSTED STRUCTURAL INFORMATION PER 101 ENGINEERING BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION 2.01 FINISHED BASEMENT PLAN G t�..as he.the dl do not address methodology, ADD FARM PLANS FOR OPTIONAL Ch.HEATWG CONDITIONS PER ATTACHED SKETCH SHEETS EFFECRE-2.00,201,4.00,4.DI,500,5.01,5.0 5.06 5,07,7.00,8. 9,00,9.01,16.00,160I > perfors,in WFt canapiance With 1 00,RON, the.'&act.""I No ME In 1 ADJUST PLANS 0 CHASE UOI AND W PER PROVIDED SKETCH ADDED PARTIAL 5 PLANS FOR OPTIONAL OIL HEATING M051'GONS'PER ATTACHED SKETCH BASED ON MASSACHUSSETS STATE BUILDING CODE 780 CMR 6th EDITION 3.00 FOUNDATION DETAILS D NIP,ifionfice,and/or o-endslim. 4.ADJUST KFICHEMS&BATH PER REDLINES. SHEETS EFFEC RE P-4,00.4.01, 8.00,KOH,9.00,9.01,13.00,13.01,13.02,14,00,14.01,14 02 5�AD ST STA, 3 ADJUSTED PLANS ad 2. The goal=and Typical detak apply thranonal Ike RWAY FRGN 3'-I'TO S-1. 4.00 FIRST FLOOR PLAN KIO arose otherwise noted or hsh. 0 CHASE LOCAFON AND PLANS PER PROVIDED SKETCH I 3. "cma: The caNt.1c,,whaII ofernpare and word nate SHEETS EFFECTED-2.00,201,4,00,4.01,8.00,8.01,9.00,9,01,13,01,3,02,14.01,14LOZ 16.00,16,01 4.01 SECOND FLOOR PLAIN .11 dre"ii in The spinion of he cartmer,a dimoreldency 4,ADJUSTED KITCHENS&BATH(2 PER REDUNES. ,. I Of l,he shot A apart it I.the Anchitect for shop,coil SHEETS EFFECTED-4,00,4-,6.00,7,01,14.00,14.01 5.00 ELEVATION #1 From 5 ADJUSTED STAIRWAY FROM 3 TO S4 0 before raceeding; iTA SHEETS EFFECUED-2.00,2 4 X 4.01�5DO.5,01,5,ORx�Ol 5,07,BLOC,801 BUILDING CODE ANALYSIS 5.01 ELEVATION #2 4. C'encRi- In the"e"t owdoes features of the camfi­tI 01, 9.00,9.0.13.00, 5.02 ELEVATION #3 U drowenge,thsir canecarl shoe be at 13.01,13.02,14.00,14.01,102,15,00,16.01 USE GFMIR: R-4 the same characteras for words,conditions that at,shown OT noted. are not HUY shown on 5. AD walks to be perforance in N prof-i I nwaseer and I UNPROTECTED 5.03 ELEVATION#4 accordence with standard plact.,-canoil with manufacturer's PAR J GOOSE PAR 100055 HEIGHTMALMATION: 2 STGFN MAX-MUM HOT 35 FEET 5.04 ELEVATION #5 NOT USED d suppler= ecoann,neol mtdl,U,n procedures. DATE 03/ic 6. Dione, sealed. ACTON 24 ESTED EVERIM MOM SHAUL HAVE A MINIMUM OF 5.7 SO.F1 5.05 ELEVATION#6 NOT USED E�g DATEAQE/00 EGRESS RESCUE VANDOWS FROM SLEEPING ROOMS shons shall be wed.,.'es.t.d and a RE 15 AN a nereions 4'-a'(,r4' the maq saless led otherwise. All d­il 1. PROVIDE BOIH LPI 20 26A SERIES JOST LAYOUTS. 1. CHECKED FOR TRAP PROBT.EMS-NOTED DOM.TO BE FOR BOTH 20&26A SERIES. 5.06 ELEVATION #7 NOT USED are at 1*=4 (1,14* -DJ'Nees acted alt-,. TEETS EFFECTED-8.00,&00)�8.01,8.01gALT.601,ALT.B.GIA GARAGUROUSECEIIANIGUIVALLASSOMIRLY: 1/2'GYPSUM BOARD OR 5/8'GYPSUM BOARD F RECTIFIED-WALL CONCRETE/FOUNDATIONS &COUNG W1 20 Ull GARACE/Il DOOR. 5.07 ELEVATION#8 calew'IMI DMIMSTAIRPRI (1)LATER OF 1/2'GYPSUM EWA TO ALL SURFACES IN ACCESSIDUE AREAS6.00 HEAR, LEFT& RIGHT ELEVATIONS 1. The coATIONconnate p.pAJ.shall be so fi.Rome: DMIJOADS: LIVE LOAD FLOCRI MPs""" " I,"""" 7.00 BUILDING SECTIONS Item 'A Sim $11joh 11w LOAD FOUR 35 PER(4111.TOP CORD) I'satiage NOT:` 1/2 1 4' DEAD COQ FLOOR AREA 12 PST 7.10 KITCHEN &BATH ELEVATIONS S"`" .3000((111) O" 1/2 1 1* DEAD LOAD ROOF: 17 PST(TRUSSES) grace 3500(ETT)GARAGE OUCK =40 PSF 8.00 FIRST FLOOR FRAMING PLANS wall 3TCNT1/2 1 4" 1121 WHO LOAD-18 PS' , Concrete-k wholl oshfor.t,all .clair-ris f ACI-318-89 STAR LOAD Q PST 8.01 SECOND FLOOR FRAMING PUNS Ona AD 301-72,soardicaliens for ob-11tarel concrete fer b,:Idiq,. SNOW LOAD 35 PSF 3. All sinfash-A­hTer,bolts,Pli>, to-and the,Undemla 9.00 CEILING FRAMING,PLAN. a 4.11 P ha be ba&sly s 'ned!h Fee,borare"wrote is Fleece. 9.01 ROOF FRAMING - ELEVATION J1 Phankle 95%=m a.P,u.a at Tr iq-of all sheare 16429 S F, 300 m 5.49 &F,REQUIRED chol f.A,gEll to low of approved rr.trid. ATM VEINITILATIM: SCOTT vMT 48 L.F.X .065 FREE ARI- C S.F. 10.00 TYPICAL WALL SECTIONS 5. Reference fomdoUoe sales,far nenforesseent requirements. EDGE YEMT X AREA/' Tool edge at central joints and at slab to AND I his Kll .045 FREE PED"o- 4,68 Ss ILOO STANDARD INTERIOR/EXTERIOR DETAILS I TOTAL 8.76 ST. 1. All taflor ant-ow-grade ow.ret,shelf contain not less the,5% 11,01 STANDARD DETAILS an ass"the,7%eir antcl F,ndeb 11.02 STANDARD DETAILS C) 1. Posting depths, shown an the sections Mlee dh.,i. r.ed.factings shall Use,.rnini­�12'into ariginFl OWUMIR-VAIMOFOPEIMIMM GANG: %no R vat LATE 11.03 STANDARD DETAILS aacima,bad and a ashirnne,of 24 bet.finished grace A's,a.R Mo.=12 36'-rode Is' Ca.MID,&Hannam Tow l PA;City of Flld.mi,,MD; DOM & 12.00 STANDARD FIREPLACE DETAILS 42,_Rhode Is'anzi 48'-NZ Whore 'Zired,stap feelings to ratio of SARVV't�114.97 'horizontal to I­Ucul. EASEMENT .59 13.00 BASEMENT MECHANICAL PLAN 2. Where­dInems develop requiring change,I,­avonmam, smm. R Vab,c 157 13.01 FIRST FLOOR MECHANICAL PLAN GEJ such shan a shelf be mase m dnected by U,G,,t,chrk,l Engineer.g i'veoligabon and report, All earth ork,cmpoOw 13.02 SECOND FLOOR MECHANICAL PLAN 3 S61 VOLUNIEDMILATIONS: 102M ef. owsam INUMDARIAILWALL111. one wparvision chall be done per recorreareadartions of owl 2804 ei FNXFUTDR Cs amAWaIWU x 14.00 BASEMENT ELECTRICAL PLAN nw,stig he,recent Concrete sle,and looting cdculation,or,based i0366'i EXEMORGENT SPACEXY .a 2N;p ease. IF the site test bowngs;ndfwta lase,.