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HomeMy WebLinkAboutMiscellaneous - 5 ANVIL CIRCLE 4/30/2018 C�rR i i i 4 Date I ,ORTM TOWN OF NORTH ANDOVER f PERMIT FOR PLUMBING .7 CHUS This certifies that . . .4 . . . !. ' '<<. .`.`. . �. . . . �� . . . . . . . . . has permission to perform . . . . . . r.�. . . . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings Of .`: .'. at. . . .�. . .�1!�.� ! . �. . .�.,/. /.`. . . . . . . . . . . . . . North Andover, Mass. Fee.�.i. . . . .Lic. No.. .C9�`(.C. �. ., .`. ..)'. . . . . . . . PLUMBING INSPECTOR Check !/ y 809 • iiiiiiiiiiiiiiii�ii�iiii�l �;►/,_iiiii�iiiiiiiiii�iiiiiiii ,..� ° �•• iiiiiiiiiiiiiii��iiiiiiii •r�� ,•: iiiiiii�aiiiiiii�iiiiiiiri r i rim IM. NNW 1:' :+1 Y' t) 1 1' t:�«% :.1 1 II . % f 1 1 1 :� 1'1 1 .1 1� - :1 1/ /1 ✓. 1 /1 - 1 i.' 1 t ♦Y i f 1 ' 11 1. Yf 1 1 Y' 11 1:w !: / ,1 «1 1 11 I �1♦ i' 1 1 1 1 :11 f 1✓./owl " _ " ' • • (OFFICEONLY �� Date......1. ... . ,aORTM .} ?°;<�•`°,��"°° TOWN OF NORTH ANDOVER p PERMIT FOR WIRING CHU This certifies that . S ti,B U��/�,,._ CD411 has permission to perform ............ 7.............................. wiring in the building of j ! ! IA!......( ...................... .North Andover,Mass. Fee..�..�............ Lic. ELECTRI-AL INSPECTOR G Check # 9/0 d 84 Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked r [Rev. 1/07] (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEQ 527 CM 12 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: /° 0A City or Town of: NORTH ANDOVER To the Inspe for ofWires: By this application the undersigned gives notice of his or her intention t perform.the electrical work described below. Location(Street&Number) Owner or Tenant D 4 14j �jYVI 1. C Tele Owner's Address �� phone No. �,?s Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) ©2.�. Purpose of Building Utility Authorization No. Existing Service&0 Amps 0741dolts Overhead ❑ Undgrd No.of Meters 1 New Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completionof the followin table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Total No.of Ceil:Susp. (Paddle)Fans Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires a Swimming Pool Above In- omergcy ig g rnd. rn .o Battery Units No.of Receptacle Outlets 2 N�. of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of.Gas Burners No.of Detection and Total Initiatin2 Devices No.of Ranges No.of Air Cond. Tons No.of Alerting Devices No.of Waste Disposers Heat ump Number. Tons KW o.of Self-Contained Totals: -" Detection//Ale r * Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances�0 ,37Security Systems:* No.of WaterNo.of No.of No.of Devices or Equivalent Heaters KW Sii s Ballasts Da No of Devices or E uivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: f7� Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: ��� t (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permr rss ' g office. CHECK ONE: INSURANCE Z BOND ❑ OTHER ❑ (Specify:) �!�'%/�/l/ � �Y� I certify, under the pains and penalties perjury, that the information on this application is true and complete. FIRM NAME: LIC.NO.: Licensee: U Signature LIC.NO.: ee 7 3(c) (If applicable, enter "exempt"in the license number line) us.Tel.No. Address: *Per M.G.L c. 147,s. 57-61,security work requires Department of Public Safety"S"License: Lec.No. t-1 -42} OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ w s The Commonwealth of Massachusetts Department of Industrial Accidents ;�...! Office.ff of Investigations ations X 600 K'ashington Street r� flMl %t � `,1 Boston MA 02111 t 1" www-mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibl Name (Business/Organizatio /individual): Address: i City/State/Zip: Y'LC/ �� Phone#: Are you an employer?Check the appropriate box: l.❑ I am a employer with 4. Type of project(required): ❑ I am a general contractor and I employees(full an part-time).* have hired the sub-contractors 6• ❑ New construction 2.( ] 1 am a sole proprietor or partner- listed on the attached sheet 1 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition working for me in any capacity. workers' comp. insurance. [No workers'comp. insurance 5. ❑ We are a corporation and its 9' ❑ Building addition required.] officers have exercised.their I0:❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself.[No workers' comp. c. 1.52, §1(4), and we have no • insurance required.] t employees. [No workers' 12.E] Roof repairs comp. insurance required.) 1.3•❑ Other *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information, t homeowners whu subniit.ihis affidavit indicating they art uuffia e::v oFk ac,�f then hire c!tside ontra lore rust submit.a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an emplover that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-.ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). .Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. /do hereby certify under the pains and enalties of p ury that the information provided above is true and correct Signature: d Date: Phone#: 7 "� 2 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. PlumbElinspector] 6.Other Contact Person: Phone#: ..r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or (focal licensing asency shall withhold the issuance or renewal of a license or permit-to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152,§25C(7) states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es) and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers' compensation insurance. if an LLC or LLP does have _ employees,a policy is required. Be advised that this afficlavit may submitted to the Department of Industrial ' Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workman compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. .Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burnleaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Depar trnont of Industrial Accidents. Office of Investigations 600 Washington Street Boston, MA 02111 Tel. 4 617-727-4900 ext 406 or 1-877-MASSAFE Fax 4 617-727-7749 Revised 5-26=05. www.inass.gov/dia MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Building Location Date la -p- ov A,yy,'� biz Owners Name IJgllco I Ix�=+u:sg ( Permit#_7 f1 Y Type of Occupancy Amount New Renovation Replacement 'E3 Plans Submitted Yes ❑ ❑ No FIXTURES O p ) A�'JHTiT 11 1 IT( moi. FLOCR 3M ELOCR 4IH]HIf M IIi FMM �. (Print or type) � c Check one:Installin Company Nam ussrI1 Corp. Certificate Address b- F-v,tiT.