[am 3876 U "I GARAGE 10 14,01 FIRST FLOOR ELECTRICAL PLAN .[Ty Architect wo that naaary waL,nnct annote.bees,Can be meds. 7236 LL ROOF ROOF 14.02 SECOND FLOOR ELECTRICAL PLAN CARrnR TOTAL 44577 f. 15.00 NOT USED Lnrhber Grade 1. All jo:ste,rarterw,and hecders haft be,.,I-albensa 15-01 FLORIDA ROOM noted, of aHan-I'll 12 Alewir l the fcelowong minimum alshe- and 16.00 OPTIONAL 3-CAR GARAGE SIDE LOAD ln A utner, to, t,e,,. Fb=85'PSI(Repol.member) E- 8 F, 16-01 OPTIONAL 3-CAR GARAGE FRONT LOAD III shear: _70 FS E Compression pependw,lor to 91 Fc=405 PSI ABBREVIATIONS D. Modds,of wl,l E=1,300,003 PSI 2 He. any be ashatih.ted,.4cattsted peeles shall onset 111 ANCHOR orxT CA CAUGRE REF. ROPER TO RUIERINCE a,A road as . All FIE WA OEM GENERAL RISC III Fb=676 psi A 'low .Asd -,to .too ab.,. ART. ARK FINISH 64'.1'.. GALVANNIED fiul� REHFORING)RIN SPF stud 9,Me prpeAea(2 w 4.2�6) ADL D.C. CENTRAL OCNITACTOR REO- MCOMM"', kFT Fv-70 so; AWA aw" fir. 612911 PA RAVE ANCrL RICHER GL GLUE LAM Ra RITIGH OPERING Pa,=425 0 GUE Fc 67 R. NEXT 1 5 AMON ARINTECTI)l HIM FIX ROUND E Ai(l psi AT HARDWARE HARDIM 1,1 SAMCUT WOOD ENGINEERED FRAMED SYSTEM net HEM"' IID. I'm SNEML SCHDI T-a diagrams show design intent only. IT-aranuf.1b,re,to oz UAG a H" STILL SHELF "Ify A Spens,admen ons,pitches,cle.and uNarrh Map 00 al HER Ill SHI S"ll o 'I priart.fil BOTTOM! KIN Lost W MAN Fl- RIXG. Blows' SS StAUNLESS STER ITEARING I Ni CURED ST, MO. 1. Flea,U,-pre-argirowered bresses. fi-bre. DNA INFOK NOR. IN GRAND sma. smMI1,1L ME R'S" STIT SCISPERS01 h,srefi.,t, te."Ay halt drawings and arection all Shap dI IRMAL PatAtOw must ,be ed by or professional sepear registered in Use* At INTERIOR SGD SUCTRIC GAA DOM Rev,hs'g 'Iia" 6J. CONTROI IS. WIDE CORNER SO, START 2. Floor Tres-shelf be designed In limit clefiefi..In L/480 "Amm far[he bad and for a dad Ind of 40 PSF+12 FEE Reenre-UI CM, CoNCRETTE Ml UNI J. TINT be TOWEL 8 COL mm of d4fie­N I the ddfikdian of the shcheat span shall govern. con" N:mkT AS NMS PER SOMMURE NOT Tic n T-SLAS maw Ta COF the shortest spm shall g- COND. CONDIT" 10F OF FOUNDATION NAL co I-Me at cwnmk IT.WT. nTomfl TRIP Twx I 1. f- st:P-agweread jetste,1­jat nalawfece,re,0 assppsy CONST. ONNS WT LT. LEFT T TREAD -1 p , CU CaRl LAR Mew e T001 ROD F�z magine"nng calculations sockd by a prafewsiono[engineer regetered CD CmOPEW; L1 LNUM!"l TRI I,A the governing jrisdic5on.Connections and&tcRe shall be as whom REVISION TRACKING wa CAN. WGUE)EFT an RIN's. CLT. CERAMIC DUE .4 MISCARRY UA.o UNLESS NOTED OVERM'S' No. RITE NATES ND. DATE mom E. Fas, I-joist hal be deeste.to Nil dI to L/460 CIL. ¢ARG 'At GA. YAK ANDLUM ART far AFRICAPNSM 2-1029 dive load and For a debi bad of 40 PS(+12 ASF. Rooms coestefing DDB55 of lff c,t MgHh,two all of the sh-t spm shell govern GO. CHAINED MIX wl ww evoicy CT,IN Flu cam LPI 14116C, Id M the shortest span shelf govarn. DRYER '10H NECHANCAL Um w ITT FUNNY Raof T- "a Mw`S'm opluIr WOOD I Roof Tr.-,: P,.-[,,gin.,,d t- Rod Gress-,..fat-,a soppy 11 MILTAL M.N.F. WELLED'WHITE IVii rnl eh,p drawings and ereaice drawings wooled by N pnefessianal engineer registered De, ILAME" Deft W/o WILUMT I.the Reversing j-Aditie.Cmnadicre and details shall be as eha.n OR ON OlDREC'tON Im W.C. No IN CONTRACT Plana. DOOR (ITS) NOT SCA11 OY 2S,wASHON ac. ON CENTITS DROURNO UPER, OPE]m IS DoAm Ift DR. DCTwL OFENJIG OPT, OPTIONk EACH wDm STROAD,BOARD EW-al,ALML at El am ELECTRICAL 1'fR ONEROD 00. ILEVATION I/s ASHES ED EQUAI Re FREEI M&M EDIECOUNNER! ExpT. EXPANSION pn RATEFARFIRCUE No rn EXIL DOM K. Pa HOW EC EACH END To- FANE1loPSTILGg7 1161 )9.PT?'p6CI7 PROFAIR Mali CXWURNG fri R, PAR FR M FLOOR FIRM PRDJECT;PRINECTED FEK MalDEAM! PSI MADE PER sz A FUL K POUNDS PER S`,T. RIP REPLACE P.T. PRESSURE TREATED FR. M RATED A1204TB HIT FRANC Qua QUADIRE FF. `'JOT/FEEL GARACf FTC fiXE SHEET N 113ER .! TaiAr seas 1.00 BOSTON sp-cozi m 05/cEi/s 8/)0194 ARTERY COPYRIGHT 1999 PlUlte H..R Corporation OF f CONTIIJUO'J511ME VENT FALSE VENT 24'EACH EW N 0 .N r.d Cc COMP0OXC 9,665 12 , �1 REF PROJUCI SPECS I 10� OPT.EOXFO�OUT RAKE _ _ 0 _ v m _ FrPON`d5' �y 6"TRI fi°TAM SIOIN6-REF PRODUCT SPECS ��''1 FTP0N'660RT I6%24 JIIII W/4°TRIM FP' IILJIBI I4°x60''PANEL SmJTTER5 CRICKET 3°SILL- 4'511-L(TYP.) m 5101N6 3 FYPON'851K 77 C _ -FYPCN PILASTER'050 0 FLUTED --- FYPON CAPITAL'857 3613RICK JACKARCH - FYPON'85TCAPITAL = W1 KEYSTONE -- x9W HDR FYPON CAPITAL°8 OP710NAL BRICK SIOIN0 4" I DOWNSPOUT B 5PMH BLOCK _ REF ODUC PRT SPECS - R TR ODUCT SPECS PRIIS IIIA IIIA 11r� REF.PROD 5°ECS. 61RIM OPT.LIGHT A 11 9 p�j�IF II �I��I�-=tl III a Q 6"iRIY 4 II I! - OOWNPROP d 565.5 BLOCK IT1145 - - REF.PROP 5K65. SIDING � rI r _ -14"X 72'PMLL 54UTFERS II F F I�i F F F IF 4'S11L ITYP.) - ROWLOCKSILL -- 4°SILL DOWNSPOUT&SPLASH&.OLK - RE.PROD.SPECS. F II IF 17 II F 8n 5'LL F0-4 PART.ELEVATION SIDELOAD GARAGE FRONT ELEVATION 31SIDINGI SLALEi 1/4°•I'-0° SCALE:I/4°=1'-0° RF TRIM SPEC°D`F BEDROOM UPPER BEDROOM '2 I �� - (2)2x 10 W1 101 FOYER (2)2x10W/ m I/2°PLYWD FILLER W/ (2 3/4"%II T/8°L /2°PLYYD FILLER W/ b (2)J+(2)5@Ef. 103 WV 13)2 X 4 M Ems, (2jJ+(2)5@Ef. - EXTEND CA51N6 TO TOP LLU2852 OH?'ylk 1 100 (212%10 W/ L o 2852 DHT IN - /� /� OF CAPITAL 30505H IN I 0(2)J+(2151 EE - 305091 IN VARAVE I 5'61/2' 4°OPI.BRICK ----- 16 91/2'2852 0N----- 4 r.ERILK 2g'-611' `LINE OF OPT BRICK r��y (2)2%1)5 (212%10 W/ BEADED VULLION 5'-6(2° O-3" 6'-0" 3050 5H 6'-d' 5'9" 5'9° II (2)J+(1J5@EE. (2)J+{7)5@EE. III 05EE 1091 y 2291 III-6° 34-31 1---1 !�- r--_- 1X4 LAP W/ 2852 Ri 2852 ON 5'2 30505H 1410 3050 OR 20-0 CROVIN MOULD M-4 REf.=F-11.01 - 3453 I!2" 51DR7 OF GRID _ k 0'0"•START OF GRID w LADDER PARTIAL SECOND FLOOR PLAN DOOR LASING ©© SCALE 1/4'•1'-0° PART,RM SIDELOAD GARAGE _ 60�^� LIBRARY LIVING L°LW'MN FOYER m �� 56ALE 1/4"z 10" CHAIR RAIL {2)2 X 10 W/ 12)2 X 10 W/ _ 12IJ.(2)SP EE. I2IJ+1215 PEE. _ .o YY+ Qy. PR COLUMN ._ (2)2X10 COLUMN r-i 286 -�-1 (2)J+( @E f-o yma Z86S Al--- g� 30605H 'IN I r 3060 SH IN INT.TRIMElEV3 T0°W/ -12°5KIELOE }pp� z spm 1 8 OPT.I FRAN50M LINE OF OP:BRICK - yN 5 a SCALE!114°=1'-0" - ppEL 51 STOOP ON ii 1 84 X 42'PLATFORM r 6ARME i �. m All OPT.OR ILK 14� OPT.0RILK cM53 -I-- I xa 16'x1'0-11 ODOR 4"'OPT.BRICK i .°� _ 25-3' 0'-6' 1,II54'-pn 1-111/2° Wo -- 12i.pn II'6 34'.0° _ 12 I NOTE.. 10 j 54''0° ALL WIN908'PROJECTION$ 0'0° START OF GRID ARE FROM FACE _ . 3L BRICK JAIXARLN � OF FRAME It _ 8 KEY510NE -'-- I 4°BRICK LEDGE W! a ALL BRICK BEL15.ROWLOCK a 1 - PA.RTR FIRST R.00R PLAN I OPT.BRICK VENEER ITYP.)- --- I '� SpRLI5,AND BRICK L BE JACK- WINS-REF OLEO 114"-1'd' IL N r -I I ` 9 ..... -----_-_--_ ACCENT BRICK. m PRODUCT SPECS - I -_____________., r---- -gym ALL ENTRY DOOR JAM65 - ti I I 9W.L HAVE EXIENDEFi ORAAY1BY: JAN05 ROWLOCK SILL I------- -------I W/BRICK VENEER. PROVIPC ATE.FLA511W _ DATE I= s- - _ -4C BRICK JACKARCH I I ABOVE ALL,W11 M5, o 4 BR ILK JACKAALH - - I d KEYSTOAE I LINE OF PRECAST REy n'o DaIE W/KET5TONE - ( - I I -STOOP LOCATION DOORS d CAPITALS. 216@B al I _ �� CAPITAL d PILASTER I REFS 1YPICAL WALL BEC110N 1 ?ROVIDE DRgiN TILE AROIND SHF.8.00 FOR ADOISIONAL PERIAIE R OF FOUKVATILYr' FOUNP AWN AND NLN9Fk r o OPT.LIGH( r r -- _- - REF.SIONG LQVD. a L- J a5 REO O A APFTOYED FOUh9ATI0N N07E5 BRICK k0UL0 -��1 �Ir��� --_ __- GEOTECENILAL REPORT. -�_�r�l F-�I- ---- O� - ___-- ROWLOCK SILL � I I IE • 1 `t za -1 rrrrrrr - -BRICK VENEER I REF FLOOR PLANS 'YIff4"DPI.BRICK 111-61 ANG 59JI.00&11.01 FOR +x.P NIERIOR TROY _5 01204EL03 !NFORMATION • IA-6" I'-0" 10'b° 12'-0" 11',61 SHEET NJMBER FRONT ELEMON 3(BRIQK q° 2d.p° z SCALE:1/8L'=1'-0" __ - - o 5.02 2 PARTIAL FOUNDATION PLAN :1/4"1'-D' BOSTON sLAIF r © COPYRIGHT 1999 Pulte Home Corporation pr C.� ori �0 54.Ou 4J 0 Z 10'-101/2° 9'-31/2° 7'-0/21 SEMI ALL LASED OPENICASINO H SHALL 2x6 16°O.G.STUD WALL HAVE SPAS LASING HT5 A5 OPEN'6 W/DOORS PROVIDE 310 WINDOW NT = �L. ✓ ALL WALLS SHALL 8E 2 X 4 UNLE55 NOTED OTWRW15E p ALL let FLR.WINDOW HDR5 8 94"A.FF.U.N.O. E P OPT.DAYLIGHT LOND. a� SET ALL MAT.WINDOW5 HORS 8 82 5/8°Af.5.U.N.O. 3050 IAOp OPT S/0 STD. 3050 5H ,P��^"" ., ''2852'DH OPT.6/0 ATR MOR. 2852 DH c REFERENCE CORNICE DETAIL5 FOR 2M FLR.WINDOW ————————.; .——_--—— —.--—— —————————————— -1 HE HEIGH75 THIN SET ALL LER TILE OVER 5/8"UNOERLAYMENT — —" —— -- '-" 1 Wim'— LItLW _ 2X70 W—'— m O I T ,.. x(41 J_!( BEE (21J!f21S@EE .'.(41.J 72158 E.E. ' ALL WINDOWS SHALL BE TRIMMED PER 5RECIF.LEVEL 3 a q___�� - -e, SET ALL TUBS ON 90'FELT o n. I — H,. _ .'I I "z r--4 Uol PROVIDE MINUMUM OF 4"RETURNS P ALL OPENINGS 0 0 vI\ ALL ANGLED WALLS 8 45 DEGREES U.N.O. I I 24°PERIMETER INSULATION yn pC ROD VI ENTRANCE ODORS 8 WINDOWS W/I X TRIM @ ORILK RETURN MIN.IO'AT SIDE WALLS t OPT.STUD' OPT.IIGC ffWM ^^ ��yy CONDITIONS SHALL HAVE EXTEND JAMES, { - �✓ �- I F� C�2 W ALL BRICK 5URROUN05 SHALL PROJECT I" FINND a MWW-PART.FOUNDATION PLAN A OPT.NALK-OUT COND 22'-3 1/2° 1 II NOTE; REFz 5HT.15.01 FOR ADDITIONAL I INFORMATION FOR LOCATION OF OPr. OPT,REAR FLORIDA ROOM. _ ( 6 X 6IT i l FLORIDA ON PIER(TYP.I REF.DTL, OPT.PER6A5T BULKHEAO W/ _ OPT.40°M.O.IN FOUNDATION WALL 1 i REF.A-3.00 FOR DTL. o c Im i /ao11 122 i l l _ (Qal I(21 3/4"%f�A4"LVL W(Jil {��! 1 P OPT.BULKI 1!1 ^ -——— \ co —.---- — 101 POURED CONC. aim , 9X/BO FOLM.WALL ON 10.