+,-JQ L'i. J, A)•F,.5-"--7N H 0 Farmer. ns ness ele hone Q p — °? y�Ll J��' Fmn/Co. Name of Licensed Plumber: `< s s=11 Insurance Coverase: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ Bond F1three insurance Insurance Waiver. I the undersigned,have been made aware that the licensee of this application does not have any one of the above Signature Owner ❑ 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 Permit Issued for this application will be in compliance with all pertinent provisions of the sac setts State PIufnbing Code and Chapter 142 of the General Laws. By. ignaLure o lacens um er Title Type of Plumbing License 23fZ 1; l=� 13City/Town rcense um er ElAPPROVED cocE usE orn.Y Master Journeyman Date.,:��I- V - HOR TOWN OF NO H ANDOVER PERMIT , PLUMBING i ' SSACNuSEt ,R This certifies that . . . .. . . . -. t has permission to perform /rJ,.1. . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . . . . . . . . . . . . . . . at. . . .< . . �},n �.�. .1. . . . .c. !.0. . . . . . . . . . . North Andover, Mass. Fee. . . . .Lic. No..2. . . . . . . . . PLUMBING INSPECTOR Check # 7 �� 7874 i" of MeTM •f . t o w s �r CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER BuildingPermit Number 626 0 Date e—/' g�/ s-3a._U/ THIS CERTIFIES THAT THE BUILDING LOCATED ON kiSY MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS,OF TIUE MASSAC USETTS ST E BUILDINC, CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. /o�'��� J� 5-8,4'-5 =Ds 4#A CERTIFICATE ISSUED TO1Z ADDRESS Building Inspector NORTH E Town of over No. a490 - ti - � O ��A�COCHI� ,y dower, Mass., ORATED S H E BOARD OF HEALTH PERMIT T D . Food/Kitchen Septic System � �✓ O/,�le �O BUILDING INSPECTOR THIS CERTIFIES THAT.............R4�./ C► m? .•. Foundatiot�,/��/l{�1 p� has permission to erect............../...................... buildings on .............. �..... .. .I�l..........�1�"��ti Rough �✓1 � .� L1 (' Ch' to be Occupied as-1000 E.. ...BA�I...... �...A.. ,.�ti ..� .��i..., /�'1I/ Chi provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Iteration and Construction of Buildings in the Town of North Andover. O 943 4 ss ��`10 PLUMBING INSPECaTOg 6u VIOLATION of the Zoning or Building Regulations Voids this Permit. h v� �b "6 PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPE T R 60/. ..t ........ Service BUILDING INSPECTOR Occupancy Permit �Required to Occupy Building d� q g GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Bu /0 rner f Street No. SEE REVERSE SIDE Smoke Det. Town of North Andover NaRTy 1�eo '9 Building Department 3?0�`, `•a4,o 27 Charles Street 1 = p North Andover, Massachusetts 01845 4 (978) 688-9545 Fax (978) 688-9542 'Q <o[nr[nl w,c It 1' S.A I115���� APPLICATION FOR CERTIFICATE OF OCCUPANCY/ INSPECTION ADDRESS S AN V/L C g 1 C Ll- LOT NUMBER S.S— SUBDIVISION Foreej r Vr�&J /@-�Sf-At, 7y 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 ($25.) DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING CONSERVATION`4 1' IO �� DATE �l PLANNING 'f DATE / D.P.W. –WATE METE$ 4w DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS EEN INSTALLED PRI R TO PECTION REQUEST DATE. SIGNA DPW AUTHO ION Location /,J �v A b U No. U Date G MOR7M TOWN OF NORTH ANDOVER + ; , Certificate of Occupancy $ 5 ss,4cHus' °�ES�' Building/Frame Permit Fee $ 4 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ f S a Check # i f i e, r' ( 14 f a U wY (�Zll .J Building Inspector @l TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: Q��Q DATE ISSUED: 11i X SIGNATURE: Building Commissioner/1Buildings Dat SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 10-7 6 "'' 9 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use rLot Areas Fronta a(ft) 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required -e--d Provide Required Provided Required Provided 1.7 Water Supply'�M.G.L.C.40. 54) 1'5• ��e Information: 1.8 Sewerage Disposal System: Public A o"Pm ate ❑ Zone Outside Flood Zone to— Municipal ❑ On Site Disposal System f$�- SECTION 2-PROPERTY OWNERS --I ORUEDAGENT Awner of Record Name Address for Service: Signature Telephone 2.2 Owner of Record: Name Print Address for Service: 0�r 6 Signature Tele hone M SECTION 3-CONSTRUCTION SERVICES Q� 3.1 LicensedConst fiction Supervisor: �( Not Applicable ❑ —. t -- Licensed Constructi.%Supervisor: CS Q 77,3 i 4�- O License Number Address C) s ivf Expiration Date Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number M Address r Expiration Date Signature Tele hone 0 \.t SECTION#-WORICERS COMPENSATION(M.G.L C 152 § 25c(6) 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 building permit. Signed athdavit Attached Yes......t1, No.......0 SECTION 5 Description of Proposed Work check aU applicable) New Construction A, Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: e-.J 0::l N SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE QNLY Completed by permit applicant 1. Building �^^ (a) Building Permit Fee J Multiplier 2 Electrical (b) Estimated Total Cost of Construction ^,0 3 Plumbing pp J s,01 Building Permit fee(a) X (b) 4 Mechanical(HVAC) a 2-0 a, m p /,3 / � l/n 5 Fire Protection L S , S / 7-Total (1+2+3+4+5) /S-P_ ?_QC heck Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUII.DING PERMIT I as ONvner/Authorized Agent of subject property Hereby authorize to act on My behalf.in all matters relative to work authorized by this building permit application. Signature of ONNmer Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, ( �1/l - 5�� as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print le Sig nature of Oxxner/A ent Date NO. OF S"TORIES SIZE7s� rBASF.NIENT OR SLABSIZE OF FLOOR TIIVMERS 1 72 3 � SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS y �� HEIGHT OF FOUNDATION 0l THICKNESS O SIZE OF FOOTING 20 X10 L .e IVIATERLAL:OF CHIMNEY 0-- -e IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE (� FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verity that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. AF—PLICA,NT FILLS OUT THIS SEC T ICN'`"'t�`��tt� t ,t APPLICANT 1 c)/f4:- hkk-,ham C'OTP-1'J P�oNc ost-�z� -f;OL/I LOCATION: Assessors Mac. Number 107 a PARCEL SUEDIVISION r N-eSt- V11y.J /-StAtrz! LOT (S) ee A4vt STREET 104,4I1G /R 64. C4eC 45 S T. NUMEER kt --OFFICIAL USE ONLY—� RISC NS OF TO GENTS: ONS? VATIC) A IST OR DATE APPROVED 5 DATE REJECTED COMMENTS ;TALA NER DATE APPROVED L 2 U DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUELIC WORKS - SEVVER/WA T ER CONNECTIONS DRIVEWAY PERMIT FIFE DE✓,aRT�,IE�IT 47 �'�Ln i �1cav I �i� L8/y1"r�l rECEiV=D EY EUILDING iNSPEC T CR DATE Revised 9,97;m 1- 14 On O 144 W 1/44 IT A.C�� SS v a >F <v a co + '� SS �� ,��1 H �1.'Ga :9r. e a fl"l ln. d� tt 1'v � ACCE � � 4 P. ). . 6 EASEMENT o b ? PROP. B.C. x / TF=144.0 I FD /NV._ DRIVEWAY 138• TF.