«1 I 16°X10"LONG.FOOTING Tf.W. T.O.SLAB li° m UNFINISHEDL _ -11II _ BASEMENTI M6''Ov 3''B° 5'-6" 5'-6" 51611 PA.TO VERIFY LOCATION 7'-10" 3 1/2"0 ADJ TL 3"9%I1 6 ADO 5TL 3"0 X II 6A RDJ T.f.W. LOL 15LNEOU E.401 ON OR 6 X 6 5T CNA ON A 30"%30%12 JL FTG I k I BEAM POCK 38 X38 APO ONL 76 30"X30°%12 LONL FTG 25 TL4" ® µ REFS K-3.00 Wl r4 REBAR 8 12 O.G. GPR. AS FD r _ _ _ m •- SEEVE 2X12 312X12 (212%I2 4K (21ZX11 (212%12 �� (2)2X12 _ FTG AS (- REd 120-: `a" 14K 121 9K 9K 4K 119 I OEPA POCKET r �. � r _ ___ _ I - M q _ REFK3.00 X77 g = — H —— - I I H _ry i, WT.BJ m 346 16A APO SR lF L—_—J "I ________ ___ (OL OR 6 X 6 POST ROU WIN OPT. GN 24 X 24°%12 PART.FOUNDATION PLAN r-r' S'-r' r-6 I REFSsHT z Dl '10111 5''I" 2-6 CONL FTG n' 10'.1" ONE SYSTEM 6' "/ONE ZONE SY TEM " OPT.MASONRY FIREPLACE 10'7°W/ONE ZONE 5Y5TEM fi 1"W/ONE ZONE SYSTEM I 12)2%4 A 3/4' 3'-1" (2 X24" 12" ew SCALEI/4"=1'-0" �1b I �" GARAGE I (ANL FTG _ 3 soa- FAa 90 UNEXCAVATED H ----RAKE o o �zsim U = OPT.OPEN RAILING eiE CONTROL FILL ( - f.W. '`�,, O" 18'-4'1 0° 11'a 1/2" n 3'-II° 3' ' IZ'-a 172° 0° OPT.SUNROOM LOLAT UP 97/ga �__-_ s �Farc o W.a TR € -- 3 y I I GARAGE L__ oar. ( CONCRETE-AB W/ —————— ——_— — I UNEX,CAVAATED —FIBER MESH�� I __________________ GONTROLTFILL I- u� � ( ( I_ �� �i✓•g CONCRETE 5LA5.lf I m K I 8 SPECIAL tU.lp 3,C0 f—FIBER MESH I _ I I I I _ '�j a L @ BRICK OT LONG. OAR. SLAB0 b ———_—_r——J I I _—__ __ � � 7.W r-7-r-7-BY: — — F —719 PROVH7E DRAIN TILE AROUAq PDCX 20'-0' PERIMETER OF FOUNDATION DATE. I" A5 REO D AT APPROVED _ 1'-9" 16'-6" I'9° GEOTECHNICAL REPORT. - REV No. DALE TO'-0° 3gl.p'I &1089 PART.FOUNDATION PLAN A OPT.SIDE CAR ENTRYJOB NUNeER SCALE:1/4°-110" — 51204 16 ai B1204FDN FOUNDATION PLAN SHEET NUMBER SCALE=1/4'-1'4' 2.00 BOSTON CQPYRiCH7 1999 Pulte Nome Corporotion 9_ 1 J� .. w a IID U �rrnl CD 2-2%10 W/ _ ~�1 �V+ IzI J:1215 a EE. .I..� �- (2)13/4"X 9 I/2°LVL W/ `O (2)d.(215 P E E. �.( e xo IF OPT". 936 csMr 5E7 Itm q pp1 1 • a E/0 560 5TP. SILL a M"Af BpX BAY �~ 1.LL OPT.6/0 ATRIUM DOOR ------------- ____ R) ALL CASED OPENIN65 54ALL Q� ' X D HAVE SA76E CABINS HT5 AS IfPEN'6 W/O" ALL WALLS 5HALL BE 2 X 4 UNLE55 NOTED OTWRW15-F 'moi 0 RE WDLL LADDER A00 - 1 - ✓ REF,NIII.01 A� 'GOURMET ALL let FCR.WINDOW HORS P 94"AFF U.NO. KNEEWALL P 32°AFF. -C B m uWnlnCl `` SET ALL 35MT.WINDOWS HORS P 82 5/6"AFS.U.NO, .y a' r - REF.E/11.01 KITCHEN _m o$ REFERENCE CORNICE DETAILS FOR 2nd FLR_ARJJOW = [ P HEADER HEIGHTS p �y� O a THIN SET ALL CER TILE OVER 5/8"UNDERLAYMEKT Q T ^^ yI' GLL WINDOWS SHALL BE iRIWMED PER SPECIE.LEVEL N OPT.42'(AA50NRY l J 0 3'"O' '` 1 SET ALL TUBS ON 90'FELT Q'+ PROVIDE MtIJUMVW OF/"RETURfJS B ALL OPENINff FOR ADDITIONALACRfI O.12.00 t o 72"X 36°ISLAND o O ALL ANGLED WALLS @ 45 OE6REE5 UN.O. • - - M 3'-I° 2'10. I'd' Id-3" 1.I0� _ �.p" ENTRANCE DOORS&'AINDOW5 W'/I X TRIM.@ BRiLK PV D CONDITIONS SHALL HAVE EXTEND JAM05. F 108 REf ALL BRICK SVRROlNdPS SHALL PROJECT I° d 22%10 r _ 5 VS FINNOTE 8 4 FAMILY RM 2/0 107 ti° z)J.ICO. -- i; 2e16co +i P rr (2)2%12 ! BEARING WALL T` 9 a � I/2 PLTW'D FIILEP. r- OPT.GOURMET MTCHEN 0'd''START OF GRID 54`0' OPT.MASONRY SCALE:1/a" FIREPLACE 191.81(2" 21'-811211 SCALE:1/4"=I'-0° - 51-1 112° 3'-3' 3'.3n 3'1 Id-5 1(?° 6--2" - NOTE: !o-� 'Li i Ii1% N REF-EHT.15.01 FOR ADDIT IOh'AL 5'IIf?" BV1/1 11'-11(2 H'-10I/° I'-0" 36'-71/" 1 2 49'-10' INFORMATION FOR OPT.REAR FLORIDA RWM. I 25'4 LOCATION OF OPT. ' I FLORIDA O STHICK ►..r 2 _ 17-01T I v FAMILY RM REF.2/11.03 OR DETAIL 214" WIND R...10" 2'-a° 112 I31352 IA (2)13/4"%9 12"LVL W/ B 2.2X10 2) IOj,O"P" �* SAFETY.LA55- _ �H v /e (21J'1215@ E. 1,00 12)J.(2)5@EE.O1 �, -,�._- - LINE OPT. h° •f1..USH.(21%10Wo 0 MIN. o (4)3 SN " 4�' BORE W9D '1936 SMT-5Ej (215 a EEt6/05GD 5T0ji4)285 DH 5; tih ILLf 44°Af_ . }OPT.6/C ATRIUM DOOR Y �: w _ 8B55 11I 4-5 - �• p1 $ 4,/(2 2 x LOG '- NL III 30505N TW tL041/2 2''4' TWIG' c � F--i 12 WALL LADDER ABOVE " X O(2)J ( ._._......_._......_1.... - �/ T H. v I P 2 2X.0 = - _ \ )Sf Et.W/TWIN WND k'Yry REF.NII 101 _ A OW \.ps--- ` ,d' KNEE @ 32"AFF. _ 710 8 2.1 3/4"X 9 1/2"LVL W/BAY FL _ --: - REF E(II.DI £Q 109 2)Jr(?)SP BE OPT.BAY PART.PLAN 0 OPT.ONE ZONE HEAT SYSTEM PLAN SCALE:1/4"=1'.D" - _ BREAKFAST 0"X 36"151 AND w 'a a Nj r' 1I y� 1 of STD 42"DIRECT VENT FIREPLACE Ir 3LOn DINING ;r. _ _ --lo� OPT.MASONRY FIREPLACE a KITCHEN '"2' 3r�a 1r oplw - I-i W REF:51T 12,00 FAMILY RM II =-' __--- 311° z'1° S<x 21.0" REF 2/ O - 2'PLYT4Ti FLIER 108 m (5112^ 106 - - §_ 5HL'J5 8°x8"WD COL yr - 2/0 '- \ 7/0 ry} ?-2X10 W/ -- - - REF.N'll.Dl 2-1 3'4"X 111/6"LVL W/ - n: o _ +� rcl (2iJ•(2)SP E.BEARINSW - --__--J_(2-- ____II______ b � REF.N/11.91 - 2076 CA ,� �p I2 WALL _ ® 2/13 8 2/4 K -'CL.'-nl PNL A6 15R 4'41 2" -3u -fi I/2 m Ba 7Nji< FRIA WALL 20 MIN. _ v° rAIN. 1112 o c ��'� _ - C - Zzfill_ c 7-1 II'�10" 3'�5" 3'�1 3MILs (3) 3/4"X 16"LVL' i -__ 13113/4'X Ib°LVL -_IIS--_--_ �° LIVING. � � �s U gGARAGE m LIBRARY �s R ti*`° : PRa €a OVIDE 5/0°RATED GYP.BD.ALL WALLS GARAGE _ r FOYER y a PROVIDE R-30 BATT INSJ',.ATI04.Y!/ `- PROVIDE 5/B'RATED SIP.BD.ALL WALLS 2 Si Y -_ 1116 050 8 LAYER.OF m :.--OPT.I2"0 CA5E _ PROVIDE R-30 BATT INSULATION,'A/ -- o2zuia 5/8°5YP5JM BOARD @ CL6. - 1(16 0513&I LAYER OF 11�12'WALL LADDER REf.5HT NII 101 a `./8"GYPSUM BOPP.O a PLO. --I QX'L Fh'L 1 - _ 4 I/1' S 22"X30''ATTIC 6"SLOPE _ o A6 555 PANEL REF.eLEVS REF ELEVS ry REF.fLi REF.ELEVS REF.ELEvS 1 20 MW. �- OPT.2/8 - PRECAST b -_9-LITE DOOR C0NC.5TWP - f, t •?. ; REF ELEVS Z!i/ ")2X10 WI 2)2X10 W/ - 31-8 I/' d4' (2IJ.fl%It. 