` 148.0 _ ' \ , 26' CFL_140.5 " �� / 104 BF.13 9 3 / C) o co 3 / (0 1 � LO 55A 1 11 ,2 SF TF_144.0 r }.75 j 1 3x3co O Am DRAINXGE EAS,C M ENT r l o / CA /00 Fo / i - a , / ~/ r / m° O / ,, Growth Management Bylaw Exemption StateMEnt Town of North Andover Building Department 1is form be to assist the lding ir r secton 3.7.6 of the Town df,Northll,Andover Growth Growth Manage�me t Bylaw. The buildartment in ing applicant shall provide all ofnation of exemptions',:enecessar/information as requested 'below. Name of Applicant on cuilding Permit (below) Address ope'�for Permit Mao and Parcel : Purpose of ADDlicaticn (check below) Phcne Numbgr of Applicant: �ingle Family Two Family Sb e- 2zf& oca z — I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the E{EMPTION section 8.7.6 of the North Andover Growth Management Bylaw, I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the wilding Permit. Further I understand that my interpretation of the EXEMPTION status is subject;o review by the Building Department and is only offidally accepted when the Building Permit ig issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement. restoration, or reconstruction of a dwelling in existence as of the effective date of this by-law, provided that no additional residential unit is created. Bylaw.The lots)were/was created prior to May 6, 1996 are exempt from the provisions of this Sec Ecn 3.7 of the Zoning This application is for dwelling units for low andlor moderate income families or individuals,where all of the ceiailions of 8.7.6.c-are met and/or represents Owelling units for senior residents,where occupancl of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. For purposes of this Section"senior"shall mean persons over the age of 55. is application is a part of a development proiec, which voluntarily agreed to a minimum 4011.permanent reduction in density, (buildable lots), below the density, (buildable lots),permitted under mooning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction, dedication to the Town, or other similar mechanism approved by the Planning Board that will ensure its protection. adjThis application represents a tract of land existing and not held by a Developer in common ownership with an acent parcel an the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit an the parol. This application represents a lot which is ready for building permits,(i.e. all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EXEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attached building permit is allowed an E<EMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off of an above item which does not comply, whether done to my knowledge o is grounds r refusal by the iidin epartment to issue a Building Permit. } r C — Q� igna re gf caner or Authonzad Agent no signed the Attached Budding Permit Date This form must be attached to the Building Permit upon application for such permit Mesiti Det! Group Fax:978-5578160 Jun 13 2000 12:54 P. 19 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations , Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone aam a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for rrty employees working on this job. Gompany name- L./GTE Address ;2S7 ��.ev.0/kE GI- �, u/rE ao U City: SGGCTff13O•e0��3/� /�/>/. O /77� Phone#: 3_0� , �- GC�UX �S- Insurance Co. 1114��ir�c Policy e-y 3011 51,Yl Company name: Address City'. Phone#- Insurance Co. Policy it Failure to secure coverage as required under Secdcn 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 civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I understand that a copy of this statement mdy be forwarded to the Office d Investigations of the OtA for coverage verification. I do herby certify under the pains and penalties of perjury that the information provided above rs true and correct. Signature Date Print name Phone# i Offical use only do not write in this area to be completed by city or town cffldal' rl Building Dept ❑Check if immediate response is required Building Dept p Licensing Board F-1 Selectman's ice Contact person: Phone Health Department ❑ Other )RM WORKMAN'S COMPENSAT70N Oct-12-00 03: 301? P. 01 7t'It-I' rut.-(r- Mvi« ✓•, CERTIFICATE OF INSURANCE ISSUE DATE; 512"c TN15 GCRTIFICAT'E IS A MATT FR OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTWICATL HOLDCR. THIS CERTIFICATE DOES NOT AMEND,EXTEND OK ALTER THE COVRRAGE AFFOROQD BY THE POLICIES BELOW_ yi...,,. I.. INSURED COMPANIFS APFORO(NG-COVERAGE 1`06 Home cO(POTS an of NL COMPANY A PoefBc EmplWan Inawarms Cornpeny 257 Tafnpilts Road,Suitr 700 COMPANY B Lecion Insurance Company Soulhborougn,MA 01712 COMPANY C COMPANY D Ace A MdOW Insurance Company I COVERAG. I THIS I&TO GEPTIPY THAT THE POLICIES OF INSURANCE UMn RKLOW HAVE PREN ISSUED TO THE WLIFAEO NAMED Above.FOR TtiE POLICY PERIOD INPICATED,NOTWITHSTAWN0 ANY REOUIREMFNT,TERM OR CONDITION OF ANY CONTRACT oq OTHER DOCUMENT WT„1799PICT rO wrllCH THIS CERTIFICATE MAY BE ISSUED Op MAY PERTAIN, TME INIIJRANCE AFFORDED BYTNE POLICIES DESCRIaED HEREIN 14 9LIOJECT Tm ALL TNfs TERMS, EXCLUSIONS AND CONDITIONS Of SUCH POLICIES. LIMITS$NO"MAY HAVI"e BEEN RRDUCED BY PAID CURIMS. RFFFC" EXPIRAIIPN CO TYPP,t1F INSURANCE — POLICY NUMBER DATEDATE _ L ITE GENERAL LIABILITY mENEitAI.AiIt3REr,ATE 7;15,004.400 B COWtRCIALGENERAL UASILITY GL4-0292042 Bf1r00 5111U1 PRODUCT&COMPMPAGO. 513,004,000 ON AN OCCURRBNcF M613 _ PERSONAL 6 AW,INJURY $1b,000,000 EACH OCCUPIRENCE y15,400,00t1 ADDITIONAL INSURED_ FIRE DAMAGE(Arty oryn ft) S1.OIt0,000 i MED.EXPENSE(Orn Gm Damon) $5.040 i AUTOMOBILE � - -' T cOLL1840N OBQ4tCTIBLF -- i COMPREHENSIVF OrbutTIBLF COSS PAYEE' COMBINED SINGLE LIABILITY WMIT �1,op0,poo AOOIT(QNAll1'ISi7R�L7: CALlib 7882048 G11t00 511(41 (Qwft4.Hired -0 6 Nonwned) D� EXCESS LIABILITY �_-- F.AcH oCCUiiREN�F AGGAEGATF WORKER'S COMPENSATION and WLR C4 301157A 511/00 511/01 STATuTCRY u MlT 4; A� EMPLOYERS'LIA6ILITY ..........EACH ACCIDgNT ..,•.•.._ I'W' MA,W SCF C4 3011861 6J1/QO 611101 DISEASE-POLICY LIMIT $1,000,000 OISEASq»EACH EMPLOYEE $100,000 "iOPEFii1 REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYEE: IN COURSE OF CdNSTR4CTIOM PER OCCURRENCE LIMIT ti MORTGAGEE; SPECIAL FORM ONCLupINO FU=AND EARTHQUAKE) DppUCTIPLE PEP OCCURRF'NCR OTHFZR DE3CRI ION OF PERATIONSlLOCATION EHIEHICL_ CIAL I sut dMi Ian Win1Mr Heighta,War .wlitor. CE I I TI= R AVCS SHOULD ANY OR T}ItE AgOVF DESCRIRRD PO-1124E9 eE Pl►NC1 Lt 0 BEFORE THF FXPIR ATION DATE THEA$01',WF WILL EMOF.AvOR City Of Wor'eesler TO MAIL 3Q DAYS"ITTEN NOTICE TO THF r_FBTIFICAT'E 455 main Straw HOLDER NAMED TO TMX LIE". W4rCealer,NIA 01609 AuTrIORI p REpFtEBENTATI� Mesiti Dev. Group Fox:978-5578160 Jun 13 2000 12:53 P. 18 B UILD 24G D EP ARTIvM-I 7 DEBRIS DISPOSAL FORM In accordance with theG o ptwisions of l IGL c 40 S 5 , a condition of Huildin;permit Numi�e1 �SS Is that the debrs tpsWtino form this work shnll be disposed of in a proper171icenscd solid waste dis sal facility as ` defined by MGL c 11, S 1-0A The debris will be disposed of in: Location of Facility i S19=1re o�kermit App(ir-znt Date Nom: Demoiition cezmmt fmm the Town of North Andover must be obtained for this pmjer;through the MC--of the Building Ias ,=,or APR.10.2001 12:42PM PULTE HOME CORPORATION OF NE NO.276 P.8i13 MASCheck COMPLIANCE REPORT I Massachusetts Energy Code Permit # MAScheek Software Version 2.01 Checked by/Date CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DAT . -10-2001 TITLE: Lot ## 55 Huntington Elevation ##3 PROJECT INFORMATION: Forest View North Andover, MA COMPANY INFORMATION: Pulte Home Corporation New England Division NOTES: Customer purchased elev. ##3, a walk out bay, & a transom package, COMPLIANCE: PASSES Required UA = 530 Your Home = 528 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------- --- CEILINGS 170838.0 0,0 51 WALLS; Wood Frame, 161 O,C. 2564 13,0 0,0 211 GLAZING: Windows or Doors 540 0,33 178 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 ,0 0,0 63 FLOORS: Over Outside Air 16 3 .0 010 1 HVAC EQUIPMENT: Furnace, 80,5 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 1250 the design load as specified in Sections 780CMR 1310 and ' Builder/Designer Date i APR.10.2001 12:42PM PULTE HOME CORPORATION OF NE NO.276 P.9i13 MAScheck INSPECTION C9ECRLIST Massachusetts Energy Code MAScheck Software version 2.01 Lot # 55 Huntington Elevation #3 DATE: 4-10-2001 Bldg. ( Dept. ( Use ( CEILINGS: [ 1. R-38 O ( Comments/Location (/ ( WALLS: [ ] 1. Wood Frame, 16" O.C., R-13 /f Comments/Location (/ WINDOWS AND GLASS DOORS: [ ] 1, U-value: 0.33 ( For wind s without label d U-values, describe feat ur ( # Panes Frame T (/'thermal Break? Xes [ No Comments/Location DOORS; 7 ( I. U-value: 0,28 ( Comments/Looation [ ] I 2. Comment: 0.16 Comments/Locationlow s FLOORS: [ ] ( 1. over Unconditioned Space, REQ Comments/Location �=�Y .I „'.�/y�D ► f/a,.l�� [ ] 2. Over Unconditioned Space, -21 1 ( Comments/Location [ 3. Over Outside Air, R-30 Comments/Location ( HVAC EQUIpMgNT: [ l I. Furnace, 80.5 AFUE or higher ( Make and Model Number 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. f 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. APR.10.2001 12:43PM PULTE HOME CORPORATION OF NE NO.276 P.10i13 ' I VAPOR RETARDER: ( ] Required on the warm-in-winter side 04 all non-vented framed ceilings, walls, and floors. I 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 I equipment efficiency must be clearly marked on the building plans or specifications. I DUCT INSULATION: [ 1 I Ducts shall be insulated per Table J4,4.7.1, i I DUCT CONSTRUCTION: ] I 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 leas than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ I 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. I HVAC EQUIPMENT SIZING: ] I Rated output capacity of the heating/cooling system is not greater than 125k of the design load as specified in Sections 780CMR 1310 and J4.4. I L ] ( SWIMMING POOLS: j All heated swimming pools must have an on/off heater switch and I require a cover unless over 20 of the heating energy is from non-depletable sources. Pool pumps require a time clock. ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in,) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS n 0- 1,25-211 1 2,5-4n 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 sa a 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 40 110 1.0 1.5 1.5 ] ( CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : i APR.10.2001 12:43PM PULTE HOME CORPORATION OF NE NO.276 P.11i13 PIPE SIZES (in.) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) . RUNOUTS 0-110 I 0-1.2511 1.5-2.011 2.0+11 170-180 0.5 1.0 1.5 2.0 140-160 O'S l 0.5 1.0 1.5 oo-130 O.5 I 0.5 0.5 1.0 ---,NOTES TO FIELD (Building Department Use only) ------------------------- I I I ell L ° PO � Z ✓ '� - may, 1/ y L L� � r 0`7 �f N ET/2Z'd__ 9Z2'ON 3N 30 NOIiUdOdNO3 3WOH 3rind WdEb:2i i002'0ti'Ndd . APR.10.2001 12:44PM PULTE HOME CORPORATION OF NE NO.276 P.13i13 9 1 #047 otor d ti i. l ' J { 4 ✓lie �arrL�reooxurea� u�.• acfiuePG�a ' BOARD OF BUILDING REGULATIONS / License: CONSTRUCTION SUPERVISOR aktr� i Number: CS 077396 Birthdate: 03/02/1962 Expires: 03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON _ 222 SEAMES DRQ /� MANCHESTER, NH 03103 Administrator 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 # 55A, Forest View Estates, North Andover, Massachusetts 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) 22.5 MINIMUM PRESSURE PER SPRINKLER (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.17 gpm AT A PRESSURE OF 56.32 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' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 55A, Forest View Estates, North Andover, Massachusetts PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 ( ] TEST AREA 2 [ ] TEST AREA 3 X] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 22 5.40 22.00 22.67 17.63 23 5.40 22.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.17 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 RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 295.17 gpm AVAILABLE PRESSURE 97.67 psi AT 295.17 gpm OPERATING PRESSURE 68.97 psi AT 295.17 gpm PRESSURE REMAINING 28.70 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 9 FOR A ()C] BACKFLOW PREVENTER [ J METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 55A, Forest View Estates, North Andover, Massachusetts 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. 17 135.00 0 0.00 100 111 8.550 0.000 0.000 68.97 62.97 6.00 209 210 45.17 835.00 3 64 .21 100 111 12.640 0.000 -2.600 62.97 65.56 0.00 210 255 45.171085.00 0 0.00 100 111 8.550 0.000 1.733 65.56 63.80 0.03 255 155 45.17 50. 00 3 1. 66 100 17 1.481 0.153 0.000 63. 80 55. 87 7.92 155 8 45.17 35.00 2 1.18 100 17 1.481 0.153 0.000 55.87 56.32 -0.45 8 9 45.17 8.75 22 2.66 120 18 1.265 0.236 2.925 56.32 50.71 2 .69 9 10 45.17 2.00 2 1.33 120 18 1.265 0.236 0.000 50.71 43.92 6.79 10 11 45.17 2.50 3 1.99 120 18 1.265 0.236 0.000 43.92 42.86 1.06 11 12 45.17 10.00 0 0.00 120 18 1.265 0.236 0.000 42.86 40.50 2.36 12 13 45.17 11.50 2 1.33 120 18 1.265 0.236 0.000 40.50 37.47 3.03 13 14 45.17 7.50 0 0.00 120 18 1 .265 0.236 0.000 37 .47 35.71 1 .77 14 15 45. 17 3. 60 222 3.99 120 18 1.265 0.236 0.000 35.71 33.92 1.79 15 16 45.17 3.00 32 3.32 120 18 1.265 0.236 0.000 33.92 32.42 1.49 16 17 45.17 8.75 0 0.00 120 18 1.265 0.236 3.792 32.42 26.57 2. 06 17 18 45.17 4.50 2 1.33 120 18 1.265 0.236 0.000 26.57 25.19 1 .37 18 19 45.17 2.00 22 2.66 120 18 1.265 0.236 0.108 25.19 23.99 1.10 19 20 45.17 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. 19 20 22 22. 67 3.25 3 1 .33 120 18 1.025 0.183 0.000 18.47 17. 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. 19 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. i WATER SUPPLY}DEMAND GRAPH Lot#55A,Forest View Estates,North Andover,Massachusetts 150.00 .... 140.00 130.00 120.00 P 110.00 100.00 E 90.00 S 80.00 S 70.00 " ..... 