'ti- (2�J'(2)5 PEE. _ ORAxN er: W810.HDR.@ 7`0"AF.W. _ I I'-B I/?" 13.2' 6 13-6/?" o PDOJNO DATE:fA&99 64RACE DOOR b REV W. OAIE 205?OH 2854 OH II-II I(2v REF.ELEVS A 18'-0 1/212C-0" 54'1 3050 5H la'-Id'3050 5H 24''0' pN49Pd7 RT009 5'-P' -ll 1(2 16'-1' tm '-I I I!2' FiEF ELEV. REF ELEV. REF.ELEV. REF ELEV. REF ELEV. REF.ELEV. '1. 20'.0 20.0° 341.0' J06 WNBEF R 0'0'=START OF GRID 54''0° PART.PIAN 0OPT.SIDE ENTRY ` h'=START OF SIR c4zD4 P1 ° SCALE=114':I'-0° - NOTE _ I.REF ELEVATIONS FOR PROJECTED FOYER5 9TEEi WMEER FIRST FLOOR PLAN &STOOP LAL WALL E.S 2.REF.TYPICAL WAIL SECTION SHEET FOR 4.00 O O SCALE =1'.d' GEfJERAI Ab TES. o E . 3.REF.FLOOR 5 ROOF FRAMING FOR PROJECTED FRONTS. BOSTON QC COPYRIGHT 1999 PUlle Home CxporotioiT DE 46 ;0 cn .n r m ALL 6A5ED 0KNIN55 SHALL HAVE DANE CA51N5 HT5 A5 OPENS W/DOOR5 ALL WALL5 SHALL BE 2 X 4 UNL E55 NOTED OTHERWI515 _ A' ALL let FLR.WINDOW HORS 8 94"AFF.UA.O. ' BET ALL DEW.WMDOW5 HDR5 P 87 5/6'AFS.UN O. l REFERENCE CORNICE DETAILS FOR 2M FUt.w'INDOW HEADER HEI6HT5 _ o p THIN SET ALL CERTILE OVER 5/8"UNDERLAYMENT ALL WlKVoW5 SHALL BE TRIMMED PER 5PE61F.LEVEL Z; S.ET ALL IU55 00 90FELT ^R O fJj PROVIDE MItJUMUM OF 4"RETURNS P ALL OPfN11465 0 O .. ALL A146LEO W41-1-5 P 45 GE61REE5 U MD. h ENTRAWE DOORS 6 WIID0165 W/I X TRIM P BR ILK CONDITIONS 51441L HAVE EXTEND JAMB5. ALL BRICK 5J.3ROUN05 SHALL PROJECT I' _ flNflOTE 0'0"=5TART OF GRD 54'0" Wu2 2 18'-81/2' 13'-4" IB'�B 112' 32'-4' 37Li 1/"40'0° 54'10" 0 9" 3'3n 3L3u 9'.pu 25'.7' 6141 a 6'0° L(Jo3l 2'-IC 1!2° B3" 25'-8' 29'-Z° tallCONT.(3)58 w/ 5046f1%DIJ•(3)S P Ef- ryt' W/SAFE1 GLA55 3050 TWIN �^\ SET SILL P 29"AF.F. 2 2 HT IN TT 2-2xlo III /2"PLYWD FILLER W/ iU0011 2 XB (210"17)58 EE. Imo- a - --- 11A1 ---- ---71 e EF.5/11.03 - I 216 DBL -------------�� I OOBL m f c = E DRE5SN0 H 7.10 r BDRM#3 - W 2/a 2/D _ 0 F ® BA1H#2 = i i MSTRSUITE � 12/0 E-- OPT.TRAY CLG. ® REF.G(II.01 YD 42 AK24 V Y= 7/0 .+ T.21 DRQ WbTE'LOCATE = ® �y 4 1 I 1 L 5H-v5 2/4 L`" Z 10 W ^' OFF WASHER IO R _ L �� I. _1215.` DRAIN PAN 2/B - BEARING WL 212%10 2 %10 W/" }-_______ !6 DELETE LINEN _o RI 5 0 o _ i 1 -p 3'-2 len 4 44 llo f E E. Ill J 95211 i P E.E. P OPT.DOOR 3'6" —0 1' 4-i I/2� _ /--� E~ 2)2X10 W) 2J•25P ff. --'_---- _ I () �'--__----_ --� 32"KNEEWALL-OPT.OPEN RAILING 2 7%IC'N/ RAIL NEF.E/11,01 .0 G' fiCLE551 z c 214 IR/15 - FLUES (21J"12158 IRllS 16"5' � L29 - _ 5-3 d — 2Rl25 2/4 = _ T.LPBI i NIC. ------- 16R - Z/0 2/o GBL 2/B 4 n - II'ID° 3'-5°' 3'7" B ' E5 E5 PART.SECOND FLOOR PLAN W/ BDRM#4 o BDRM#2 OPT.OIL HEATING COND. " FOYER 5CALE'i/4"=1''0" /'W OPEN 70 BFLow LN � oREF ELEV5 REF.ELEV5 REF,ELEV5 9 REF.ELEV5 REF.ELEV5F7.00Sg;cazd'zzN 19'2 I!2 31'8 1/ D'-<' 12-0' B'R' 13'-6 ll° 19'-8 1/2" 34'-3 I/2" 54'-0" b 5TART OF GRD 0 L oRan'x sr NOTE x 1.FEF.ELEVATIONS FOR RiOJECMIND Teo FOY5R5 a65TOOP CONDITIONS CAIS: t� 2.REF.TYPICAL WALL SECTION 51EET FOR FEV h'o. DRiE G`_N`ItAL NOTE5. 'a 3.REF FLOOR 8 ROOF FRAMIW FOR RtO� PROJE6TEO FRONTS - ,q8 HUMBER � 51204 b C1204FP2A SHEET NUMBER - SECOND FLOOR PLAN 56ALE'1/4":1'0° 4.01 BOSTON C COPYRIGHT 1999 Pulte Home Corporation Y f I 7 H:\Snare\Singles\1999_PLANS\BOSTON PIANS\99 MillStone\99NTLL-OAM-R0P\D1204ELSA.Oug Tue Apr 20 08:48:56 19% CopYrignt 1998-PuI to none Corp pra tion R k� I b m a �c Fh-------- - - - -- I II I II I li 1 .___j__��� 1-TT-f--i-i IlTl4 i+- --- ---------------- - ! 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OM � VV MAR ROEIAWAE 6189 RHODE ISLAND 2354 JEND 7745— MASSACHUSS 9857 2100 Reston Parkway, Suite 450 NEW EEAI-139 NR I NCAROLINA 6362 ALT. MASTER TiT1 IRteStcnVA 2 2 0 9 1 RIA RA-015166R " PRouIDE71OWlNDo'WHT LFI JOIST HOLE CHAR I o e.0 OAriIGHT COA'0. 6'-51/4" L7 ~ NOTES' B.° (2)2A10W/ 12)134"X11/4"LVL W( 2 2XIOW/ a a e �Ol ---- --- FLOOR FRP.611NG NOT ,. (2)(j, ,E.E �'; (2�J 1 1215 @ E.E. (2I J"ITI S P E E. 2''4` 'MID.R.N IO" 2'-4" z i i z z i - SHOWN FOR CLARITY J - aaaaC� zzz z •- a �� WOOD BEAM.SEE CO;..6 COL.(.PP 8.00 _ b �J PLAN FOR 5IZE - - - I B"I-J ISIS .00 192• .M _ ' n g N n •H 0 • 11 e 17/8'I-JOI5 92 O.C.M N'M 2v o a O 0 P 1 FIRST FRAMING PLAN @ WALK-OUT COND. COLUMN GAP N 2-1/210 LAG SCREWS CCS AN C OR EQUAL.OUAL. SCALE 1/41:J'5" In ' WOOD COLUMN.SEE b{bf START LAYOUT 0'-0" 2-\ O W PLAN FOR 5IZE. _ R FROMH�RE 8.00 P" N OPT.REAR DINING RM`9AY NOTE°°NOT SUPPORT'WPW "° ` n——n ` OPT,REAR DINING RI BAY m 3 SECTION ,W°00 BEAM°N WOOD COLUMN A AN IT 4 LANiILE R EDYROOR 5Y5TEM I 122 _ - - O 11/8°050 RIAI BO. B.0 I/8"LP.053 ALL SIDES I - - RIMOOARO(ttP.) (2 I4"%T IIS°LILT - ! BULKIEAD >w - 2 w e ts Ow4z mWo 4 _ a a eoo o i kms IS F.A/00 PO @I CONN TION F.B/on FY 5TE CIX C I a O W.Sm�''��i - N rc 120 oo "24° �zQ>-'tea DB _ % y 2.x1 _ 22X2_[F P F+i LEI2)7 12 121 7AW OPENING _ -I1 22x12 C._. � z�i- JE c /--�OPT,MASONRY FP "* ADJUST A5 REQUIRED FOR IXJE ZONE HEATING SYSTEM % 4'-I" 3 3" I3�-I �. � al ni ri v1n L r' SCALE'(/4",I1-0° - � til z 4 MATERIAL LIST x1 M-r 6.00 Ilil HJ01 5 III g 11 111 11 11 4L --IF-- iO FLWR FRAMING NOT _ - SHORN FOR GARITT [�[�� ljQQ� II/8°1ARD(T mH 8.0 EIEV 1 2 QA' RIM.9 VEE ITTP.) I ALL 510E5 WOW BEAM.5EE PLAN fOft 5IZE � S� d eEy, a g6k nisi oo s� 2-1/2"0 LAG 505115 'g W K I/4°STEEL°L"BRACKET v 111 "I- T5 ��°�SgBe IAS STEEL COLUMN,5EE P 19"O.L..A% -- Ai PLAN FOR 5IZE. 11 11 11 11 i1 :Vn- II IS SECTION erooDBEAMONSreeLLaumN ELEV•388 a 3/4. ,_p• Y16rx+tsalSr - .� r FIRST FLOOR FRAMING PLAN1 117/8I LPI SERIES 20 OR 26A @ 19.2I O.G. ( U.N.O.} e DRAWN BY: PDODC I ¢' DATE: if e'056 PIM JUI1-1-FASTEN T EACH ON EN OSB LIN MIST ONLY SQUAB OSB RIM JO 1+ONE 1EACH OSB REINFORCING LAC SIDE-FASTEN TO JOIN DOUBLE]-MIST AT ' NAILING THROL'44 WEB JOIN DOUBLE I-AIST BY NAILING iHRO'JGH WEB' 2v9 SQUASH BLOCK CUT]/16'TALLER TNAN THE FPSTENING SCHEDULE 1 TO q PLY FLUSH LVL vEAM CSCE b / FLOOR JOIST US 1-ID,NAIL PER FLANGE ON END WALL-R TOTALLY SQUASH O BLOC @ 4'o/c-R EACH FLANGE V/IGtl NAILS @ 6'0/[STAGOCRED WITH 2iBIVS Btl Pi 6'o/c?NTO FILLER BLOCK WITH 2-LDV$8tl AT 6•R/c INTO FILLER HULK DEPT1.DF THE 1-JOIST. USE UN➢ER FIRST FLOOR 2 M 3 PLY BEgN�16tl-3 RD @]2'R/c Egtll DETAIL 8 FOR FASTENING SCHEDULE) FEV No. DATE CDPD IS LESS THAN 650 PLF TOTAL LOAD:S MORE THAN INTERIOR HEARING VALLS 3/5.OR)/B' 0 PLF *, 241- 3/A'OR]B'ESS NOTE,USE WEB FILLERS 6 WEB SIDE STAGGERED NOTE.' SUHFLOOR�T STIFFENERS IF RERUIREO BY 4 PLT BEAM ONLY-2'HECTS+FENDERNASHERRS USE WEB STIFFENERS OOOS Q32G1x1 1 i OSB SUbFLOOR 3/A'0.)/B'OSB 3/L'OR]/B'OIL 4 THE HANGER MANUFACTURER \ 3/4.OR)/@'OSB RUTH iI➢ES- R'/S @ 26'o/c IF Ri.OViREO BY THE BANGER w+ SUHFLOOR SUHFLODR SUBFLUOR STAGGERED 6 u MANUFACTURER JOB HJA9EA 51204 / 6GG NAX. RAX. MAK TO PLY G1204LPI7 VL BEAM - + NOTE'USE WEH NA%. SHEET NUNBON T, STIFFENERS[F RIM JOIST DEPTH SAME USE CONTINUOUS 4 43 NOTED ON LAYOUT AS FLOOR MOST DEPTH «E IIt- B'SERIES 2EOLK30 VHER, HANGERS NOTr,USE➢HL.SGL'ASH BLD_KS NOTE USE S@UASH BLOCKS I:BAD.WILL ABOVE 8.O NDTE�USE FOR HIST]6'DEEP OR LESS NOT USE FO0.JOIST 16'LEEP 6t LESS hY1TE USE FOR JOiii 16'➢ECP W LESS AT ALL HR4-LS d REARS UNREINFORCED CANT. ARE USED ONLY IF MUTED ON LAYOUT NOT—USE WEB STIFFENER IF NOTED ON LAYELI lOP MWNT 1-JOIST HANGER SHDVN • 1. RIM JOIST AND 2, RIM JOIST-ENDWALL 3 RIM JOIST-ENDWALL 4, REINFORCED CANT, 5. DOUBLE I-JOIST 6. DBL. I-JOIST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9, FLUSH LVL BEAM BOSTON C COPYRIGHT 1999 Fulte Home Co oration 0 LPI JOIST HOLE CHART U o B� aaati y STAFR AM IN ¢a a¢a 'w FROh1RT HERE- Fizz �zzz m b t 2X10 113 112 110 M1G IZ) 3/4°%9 I/2"LVL W/ ti 109 o n �`rll 1212 x 1a coNT.WI 1 r2xm w/ r2x1)w! J 13I5PEE. (2)1 (2)5eEE. 211.(256 EE._-- (2IJa(215P EE. MIB°LP.OSB RIM BD. __ ___ -_- N+ _ �42 ca 3 ", ---- ---- 2 3/4° 91/ LVL BAY L. (2)1 I2I BE, OPI. AT O N 1'- .5 3/ 9 314 -3 1'-O � I - a p / s _ - O II /all, 15T5 .f R� f Rr 0 A 19z .M - Y ti ^ O o e - MM EARI WAL ABO 2 Z K IOP 0157 TOB ES D i 5J i ^ _ 8.01 F--- DaITI NAL LLL90 PEpplN WALL -I i/ XII 0°L EUARLN 'HALL - - - - - _ - 07 6 106 M FT EOU EO F ON ZONE ATL 5Y5 X2'2X1 w „ 5TAIR OPPENING CY 1311 3/4'x 16°LVL 'Fp ❑ w �' - I5 \�' 11-7 °I-J TS 1 1 7/8➢ '015 1 ice- g�wa .L. _ g< 31/2 x "'I X 14'-M0 - W ow z �. (2)2X10 w/ 2)7X10 w'/ (2)2x10 W/ (2)2xIOW/ (2)1°(2)56 EE. 1 121 J°12)S P E.E. (11J°I2I SP EE. (2)11I2I5 P EE. (2)1+(2)5 B E.E. - 114 B.01 Il4 114•' 114 114 FRONT O REAR WAL�..6.6 16"O.L. z SPF T OR 2X4 e 12 O.L.SPT 5'ORADE z FL c E- SECOND FLOOR FRAMING PLAN-ELEV.#1,2&4 MATERIAL LIST E_ ��E''/4-1`°u 1I 7/811 LPI 5ERIES 20 OR 26a 0 19.211 O.G. 11 11 11 o - II-T/'I-JO 15 7/B°I GIST 11-2 "IJ TS W - ATI °O.L. X. AT 19"O.L. AX. A 19.2° .L.M � $ 5 (212X1)W'/ (212%IOW/ 1212X10 W/(2)J•(2l5P Ef. 1,(2)SPEE. 1211�(2)SPEE S$ z3 ees¢ O3 N I21zx1)5/ 1212x1)5/ ossi 121 � (2 JI(215B E.E. J1215P E.E. a r -;�� wl� SECOND FLOOR FRAMING PLAN - ELEV. #3 � �HO��� SECOND FLOOR FRAMING PLAN - ELEV. #8ffi �� 56ALEI(4"= 0 -- .. � SLALE=I/4",I'-011 zl DRAM BY. PB n4YG al _ DSIL If$% -OR JOIST RIM JOIST-FASTEN TO EACH t-V6'D A RSM JOIST ONLY 1-UAB OSL RIM JOIST ONE t1AC.OSB REINFDRCtNG EACH SIDE-FASTEN TO JOIN DOUBLE[-JOIST BY NAILING THROUGH NEB JOIN DOUBLE I-JOIST BY 1 RAILING THROUGH B VEH 2,4 SGOF T BLOCK CUT USE TALLER THAN THE FASTENING-3 R] ]L'�S H➢"S H D" 1 T q SN LVL BEAN<SEE _ FLOOR JNST IISI G I-1�Ng1L PER FLANGE DN END WALL-IF TOTAL �I SGUASH BLDCS @ q'a/c-OF EACH FLANGE 4/10tl NAILS B 6'c/c STAG.'