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 Supply: 78.00 psi C 1540.00 gpm Demand: 68.97 p::i COO 295.17 cipm 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 # 55A, Forest View Estates, North Andover, Massachusetts 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 30.00 gpm AT A PRESSURE OF 59.21 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' Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 55A, Forest View Estates, North Andover, Massachusetts PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [X] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 23 5.40 22.00 30.00 30.86 THE SPRINKLER SYSTEM FLOW IS 30.00 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 S RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 280.00 gpm AVAILABLE PRESSURE 97.76 psi AT 280.00 gpm OPERATING PRESSURE 64.67 psi AT 280.00 gpm PRESSURE REMAINING 33.09 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 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot # 55A, Forest View Estates, North Andover, Massachusetts 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 30.00 135.00 0 0.00 100 111 8.550 0.000 0.000 64 . 67 58. 67 6.00 209 210 30.00 835.00 3 64.21 100 111 12.640 0.000 -2.600 58. 67 61 .27 0.00 210 255 30.001085.00 0 0.00 100 111 8.550 0.000 1.733 61.27 59.52 0.02 255 155 30.00 50.00 3 1. 66 100 17 1.481 0.072 0.000 59.52 55. 81 3.71 155 8 30.00 35.00 2 1.18 100 17 1.481 0.072 0.000 55.81 59.21 -3.40 8 9 30.00 8.75 22 2.66 120 18 1.265 0.111 2.925 59.21 55.02 1.26 9 10 30.00 2.00 2 1.33 120 18 1.265 0.111 0.000 55.02 48.65 6.37 10 11 30.00 2.50 3 1.99 120 18 1.265 0.111 0.000 48.65 48.16 0.50 11 12 30.00 10.00 0 0.00 120 18 1 .265 0.111 0.000 48.16 47.05 1.11 12 13 30.00 11.50 2 1.33 120 18 1.265 0.111 0.000 47.05 45.63 1.42 13 14 30.00 7 .50 0 0.00 120 18 1.265 0.111 0.000 45.63 44.80 0.83 14 15 30.00 3. 60 222 3.99 120 18 1.265 0.111 0.000 44.80 43.97 0.84 15 16 30.00 3.00 32 3.32 120 18 1.265 0.111 0.000 43.97 43.27 0.70 16 17 30.00 8.75 0 0.00 120 18 1.265 0. 111 3.792 43.27 38.51 0.97 17 18 30.00 4 .50 2 1.33 120 18 1.265 0.111 0.000 38.51 37.86 0.64 18 19 30.00 2.00 22 2.66 120 18 1.265 0.111 0.108 37.86 37.24 0.51 19 20 30.00 8.25 0 0.00 120 18 1.265 0.111 3.575 37.24 32.75 0.91 20 21 30.00 1.00 3 1.99 120 18 1.265 0.111 0.000 32.75 32.42 0.33 20 22 0.00 3.25 3 1.33 120 18 1.025 0. 000 0.000 32.75 32.75 0.00 21 23 30.00 3.75 3 1.33 120 18 1.025 0.308 0.000 32.42 30.86 1.56 A MAX. VELOCITY OF 11.66 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. WATER SUPPLY/DEMAND GRAPH Lot#55A,Forest View Estates,North Andover,Massachusetts 150.00 ... . . 140.00 130.00 120.00 P 110.00 R 100.00 E 90.00 80.00 S 70.00 U 60.00 R 50.00 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 00 2000 Supply: 73.00 psi @ 1540.00 gpm FLOW Demand 64.67 p,i ��� 280.00 gprn 0144 W 1,44 / a 4 ° C) + ° ', AC�c SSS P TH' X12, ''9 .' el n n ' co aRl�fl. ° / d ACCESS 746 ptM) EASEMENT � r? PROP. B.C. n / TF— b ^ X — 144.0 I FD "I 13 > DRIVEWAY N !� s = TF�148.0 x _ / \ 1()4' CFS 140.s BF_ 139.3 ' C� Y Dc p Li I { p / co O ' LOA 55,6 11 ,2 SF TF'14 4.0 c� / s 3x3 / QD EASEMENT 00 I w / Fp i f / , O NORTH Town ofAndover No. a�0 0 �oC LA IQ dover, Mass., A ORATED PP�� S H � BOARD OF HEALTH PERMIT T D , Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.............. .....I. C • ...................... ..................... . Foundation has permission to erect............../...................... buildings on .. 0 ..... .. NV 1 ���"�/� Rough to be occupied as jh "',..Q�foo ...134A,10 /�l��lC r,�/ f /1�/ Chimney/y provided that the person accepting this permit shall in evory respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Iteration and Construction of Buildings in the Town of North Andover. M 1 O/,13 p Ss� //&#?" � PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough .. ........ •..................................... Service BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE smoke Det. ORTH F Town o o Andover o No.6 5 LAKE o ndover, Mass.,, 'o?op/ 0 t-COCKICKEWICK ADRATED PAP���S SACHUS IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ....... .../.. ....... 0 has permission to excavate and pour foundation at 104**r......*.�r..—. ..A,#v y;l.....6I /ti.. for the purpose of....�Q. OOmR O !. ... .fit. .. �L��.. C M ....S.i�!Ir( . ... IIIA The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. ISO*MONE' 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. r n � C ,116�...... .................................. BUILDING INSPECTOR ' SPECIFICATIONS PRODUCT ACTION REQUEST �_ P .A.R. CODES DRAWING INDEX E--4 w ACTION REQUESTED: RESPONSE:EN DESIGN CODES 1.00 SPECIFICATIONS, SCHEDULES, & INDEX ►-� �' G. 'W rk performed 1. A performed shah ceas olh r the erhalfaillon PAR'99025 BASED ON C.A.B.O. BASIC BUILDING CODE 2.00 FOUNDATION PLAN INGROUND >-' A these general nates aloes 8enise noted plans or product DATE 7-11-99 ADO PARTIAL PLANS FOR OIL HEAT CONDITIONS PARTIAL PLANS FOR OIL HEAT LONDITIGNS ARE ADDED. 1995 EDITION � -a: sp tifcAttiapp EFFM995HEET5 2.01.4.00,4.01 2,01 FINISHED BASEMENT PLAN e. All oDpGwNe local and stale rodes,ordinances and regulations. BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION c. In areas where theit-inge do at add re""mdnodalegy, 3.00 FOUNDATION DETAILS z the cantmcter shall he hound to perform in strict compliance will d Qi menufocbwees specirca0ara wd/or neaammendotios, 4,00 FIRST FLOOR PLAN H--.+ n. 2. The general rotes and typical deto7s apply throughout the I job unless otherwise noted a shown O 4.Ot SECOND FLOOR PLAN 3. Dlmmiaeae: The contractor shall campaa and cromincto _ . 5.00 ELEVATION #1 F " all drawings;when in the opinion of the contractor,a dicaepcncy - - --- c�ds he shop pranplly repot it to the Architect for proper adjustment BUILDING CODE ANALYSIS 5.01 ELEVATION #2 w F before Proceeding with the work. 4. t fay show.In the event certain features a me shall be an Q � 5.02 ELEVATION }�3 ae not racy shoe,an me drawings,their nnsbuctio shall be of L � UN 6.00 REAR AND SIDE ELEVATIONS 5. come whamc er as far f m eel cn 0 professional that are shown or noted CONSTRUCTION CLA55= UNPROTECTED W in All work it fo he performed in a consistent manner and HEIGHT d AREA LIMITATION, 2 STORY A1.110 HOT 35 FEET 7.00 BUILDING SECTIONS accordance with No.ndord pmdice and consistent with manufacWrers W sapfie(s ma-minded iratmlalion tweew wc, EMERGENCY ESCAPE, EGRESS OR RE56UC WINDOWS FROM SLEEPING ROOMS 7.10 KITCHEN AND BATH ELEVATIONS 6. Dimon or shag be read a amcnoted and never Judd. v_ 13 4. SHALL HAVE A�Y'NIMUM OF 5.7 50.FT. aI d,sans are to the cough ante ruled etre wise. Al drawings S�?l 'L �{ 8.00 FIRST FLOOR FRAMING PLANS I are at I•=4'-0'(t/4'=t'-177 ales noted o;he wise. 6ARAGE/HOUSE CEILING/WALL ASSEMBLY,a/GE CEILING MIN.