�EREO WITH 2-ROWS Btl AT 6'o/c INTO FILLER BLOCK vITH 2-RpVS Otl AT 6'o/c INTO FILLER HLDCH IDEPTHNTER OF THE I-JOIST. USE UNDER FIRST FLWR 2 OR 3 PLY BEAM I6tl-S ROVS @ 12'o/c EACH DETAIL D FOR FLUSH SCHEDULE) RiV No, DAZE LEAD IS LOSS THAN 650 IF TOTAL LOgO IS MORE THAN INTERIOR BEARING WALLS SIDE STAGGERED 0 PLF 02Hl' D/q'DR)/B'OSB NOTE USE WEB FILLERS B VEB NOTE,USE VCB STIFFENERS 3/4'DR>/6' SUHFLOOR STIFFCNERS IF RE@UIRED BY q PLY BEAR,.DNLY�I/2'BOLTS.YENBERVq$HER$ IF REQUIRED by THE HANGER DSH SUHFLOOR� 3/4'DR>/6.OSB 3/+'.mt)/B'USB THE RANGER MANUFACTURER J/4'OR 716.OSB BOTH S[DES-2 ROvb B 24'o/c MANUFACTURER i SUBFL03R SUBFLOOR STAGGERER SUBFLOUR� LB NUUBER -� IB' IB' IB' MAX. MAX. IMAX. TD 4 PLY G12041P12A VLHEAM MEET NUMBER 7 RD-VSE VEH STIFFENERS IF RIM JOIST DEPTH SAME USE C-ONTINUOUSNOTED ON LAYOUT A.S FLOOR J^1ST DEPTH USE 2xex4•FILLER BLOCK 2.8 FILLER SLK. BLOCKS NOT-USE SCUASh 5LOOKS IF BRC WALL ABDVE 1 .. NOTE,USE FOR.LIST 16'DEEP DR LI S NOIU USE(OR.LIST 16'LEEP W LESS NOTES USE FSR JOIST I6.DEEP DR!ESS gT�ALL)BR4 SMALLS BL BUMS UNREINFORCED'CANT. ARE USED AN ERS ONLY 1 SNUTED CNULAYOJT NDTF.USE VED Si:FFENER 6-NOTED W LAttAIT TOP Y.pUNi 1-JOIST HANGER SH]VN � • 1. RIM J❑IST-BAND 2. RIM J❑IST-ENDWALL 8, RIM JOIST-ENDWALL 4, REINFORCED CANT, 5. DOUBLE I-JOIST 6. DBL. I-J❑IST @ BAY 7, SQUASH BLOCKS 8. DROPPED LVL BEAM 9• FLU�SI �VLE�AM BOSTON C CO ICH 199P Pule wne Co orD!im a r y Z C�) o rl NAIL GROUP AND STU7 WALL. � � by t �y V1 CEILIN0J015T5EE FC AN 2 X 8 CEILING J A FOR SIZP AND SPACING. /, ��t f 2 X 10 CEILING BOY,RIM r^`�4 ^�j ems.✓ uuLs"a c. nr 3 2 X 6 COFFER RAF 2 X 0 5OFFIT BOX RIM FRR---� a p 777777 \ • w J6JGT m \ M X 6 CEILING J m Q 15PLICED TYP.I (5PLUP TYP.j W P m 5 12)J 10 ' 7U0 WALL SEE PLAN FOR SIZE PfJJ$PALING. 3� pAn,PARTIAL GE ILING J015T ELEVATION ` `00 3/4"=o.0" A55 CEILING FRAMING PLAN I.A5511NE0 SNOW LOAD 35 P5F.a ROOF DEAD LOA?10 PSF. 2.ASSUIWO Pe5*14 CE ILMG LIVE LOAD 10 Py. b 3.A55UNEDMA%.OEPTH OF BUILVIWG 30 FEET. OPT. TRAY CLG @ MASTER BEDROOM ,.SEE CONTACT DRAM'ING5 FOR ALL INFO.NOT SHWALL 56ALE:1/4"=IY nDETAIL @ COFFERED CEILING RAFTER 5MP50N'L96 CLIP AWkZ ITYP) _ ONE PER RAFTER 2 BGE IN6 01ST a OL. 2 0 0151 e I O.C. ^� CEILING J015T �) O r I F�ti w W n RAFTER CONNECTION DETAIL xla 2)2 W; 2 x10 , _ 5 cn 9.00 3/4"•F-0' - - E-' z , a DI Al EQ' 10. A cn NE JAIIr 5 5TC111 11 .00 3 - �...� 1J 1215 E S vBL � 2 a W.J01 T5E �. TLSi Ian �a� �LL - 2h 0.G. Ols el'O.0 In � LUSS:s z amp � eta 216'1 3''S° AEE.ROOF FRAMING PLAN FOR WINDWI ANO 0008 4EAOER 51ZE5. i - ��� 3852 v T CEILING FRAMING PLAN -w w 5(ALE I/4'=I'0" ORAWN BY: 7 PDC,14G DATE:Ir. b 16 � _ fdV rb. OAIE - T10W al m JOE rA9ALE' 5 1204 o H1204RF1 DICT NW5ER 9.00 ` BOSTON Y © COPYRIGHT 1599 Pulte Home Corporation OF F r 102 ML 12)2x10 w/ z)2Y10 W./ 12 2X10 W/1fY PLY ro. (3)s a Ecti+' M1„a° (2� +(z) ® F RUNCI(2)J+(2)s a EL . 2.6 NAILER Pl.'k.!02`0 L.JOI5T5/ROOF RAFTERS THRU tOLT5 t Y4�0.G Al,p SiW WALL ARE NOT I _ 101 IE• _ IU 5TAG TRW OR PWIFli SHpwN FOR CLARITY. l ACTUATED FA5TENER5 3 0 32' I t 16 DG.{HILTI"0552ple, 'I OF APPROV.EOUIV.I •'F== 2 X I R S 01 O.C. r XS 9 ES0 Y0. F' e _ 9.01 u5 =_ = 04 A � ) _- 2 z R % (J)1 3/a'X Is'LVL USE 'IM' XE-1 1� 57L 6A1.SEE PLAN FOR SIZE. ^{ N 00 LEx3/1x5/IEzB"fAN6 ) o _- __ I N Q E CO 4V)W'/2.112'E LAG 5LREW5 �F- CONCiIXt E d 1 ~ LVL CA.SEE PLAN FOR 51ZE.— I 12 K7b`A ATO = F_= TT 0 24.6".N_—j c X i NAr 0 o.c - - 1 SECTION STEEL BEAR ON LVL HEADER ( `�_= ITV ea ® •o, _ 9.01 3/4"=1'-0' owwrxww4ew.a ♦`O .F== I __ ___ R __ 114 414 -__ - b 2 x 10 TD 16' G 242, 2 5 0 EE i2)zA,O W,/ ( () (2) J,(2)s 0 LE 2 X MD FFANN o SIDE LOAD GARAGE 100 105 iW IOC ,D ==�1 x 112)2nD)s®FE (2j i 2(z)s e EE. (z)2XID W/ 9.00 (2)1X10 w/ (2;2X10 W/ _ n +(z)s®eF. 2)J+{z)s®EE (z)J+(2)saee. 9EA@NG WALLS zx4 SPF s-ADE 0 IV ac UP B 9.00 2)t7d Xif 7l5 LM-F/ ROOF FRAMING PLAN - ELEV. #1 } SLATE:1/4'=1'-V 2 X FDD FFAMING — PI.r 0. FYIER Wf(2)J+ (2)'s A EE (2)7xlD n//pY FST M. s g �� 1.00 Q.. Itb B 1W IW w/(21 J+(z)s o EE 9.00 n/ z) (2 w/ y 10, ')2x10 W'/ t0l (2 J+{2)s OEF_ (2)J+(2JSaFi (2)J+(2)50M"° (2)J+(2)S O EE 9.00 (244=(2)sOEE. e �' ' — 2 x 4 NAME LAW 0 24'O.C. 900 CK) IL c2 J+(2 s J+u S 9 E. b - m r _ 42)13/4X117tl'Il4 PART. ROOF FRAMING PLAN - ELEV. #4 ART. ROOF FRAMING PLANy- ELEV. #3 ,) • G - i e 4 O- OY: t "? x Fl F7AVNC 'F ti 2 X FEID FFAXYiG ti a S PWC. z�+ilwF i+ )szx / E 2 Ii(s/e E o All low zl (z)2%2W 1/YPrro. tat ` cA- g DW7J W 1J/2'PLY U. 80 +(2)5 0 ESAD "v B n19 W/ 9.00 B ♦ 2Xfi Of OC ~ ` R DO `1 1� (2 +(1)S C EE 2 X 5 RAMS 0IC Oc 2 10 `kx10 2- D 2- 2 10 _ '�A�� 9.00 �__ 2 X 4 NAXE IATW 0 24'EC - - - 51204 al B 4 H1204RF2 9.00 SHEET EUV9E1 L 11 42'as}s® PART. ROOF FRAMING PLAN - ELEV. #2 a 9.01 • PART. RO6g FRAMING PLAN - ELEV. #8BosroN i SCAIE:I 4'=1'-d Q CDPYRIGHT 1999 Pulte Home Corporation qF Date. N.o f, tS 9 C ".�.T" - TOWN OF NORTH ANDOVER ° p PERMIT FOR PLUMBING • i „ r o A�•(g This certifies that . . . . .�: . . t . . '% ` .• ?` f 1.•.a. has permission to perform .,:`.`: . . . . . . . . . . . . • • . . . . . . . • plumbing TiJt tfie buildings of_.�- . . .1.. . ... <. . . . . . . . . . . . . a ? i^ - --� -�. . �t�'. . . . . . . ., North Andover, Mass. at::i._.. . . . .