�GA5/8"5YP5JM RAGE/HOUSE DooRD IF REQUIRED-'MA I- 8.01 SECOND FLOOR FRAMING PLAN CONCRETE/FWN04TIDN5 i AAA�M ` ® INTERIOR STAIR PROTECTION, II)LATER OF I/2"GYPSUM`vOARD TO ALL SURFACES ACCESSIBLE AREAS 9.00 ROOF FRAMING PLANS , Couele / �!1� �/ I. Re concrete propanes shall he as foMws: LLL RRR••• / Oil LOAM LIVE LOAD FLOORS 40 PSF 10.00 TYPICAL WALL SECTIONS Min.Camo st, Yin.aggregate LIVE LOAD ROOF'35 P5F(MIN.TOP CORP) ban at 28 dm P5s:e 5". DEAD LOAD FLOOR AREA 12 PSF 11.00 STANDARD INTERIOR/EXTERIOR DETAILS Fo rings 30DO -I/2-1 4•(+/-77 pEaD LOAD ROOF 17 PSF 17RU55Es) Slab o 3W0(tNT) /2-1 4 (y-1/27 11.01 STANDARD DETAILS grade 3500(EXI)CARAGE DECKS z 40 P5F Wens .woo 1/2-1 4•(1/-1/27WIND LonD=lB I'SF 11.02 STANDARD DETAILS and ACI)301 STAIR(AADS-40 PSF 2 wok shun conform to all requirements of ACI-318-89 SNOW LOAD=35 P5F 11.03 STANDARD DETAILS a 301-77 2,spetircatbW ns for sctuml concrete for bullJ. A8 reinforcement,onchonbalts,pipe sleeves and other inserts shall be positively secured in plea before eoarele is placed. 12.00 STANDARD FIREPLACE DETAILS 1 4. Provide 95%funs l compaction at 6•layers of all Nobs and feelings, BackRO to be of approved lateral. ATTIC VENTILATION: 648 5F./300=549 5F,REDUiRED 13.00 BASEMENT & ISI FLOOR MECHANICAL PLAN 5. Ret¢rence too defier nates for mbfaeament requirements. 13.01 SECOND FLOOR MECHANICAL PLAN 6. Tol edge of control joint,and at Nab to wall joints. RIDGE VENT=46 LF.X.085 FREE AREA/LF=191 5F. r. al aetabr ach-n-gneds eanaele shoo nntain not lege then 5% SOFFIT VENT=106 LF.X 045 FREE AREA/LF_4.86 sF 14.00 BASEMENT & FIRST FLOOR ELECTRICAL PLAN a,more than 7%air artm-H. TOTAL 8.17 14.01 SECOND FLOOR ELECTRICAL PLAN OI 1Fact:ng depths are shown on the sectio:orlem otherwise MMIIMUM R-YALUES OF OPENIN65e GLAZIN6� virnA R vok,a=205 15.00 OPT. SIDE $UNROOM 0' ~! ` nom,taabrT shall bear o minimum of 12•into original AIuK�ium R VaW a-L30 15.01 OPT. FLORIDA ROOM undisturbed mil old a minimum of 24•below finished grade 36'-Frederck C.MD.M Harshen Township,PA;City of Frederick,NP, 000R5' Eno-y R Vale.=14.97 1600 OPT3-3-CAR SIDE LOAD GARAGE PLAN & ELEVATIONS 42•-Rhade bland;40 -Mass.). Where required,step feelings to ratio of 560 R Vet . . Value=09 r� 2 hadcantm to 1 vertical. BA$EMENI 5KYL 16H75 R Vabe-3.51 2 Where cmditios develop requiring changes in-tions, uch changes stall be made as directed by the carhninl Engineer. VOLUME CALCULATION5, 11352 c.f.BASEMENT 5LA6 AREA X WALL HT 3. Soil investigation and report: AA earth work,rk,compudion hid ' and supervision shall be done per recommendations of mil 12711 c.f,FIRST FLOOR FIRST FLOOR AREA X WALL HT, investii; an report Cc nal,slab and feeling calculations are based 13564 a IF 5ECOND FLOOR 5CCOND Fl_R AREA X'WALL HT,Z STORY SPACE X 9' - an c 2000 f vakn. Y,me site test bo' 3900 cT.GARAGE GARAGE%101 ps elms indicate lesser values, 4I I6 aT. ROOF ROOF Q roRP kited m that necesmry structural modifications co be mode. - - TOTAL 45643 cf. JIL.ber Grade T. al joists,rafters,and head-shall be,unless oR,rw. O Hem-Fir 12 with the fobwing minimum allowable stresses 1� and modulus of elasticity: b� A Extreme fiber stress: 1=850 PSI(Repel.member) 0. llarirortal shear. Fv=/0 PSI C. °ampreesian perpendicular to grain: F-405 PSI ABBREVIATIONS D. Modabs of closticity: E=1,300,000 PT 2. Hem-fir nay be subditeled,substituted species shall meet AB. WOOR BOLT ER GA GAUGE REF, REFTO REFERENCE or ex.ad requirements noted cb-. AF.P. ABOVE FNISH FLOOR GALV. 6ALVANIZW Rf.'W. RE,NI'ORCINO,Rgail CEO ADJ. ADJA6ENT/AOJU5TA8LE 60. GENERAL CONTRACTOR REMP REQUIRED SPF stud grade properties(2 x 4 qr 2 z 6) APT. ABOVE.FN15H TREAD `FEN. L5FNERAL RMS. ROOMS Fb=676 psi ALUM. ALUMINUM OvP 675JM I RANGE F,=70 psi ANLH. ANCHOR 6L, GLUE LAM R0. ROU614 OPENW Fe=455 Dsi ARLR ARRCMTeCIURAL Fe RISER F Fc 675 0, IGPwR. HAlWARE RNp ROUND S E = 1,200,000 psi a AT D,O.WD. HARDWOOD y �Qp_ F FD_FRAMED SYSTEMS HORZ. 56H SCIEMA L' W FNOIN FR 60. BOARD POT' HOW 5L. 5CIEMATIL 0L 06. BUILDING HORIZDNTAL,VgR1ZON7ALLY lass diagrams show design intent only. Truss manufacturer la HR. HOUR 51M.F SHELF mV, Via, rerify ac spans,di-sons,Filches,etc,and submit shop Bm BEAM NOR. 514T. SHEET o� R drawl,,s to fehrketion. BTN BOTTOM HB 1059 51.4 SIMILAR 2 a 9 Dna 5 O-� I.D. INSIDE DIAMETER 5TL STA;NtEY STEEL Roar imsms BRC. BEARMY STC. STEEL a 1. Rear trusses:pre-engineered tmsses, 11- N G 6RK OR16K INGR. ROUND 5TRU61, 51RU6TURAL o <� manufacturer to supply shop drawings and erection drawings.Shop drawings 05x7 BASEMENT Iu9UL. TINIER OR 5USR W5PEMION a most be sealed by a prefesemri.)engincer registered in the LJ. 60MRW JOINT I.S. 015117E C12RWR `.:L-0 `-'LIDIN661.A55DOOR gweming jurisdiction. (L CENTER LINE 50 ¢ S m 2. Roar Trusses"hall be designed to I-unit defil to L/48D CMU. CONCRETE MASONRY UNIT JT. JOINT TB TOWEL BAR g fpr Ree load and for a dead lead of 40 PSF}72 PSF. Roans consisting LW. COLUIYN T d G TONGIUE AND GROVE 65 a F of different lengths the defle.Jcn of the shoest span shall govern. LONL. CONCRETE K51 KIP5 PER 5WARe INCH T6B TOP OF GRADE SLAB 3v ON the shortest spun shall govern. CQND. CONDITION TFW TOP OF FOUNDATION WALL CONT. CONTINUOUS LT.WT, L161FW 16HT TYP TYPICAL -� --- - �+ e. I-Joist LDNST. CONSTRUCTION LIGHT T TREND _REVISION TRACKING `bm �a 1. I-joisb Pre-engineered jests.I-joist manufacturer to suDWY LTSK. CWNTET19" LVR. iWVER TR TOWEL ROD a >j engineering calculations sealed ay a professional eng',cer registered C.O. LASED OPENING L1, L0.UN7RY 70,0 iRPL TRIPLE -- s in the gmemirg jurisdiction.Canrections and details shall be as shown GAM. CANTILEVER '-ms's on plans. CT. CCRA416 II-r MAS. MA50NRY UN,O. UWLE55 NOTED OTVERW15E K FAT€ Nl NO. DATE NQTEEI LLC. CCII MAT. MATERIAL g4 2. Float I-joist shall be designed to limit deflection to L/480 C.M. CROWN MOULD VERT. VERTICAL3g GS�dU� MAX MAXIMVM --3 o3zvi rl .. for Ivo Ind and for a dead bed of he da et PSF. Rooms consisting OR. CHAIR RAIL VD0 V.F. VERIFY IN FEID NEDIVM DEN51'.1'OVERLAY of different 4purs 0,e deP coon of,me shareN span shall govern. W WA51ER YBLN. MECHANICAL WITH me shy est spur shall MIN. M;NI,NUM P govar., d PEN'S Mo. MA50NRY OPENNG AD WOOD Ryof>f Trusses DBL. DOUBLE MTL. METAL Wl WELDED WIRE FABRIC-' 1. Roof Trusses: Pre-Engineemd trusses, Reef truss menufaaher r to supply OIA DIAMETER WO ORW10 WALKOUT "- In,drawings and creation drawings sealed by a professional engineer registered DIR. DIRECTION h UJOW WNDOW in the govemirg jurisdiction.Connections and details Shall,by as shown OV DOWN MT5 NOT T CONTRACT IS) NOT 105LALE o an pleas. OW 0!SH A5HER O.L. ON CENTER < DWG. DRAWING OPER. °FERAT09 0.5. OOw15POUT OPN6. OPENING ' OT DETAIL OFT. OPTIONAL EA EACH OSQ DRIENTEO STRAND BOARD _ DRAWN BY: EJ. EXPANSION JOINT OZ OUNCE CLEC ELECTRICAL I/R ONE ROD A sl E6V EGUALTIDN 1/5 ONE SHELF -.-_ _ --_- OATS____ GRG55 F/V/5HE0 EXP.EWIP EWIPMCNIT EXPAll Pao. PARnaEBOARD 50UAREFODTAGE� SOUAREFODIAGES �- &' PL PRECAST REV No. DALE PL a Ext EXTERIOR aAT pil.. PANCL F/RST FLOOR /4/9 F/RSTtZOOR /4/9 1 1 EF. EACH IPW0 PLYWOOD IED .51GONOFLOOR /546 GOr'✓OFLOOR _ /546 FlL FLOOR COVERING CHANGE. PR. PAIR 9A,S�'MENJ /1A( -y 50,,70 AL 1 6 `toe Ilu- OF PROJECT/PRO GARAGE 390 OPT//41 350V 51203 o FD. FLOOR GRAIN pgOJ. PROJEGi(PRWECTFD FON. FOUNOATtON P51 POUNDS PER 5U IN r R. FLOORPSF POUlDS PER.fXHfT _ REG RGGM 559 P.T. PRE55URE TREATED TOTAL 4619 STf/OY /5B FP FIREPLACE aI F.R. FIRE RATED _ - --- A7203TB __ ..-__ ,ATH 31_ FIR FRAME WAD. QUADRUPLE FT. FOOT/FEET FL ORIPA ROO/Il P40 SHEEr NUMBER PTO FOOTING GARAGE 39O TOTAL 4349 (� -_J 0 SP-fp0(7.DWG rev 05/05/9 6/30/94 ABBREV © COPYRIGHT 1999 Pulte Home Corporotion OF s a � CONTINUOUS RIDGEH O I--1 d� O Q7 FALSE VT 74"EACH QA - W (� I I I I I I I I V I i I F I N 1 CGNF051TION 5015455 1 I.00 C`' 4 z REF PRODUCT SPECS 1 I I I I 12 p —OPT.00XED-04T RAKE LONPOSI7RCN SNMEI.ES 10D REF <)D PRIILS SPECS B 8b FYP06!$50 I = Z 14 X 60 PANEL SHUTTER 61 CORNER 10w Fz 4'RE1lW8N W1 x 4"RETURN '� O 51PINO SIDING-REF PRODUCT 5 = M O fS] REF.PRODUCT SPECS M I.00 51DING Q^' CQ w F"PONb60.RT 10X24 I,QQ ftEF PRCDULT SPECS W/FYPON"655 ® ix 4°TRIM e 3'TRIM 4'SILL 5101N0 i°SX.L REF.PRODUCT SPECS CRICKET 12 - e {. coo51TE 5tiw P PORCH ROOF I.0 REF.PRODUCT SPECS x FYPOH'856 FTPOIJ o50wlwNOR - ®® ® 14x72 PANEL SHUTTERS 7y - 4L BR ILK JAL CH © _ FF FF�� 7 5AIN0 4.60 PANEL SPUTTERS ]- - DOWNSPOUT 6 EECS. &.00C = b"C PRODUCT SPECS _ ®� REF.PROP.SPECS. OPT.FIXTURE F� � r_ = u II II= II II hu CORNER BD. �y W/4'RETURN 6"EARNER BD.W/ o N BRICK FF,F (/I 4°RETURN REF.PRODUCT 5PEC5 I FF I IF I= I'Q 12 WN5POUT 6 5PLA5H B!OCK _ 4"51U DOYM5POUT 6 LASH BLOCK REF.PROD.SPECS - FTPON PILASTER`752-8 a eP 4"TRIM REI'.PROD. CS I� I� II tl _--_ _ - 8"SILL O O.W. F T. ELEVATION @ OPT. FRONT LOAD GARAGE FRONT ELEVATION 13 (51010 SCALE I/40=I''-0' CLG.TRWA SCALE:1/4'!I'.O" REF.PRODUCT SPECS. NOSE ALL FROM PROJECTIONS ARE FROM FACE OF FRAME WALL. UPPER ALL E"HRT DDDR JAMBS BEDROOM +4 FOYER BEDROOM �2 = SHALL HAVE EXTENDED EXTEND(ASKS TO TOP (2)2 X 10'01 '• JAMBS WI BRICK VENEER OF CAPITAL I 11)2 x Ip w/I/2"FL7WA. I ^ 12)J•(2)SPEF. (21zxIOWJ (zl2xlow/ 1 3, I21J°(215PEE. i-2 XBwkLL , 12IJ•I2)5PE.E. I2IJ•(2ISPE.E. u2 r'� PROVIDE MTC.FLASHING ^ y � w ABOVE ALL,WQAPW5, I____ _____ _ __-J-_�__-J- - JS DOORS d CAPITALS. BEADED MULLION 2852 DN 2852 LINE OF 28%2 DH'fNI,N '� •� OGEE " 2851 DF1 305D SIS 3050 5 OPT B?ILK Y� REFS 1TPICAL WALL SECTION 3'-3 3050 SH TWIN - 3050 5H Ir'O' _ SHT.10.00 FOR ADDITIONAL %12 LAP'Nl 6''i 2 10' " B'-0' I IN'ORMATION AND CROWN MOULD FOUNDATION NOTES REF,F-II GI 2'LADOER REF,FLOOTi P.A5 WALL ,INA 11.01 FOR PARTIAL 5EGON0 FLOOR PLAN WeRIOR M _ DOOR C SING 0 0 I INFORMATION SCALE /4':'-0' CHAIR RAL - •'Yh '� I I � _ gl� 2 �� ® LIBRARY FOYER LIVING tm 10 1 (21zxlo'w/ te)2x10 w/ ia) 1081"" Top Tr>t_. y13f' h o II.01 yN' w UL OR I/2°PLYWD. II2'FI,low GL DD bLN 11'T'F NAI5 h �= s =� FTPON INT. TRIM ELEV #3I21J•rlseEE 21J•u)seEE e4'Mc.___ ___ ____PRODUCT SPECS SCALE,/4":I'-0" 2262 OH ---2862 OH 3/0 W --- s� X 9 I LVLSIDIN6- 206Z DH 2862 D 2062 DH REFFRODUCTS-ELS 4"BRICK SURROUND 6ARA6E 3060 SN 3060 5H (2)12 IDELITE5 _12)2X 10 MY LINE OF 24605H 3060 2460544'ROWLOCK Stu = (2)2x10 W/ HALF S"SQUAREL .RAILING OPT BRIL"K 8 5QU S COL.REFBRICKP VENEER `REF PROD SPECS4 �305030505 �354''0" 48'-I0' 39'4" 34'0° 30'6" 24'2° li'-0'PILA57ER'252-8 a. W/OPT.GRIL 4'-4' 4'-4' 12:-8e G r 3.00 1x616"0C STUD WALL 610 W 5TV C OPT.6/0 AT IUM DOOR 2052 DH 3050 DH 3050 BH 3050 SH — .-. F z STOP/MEGH EXTEND 10 0'ALONG 5 DEAlID5 OPT,REG ROOM LPT-5TU-1 E- E CD PART.FOUNDATION PLAN B OPT.WALKOUT GOND. i---OPT.FLORIDA ROOM LOCATION y 23'-6' BWLKHEAD FF o I NOTE REF,5HT.15.00 FOR ADD111ONPL INFORMATION FOR OPT.REAR 64 DECK POSTSW/J m FLORIDA ROOM 16`0 X 40"DEEP JCONC.FTG � L O O.O I �—OPTIONAL PRECAST r ! I I CONIC.BULK)" _ ———————————— — 0-4 ———————— .� —— ——— PJTEL —————— az. 10"POURED CONIC. L J 7'-10' W/2.•'4 j$F B BOT.TYPI _ 9��Sx FOUND.WALL ON TOW -ti- L J �Sta I II I _ 16"XIO"LONC.FOOTING Oi'4n 210 DR W/OPT. L� Q T.D.SLAB BULKHEAD REF. -3.00 _ II m� I I 70"r SIT MW UNFINI5HED I I m O d y5 SET FLUSH WI TOP OF 30"*IS"H W1 OP SET FLUSH WI TOP OF _ a 0" IB'-,° .p" 15.3" 4 Or COL.5,9, ti (AL I2 ALL.OMIT ALL _ I FON WALL.OMIT ALL 5TORAGE FDN W e W/o COND,ITYP) P W/0 LOND HTTP) PART.FOUNDATION PLAN - -_ I W/OPT.FAM.RM.MAS.F.P. L O.O fi 3'-3" 2'-0' 0 2'-1 314"70 CN R.U 6'-1"i Gg w SCALE-1/4',1'-0' SUMP PUMP SLEEVE I PAI.TO VERIFY ® OF COLUA P W LL FTG AS LOCATION FD REQbAPJ. 3'4X11 GA ODJ I I BEAM POCKET CONE FL'IW 4 1 76"x12' LONG FTG W/'4 P .EWSTL COL REF 51L. . x36X12 REF.K-3.00 LONG FTG W/'4 P 12"OLE'WBEAM POCKET----- ---- WIz2' r-- 121 r r- 110 R.1 3/4"X 9111 LVL 2-I 314"x 9 1/2'LV 2-2X12 � 2-2X12 I 16 REF.FOUWAT IH76 L ET- 143J L.OK L 12,K�GARS FB GA.dDJ. 1ia STU GA.ADO. AMSTLCOL ON 24'X24"XI2"I3.00 .00 7'_I" STL._CQL.ON 36%36"%12OPT.B4 L046 FT6 W/4 a11'O.L L M6 —T O.W. rfO Wl'4 P 12"O.CP.W. OPT.PLUMB24"X40"rill" .NF0° ' " 1.0° p 0" IB'-4° 0" 7'-7�� , -_� I ',P12"OL.ENFO. ��GARAGE6SLOPE �Nn� - COW,FTG. oOMUNEXCAVATED I TD.APRDNCONTROLLED FILL 6AR 6E I� RAKEWAIIUNEXCAVATEDe 34"AF."OPT.OPENRAILIN6CONTROLLED FILL FCONCRETE IBER MESH/� OO m 5zimFz CONCRETE W/1 WW � I FIBER MESH M i BLoue ON WALL L— m AO I ( L— EXTEND SLAB 10 \oS�a ———— _ EXT.FACE ba I M L_ — M L B e o I 3.00 -- -- _ 3.00 L -----� 0.0 .00 I OVERDIG 7 — f OVER0IG w BRICK 7'-10" —— —— o Y F R T.o.PPiow ro.'W. o V p 7`10�� PROVIDE DRAIN TP.E ARWND 3.00 .00 N s_ o.w. T 3� 3.00 PERIME/ER CF FOUNDATION AS REO 0 BT PPPROVEO DRAWN 8Y: Iti M'-6" 4"W/OPT.BRICK "� 14"W/OPT.BRICK GEOTECNNILPL REPoRT. � 20'-D' 34'-0' L 041E WR9 _ OPT.FOUNDATION PLAN E OPT.FRONTLOAD GARAGE SCALE FOUNDATION PLAN PARTIAL FOUNDATION PLAN a OPT.5UNROOM g 5LALE:1/4":1'-0° SCALE-1/4": ' - b B1203FDN SHEET"MR x.00 © COPYRIGHT 1999 Pulte Home Corporation J OPT.BOXOUT WINDOW REF.P-11.00 CD to O rt X I� -I ALL CASED OPENINGS SHALL HAVE ,� F Cx2 SAME CA51NY I�IGHT5 AS OPENIN65 W/DOORS d .~�. "ap ALL WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERWISE .' T 10 B ALL let PER WWCW HOR5 A 94"AF.F.U.N.O. L 102 SETALL 55WT.'WINDOWS WR5 A B2 5/8"AF.5.U.N.O.REFERENCE CORNICE OETFILS FOR 2rb FCRWMDOWHEADER HEIGHTS OPT. 1HIN SET ALL CERAMIC TILE OVER 5/8°UNDERLAYMENT MICRO Fri ALL WINDOWS SHAi.L BE TRIMMED PER SPECIE.LEVEL 3fi°X 16"ISLAND 5ET ALL TUB5 ON 90°fELT PROVIDE MINUWIUA OF 4"RETURNS A ALL OPENINGS = F} z ALL ANGLED WALLS A 45 DEGREES VALID. O> d 1� 7.10 ENTRANCE DOORS 8 WINDOWS W/I X TRIM A BRICK w E- COW 8 LONDITION5 SHALL HAVE EXTEND JAM65. c W z D 11 ALL BRICK SURROUNDS SHALL PROJECT I" w F 'AALLOVEN REF II NOOK P95K 14 GEMbTEB O W 2,0 1 - __= 1�I _ a. M�1 CXi Rei I-I Z/8 T 3a D OPT.GOURMET KITCHEN PWDR SCALE 1/411=1'-0" CC 54"0" - ! 