-. . . . . . �t . . . . . . . . . . . . f PLUMB NSG NSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer MILLSTONE - 17 ,-IK-F, MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT.TO.DO PLUMBING (Print or Type) `�� N•/i��,uso�[2 Mass. Date/7/G�a/ Permit# �sL 40r r. Building Location 23 �ALOMI,t�® ! Owner's Name Pt1�-rr HOME CORP, REST 00417AL Type of Occupancy New Ig Renovation ❑ Replacement ❑ Plans Submitted Yes to No O FEATURES z z it z Z Z (A h¢- W T CC (n z 2 z Z z a V) W 0 � � Q � ra. n � Q a � 0 U Z 0: ? CL Q W � .Q w Z O Q z Ct 0 J CC _ O Z _ Y CCFCC ¢ Y Q w LL Y w .� Q = n u) F- gj z z W F- U = r a > ¢ cn cn Q ,O z � uJ ¢ o a < g m o J m — _ 0 O 0 0 � Y � rn h SUB-BSMT. BASEMENT 1 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR e 5TH FLOOR 6TH FLOOR 7TH FLOOR STH FLOOR Installing Company Name F2AZ1ER f� loEtLS Check one: Certificate Address P U QO X S-5 IKCorporation 2 1 9 0 C /t-/'-1;y iiF-o /ly/q (z 8'/�/ O Partnership Business Telephone 97£3-689-7117-1 O Flrm/Co. Name of Licensed Plumber tZaAzetl-C 2O/t/.r)S - INSURANCE COVERAGE: I have a current liability Insurance policy or its substantial equivalent which meets the requirements of MGL Ch 142. Yes O No O If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy O Other type of indemnity O Bond O OWNERS INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Owner O Agent O Sionature Qf Owner or Owner's Agent I hereby certify that all of the details and information I have submitted (or entered) In above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under the permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By ( (LD1 Signature of LicenseaPlumber T7tle Type of License: Master) Journeyman ❑ City/Town License Number �6 8 APPROVED OFFICE USE ONLY) �� 1i2 3 -i 64 Date..7/ /... pOR7M 0 TOWN OF NORTH ANDOVER A PERMIT FOR WIRING SA MU This certifies that .......�.!..L.C.�� `�Q-`^ �- ° tt ....................... ...................... ................ has permission to perform .........�; d,—0. � .pm ............................ wiring in the building of...... .7d..... .t.(.a. ��.h.�1.....(1 t2......�- 1. .. 6C.ab'►tr..s......... �,North Andov -as"S. Fee.. ?.D. Lic.N.&x !g./o........... ... .................. ELECTRICAL INSPECTOR Check # I�-/ WHITE:Applicant CANARY: Building Dept. PINK:Treasurer c,rt�. 1le Co011wealth o 4 mMSssoclusetis „---, � ------ �,, � Ueharinlenf of Public Safefy 3/90 n.— tr••�} ,r _ hOARD Of TIRE' i'RFVENiION RfG11111110NS 527 CMR 12=00 — - --- -- ----- — y;.e APPLICATION FOR PERMIT TO PERF=ORM ELECTRICAL WORK All work to be perlarmed In accordance with rhe Massachusetts Electrical Code, 527 CMR 12:00 (FI.LASE F'RTIIT IN INK OR TYPE ALI, I.11FORHA"f1O11) Datc City or Town of �� �� A To the Inspector of Wires: The undersigned applies for a permit to perforn the electrical work described below. Location (Street ti Number) 7-3 PA�--o�`r(f�C���� VE O,-ner or Tenant PULTE HOME CORP. OF NEW ENGLAND 508 78740002 Owner's Address 257 TURNPIKE RD SUITE 200, SOUTHBOROUGH, MA 01722 Is this permit in conjunction with a building permit: Yes PT No [_� (Check Appropriate Box) Purpose of Building NEW HOME Utility Authorization 110. y_—C> S-2"7 Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of lie'ers New Service 200 Amps 120 / 240 Volts Overhead ❑ Undgrd ® No. of Clete:s 1 3 Nunber of Feeders and Ampacity=_ _ _-3 — 4/0 ALUM. sLocation and Nature of Proposed Electrical Work NEW HOME No. of Lighting Outlets No. of Itot Tubs No. of Transformers Total v — -- ------ KyA = No. of Lighting Fixtures Above ( In- No. g Swimming Pool guild. ❑ guild. ❑ Generators KVA Y R No. of Receptacle Outlets No. of Oil Burners No. of Emergency lighting _ Battery Units No. of Switch Outlets No. of Gas Burners FIRE At-MIS No. of Zones No. No. of Air Cond. Total No. of Detection and _ of Ranges tons Initiating Devices No. of Disposals w No of }feat Total Total Pumps Tons_ Ku No. of Sounding Devices No. of Dishwashers Space/Area Pleating KN Pio. of Self Contained Detection/Sounding Devices No. of Dryers }heating Devices KW Local L] Hull is i pa 1 ❑Other _ Connection ,n No of --110. of a No. of Water Heaters KW Low Voltage 51Rns Ballasts Wiring o No. Hydro Massage Tubs No. of Motors Total IIP k OIIIF.R! INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES® 110 [] I have submitted valid proof of same to this office. YES I_)1 110 (] If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE R] BOND ❑ OIIiER E] (Please 5000Specify). __ Expirationate Estimated Value of Electrical Work S W11.1, CA1,1. Work to Start Inspection Date Requested: Rough Final Signed under the penalties of perjury: F1RII NAHEJAMS P.. BUCHANAN E.11"CTItIC INC. _ 1.1c. ll.,.A15616 Licensee JAMES E. BUCHANAN Signature _LIC. NO. E32062 Address P.O. BOX 544 SUTTON IJA 01590 Bus. Tel. No. 508-865-3335 r Alt. Tel. No. OWNER'S IIISURAIICE WAIVER: I am aware that the Licensee do s not have the insurance coverage or its sub- stant�al equivalent as required by Massachusetts General L w r and that my signature on this permit application waives this requirement. Owner Agent Wlease check one) _ Telephone 110. PERIIIT FEE S Z�Q �Slgnature of O.nrer or Agent I