3'.4" 4'.6" 19'-8° 20-103u 0?T FLORIDA ROOM LOCAT!E)IN ° LIBRARY 0'0 -214 X 19.81/2 _2---___.__-___._...__._'T' ii-_____34' 1.0._____ -40101 61147`5 6'9° 6-4 II-9 9-II ,12 47'51/2"' 71 c 51NGLE FHA CONP. J; OPa.x 12, a SCALE 4/4"=1'-0° F r-r-r-F-r- rJl ftEF H/11.02 Q I I I D r I 121.pn 2'-4° WW R..�10" 2'-4" ' �1 NOTE, 0 1 1 1 1 1 1 II (� REF.SHT.15.00 FOR A701TIONAL L L LLL L 11� 1 B 385 FIX INFORMATION FOR OPT.REAR �----- -�l j ,t ' 5AFEi 5 411 fl.OR IDA ROOM j 1 1.00 ho5�, _ +Jsl 1936 TWIN LSM��rr h 10 o x. 1-4 2852 DH TWIN 2852 DH TWIN �' I fi/0 SGD 5 `.ET SILL A a+ll AP.F BOXOUi WI h� 3050 511 TWIN 3050 511 TWIN 1 OPT.6/0 ATRIUM DOOR 2-2%10 W/-- SEE. __ Ef,PI1.00 tih� 13130 2 DH r_ >: 2-I 3/4'X 14"LVL 2-I 3/4"X 9 °LVL plp 0 3j`a OPT.42"MASONRY u o PNL 2-2 X O W/ /2°PLYWOOD - ,q f REPLACE "" m (u"(�A E.E. 121 J"(215 A�'.i;. X I� --H W/1312%4 BET.WINDOWS REP:5117 1200 FOR 9 IJ"35 0 EE. 0o rte'"' ADDITIONAL INFORMA710N. j, y, �o - ON _ q _ A r F 1 32"AFF PAM THRU I 1.10 8 W/12"WALL r�, \ ABOVE REF.N-11.01 y�1 z °� 1� y�.N I` - ----- s1042"DIRECT VENT FIREPLACE NOOK = KIT ��� DINING;'�' _ I _ OPT.PREFAB FIREPLACE _- - -� - - I REF 5HT 12.00L-M% MA FAMILY RM = D 2r.0n 2'-4j" 3i.qu 2i,9ii °11,1 1 0 2Lg11 r � o $ FLUE _ 0�1 3�; FAMILY RM _ FL 2B6B L0. 20 �F KNEE - u F Xm-- 91g_- - 01 -� __ +a 0"x8°COL gg BFARIM5 WALL "-'- BEARING WALL REF.*11.01 5 " ,z Y r B ARING W.LL 3010 C.0 BEARIN "ALL __ /-"___= 1-- o 2 1 3/4"X 2',L L r 3 4%14°LVL W/(4 2X4 E. i I _ W n 2X4 RE L T.10 FL '2MA64',tbDW6� OPT 6 _ Cu 17R 2/8 218 2/4 2/8 qLp° 20 mW - 6"SLOPE UP 20 mIN -T-tD�=" 3DTW L.. 5UNROOM a a g aft OPT.MASONRY FIREPLACE 3R LLG u6 - '^ SCALE�I/4":I'0" - b I PNL gJ Sy b 3 2 sa REF.5117.15.00 le �ssi GARAGEPROVIDE I LAYER GYP.60.ON ALL - � - GARAGE 3Lg11 I ;6° z'-4" �$ e8ii€a_ PROVIDE LAYER GYP.W.ON CEILING LS - w a w 1 $ R PROVIDE I LAYER GYP.BD.ON ALL WALLS. o W/ LAYER 7/16 OSB W/FINISHED PROVIDE 1 LATER GTP.BD.ON CEILING .. T� m IN5UL.UNDER 2ND FLOOR FINISHED AREAS. _ WJ I LATER 7116 055 W/R-30 ' `_m r n - ..` yy7fSN IN5UL.UNDER 2ND FLOOR FIN16FEP AREA5. OPEN RAIL 5 LITE - - = LIBRARY = 634 APT 1' v (3)1 3/4°X IB"LVL a 3'I 3/4"%IB"LVL W/(6)2X4 A E.E. I OPT.2/0 Pq`�,. I o O 10 LITE W/PNL` FOYER r Al 61 E.E. _ g pa- -------- 111 -----�-_�- "` Fµ1101 7STORY _ 1 4+-12"WALL LADDER _ OPT.2/8 ---- -----_ r--I = _ h�� REF.N-II GI 9'LITE GOOR 22"X30"ATTIC�> m' 22"X30"ATTIC�-.- I I IPL I PNL� _ o _ a AUE55 PANEL L_J `r' ACC655 PANEL 20 MIN. U 20 MIN. S - = 1211U2%ff 10g W/ 1212%IOW/ _ m` IPNL IPNL • / - �2fix4x32/8 L005EW/ 112}3 2�A E E W( 3. 2.2X10 W/ 2-2X10 W/ -- a DRAwn Br; L6x4x�/8 L005E SiL.ANGLE A OPT.BRICKICE r REF. LEV5 PART.PLAN 8'z7'GARAGE DOOR B'z7'GARAGE DOOR - 2652 DH+ 2852 DH 7.00 OPT.SUNROOM _ PRELA57 570 DATE: I/13a9 3050 SH 3050 5N SCALE 1I/a":I'-D" b '1 REV NaJ_pAIE 1'-4' 81.1n 1-lu 8i_In 1-4" A NOTE 51u 54'-0" 2 pQ 34'-0" 22'-I I/2" I-10" ri 0''0" ,REF.ELEVA7 TTI FOR PROJECTED FOYERS 11'.7' 9'-0" 121-101 6 STOOP GYWJDI710N5. �` 51,2u 9L8• 51.211 2.REF. -I Al WALL SECTION SHEET FOR PART. PLAN @ OPT.FRONT LOAD GARAGE 2D''D^ 341.0" 3.GENERAL F.FLOOR 6 ROOF FRAMING FOR 5 B2©3 SCALE X1/4"•1'-0" PROJECTED FRONTS. b C7203FPI FIRST FLOOR P L A IN ` SHEET"UMBER SCALE J 4.00 © COPYRIGHT 1999 Pulte Home Corporation O r E— O E Q �� ALL CASCO OP r ION 5 ASO HAVE I x SAME LA5P1G HEIGHTS AS OPENINGS W/DOORS ALL WALLS SHALL BE 2 X' UNLESS NOTED OTHERWISE Q C a 81-6 112" _ ALL let FLR.WIKVOW"5P 94"AFF.U.N.O. SET ALL 05MT.WIMDOW5 MARS P 82 5/8"AFS.UN 0. • /-+ z REFERENCE CORNICE DETAIL5 FOR Ind FIR.WINDOW �• O TOCENTER SSIW NAOF P TO CENTER F HEFDER HEIGHTS OR OW BORm WIAVO - 2 2 OH THIN SET ALL CERAMIC TILE OVER 5/8"UWERLAYMENT 2840 SH ALL WINDOWS SHALL BE TRIMMED PER SPECIE LEVEL T2%I O 2TO SET ALLTUB5 11 11'FELT x36R o BAtH L PROVIDE MINUMUM OF 4"RETURNS d ALL OPENIN65 U 2/4 ALL ANGLED WALLS B 45 DE6REE5 UND. ENTRANCE ODOR5 5 WINVOW5 W/I x TRIM E BRII J CONDITIONS 5HALL HAVE E%TEND JAMBS. ® BDRM-t ALL Eft ICK 5URROUN05 SHALL PROJECT I" `fI_,,, DRE551m G _ NNOTEB - F 5 G 7.101 77 16'5HELF If 5'1'AFF. '-1 2/d OPT.LAB6VET5 22"%50"ATTIC L U RY- ACCE55 PANEL wit: 1: _ OPT ATTIC LAMER ALW,YS�. OR E T: WA WA (5)24"L WI g VS— 1/6 _ HALL o PARTIAL PLAN W/OPT. 13ATH #3 SCALE:1/4"•I'-0' o ^4 �N 14'-4 I/2' 9''10' 10'-91/2' 12'91 1'-4" 19'-81/2" 23''1° 30''6" 33''101/2" 361'111/2" 79''4° 3} 52 DH ti` tq{6 OH WIN 7,00 O �r 13} 50 SN W/TEM REO GLA55 28310 OH 26520 SET W 29" P, 3038 5%%H 3050 5H TWIN g IBJ.°ilSPAB EEN10 2)J�(25B EE. x36 121�J'212�SB EE (2)2121%10 WI I l2"PLYWD. L b ti R 18°x42°DECK _ I A R 2`0" E"L _- - II-61 21-0.1 - - p Y&COCATE YE ` 0 1.10 - ITO IGNY;OF WA IIF -- M5TR SUITE - �RESSImG I� I; G T.I6 = BDRM � _ Y--' ►+4 0 ,I-_-- OPT.COFFERED LLC. WI_I _ 2/4 NOTED REF.6 II.01 - 2/4 r�_ I - LOCATE p.TUB TO LEFT o •------- I o / - - ^r� ,� OF WA R ON REVERSE PLAN � o �IJ 5)24"L a �$� T 10 •c SRO WALL 2/4 i ORO WALL V5 a LUc (212%10 ) S6 (I 3 r MSTR SUITE MALL 9Ire' Ti- -a x / ;HALL 12 x1�_ !6 2 2 2x m ? 16 KNEEWALL B 31'AF.F, _ _ g b c m -. _ _-------- --- --- - --- 1311, Y - DPT.OF"RAIL REF.L'Il.Ot 2/4 7.10 /� 2 1314"x91/T"LVL W/2)2x4 AElr BRG WALL (2)2x10 2!0 2/0 ATe� F 2/0 H-L _ 12°WALL LADDER 2/4 15)24 IR/15-_ - -,°� _ IR/15 - 0 n l L - REF.NIIAI /S _ _ ` B"xe"COL SHLVSL 2)2x1S' r (2 21(10 -- - --� (5)24° - REF.N-11.01 5HLV5 2!0 DBL °3 BRGwau 2/4 2/e fi12x1D 212 10 BRG WALL 172 10 0� oma WIG I = ITTS INC RM p 21-611 41-d n 3`9j" 51,R19- uo n 3.4 3-011 5'7 mkt a�y1�H p .4 c 71° BDII�,'7 _ = o� - WITH 5HLV5 _ I� �3oZ'•'vi c m r� T .`�-> REF.SH 12.00 WIG a cm.r. = T 6'-IO° b'-91. 5'-6" BDRM '4 -Z, BDRM b -- --------- T' FOYER - ! `•kOPEN V OILIW X_ 51N67LE FHA GOND. _ SCALE:1/4":I'-0" DNAVWI DY: 2 REF ELEV5 A •b ftEF. E1'S 7.00 _ DArE:Irt3N9 REV Nw DATE % 54'-0° %#'J 1/2" 21' REF.ELEV5-I I/1" 0'-0" 9902512-II-99 I I'-10 I/" 9'-0" 12'-011 EF V F V V F EL V ELF mo 19'8 I/2" 34'-3 1/2' JOB NUMBER e � X1203 5EGNU OND FLOOR PLAN 7.00 b B SHEET NUNeERER 4.01 s © COPYRIGHT 1999 Pulte Home Corporation gF 10 10 (111x1°51 (212x25 (2)2x251 LPI JOIST HOLE CHART c (2)J1215p EE. 12 J12 SpEE. (2)JI2 Sp EE 1 " IST - o z z z i. z z a _ E­ <s a ;Q a FIRST FLOOR FRAMING PLAN @ WALK - OUT �zZz � � � ;F P � 2'-4° WND R..w I0° 11-411 rom � � � - SCALE I/4"•II'D" d" g n A d H W ZqTTNI� I nth �. ZA II II II II II II II II II II m 5 - W O 0+' II II II If2 p10 II II II II II I�lI u u 11 u u u LJ p w II II 9+nT'J TS all II II II �I START FRAMING , r , A-d CV Qi NOTE'OO NOT 5UPPORT;D00 ,/�- 015 p G.c. PART PLAN ppEE6K FROM ANY FROM HERE a n m a CANTILEVERED FLOOR SYSTEM II II II II II II II II II 11 W/OPT.REAR BAY WINDOW 0 RINNJO _ �T II II II II II II II II II II I [�� II II II II II II II II II II U4"=I'-0' m F I II II II 11 II II II II II II I 1 1/8"050 a M 00. 1 1/8'050 RIM BD. 6.00 I I I I II II 1 II ALL 51DE5 ALL SIDES 2'0' W/2 i'49TOO"&BOP(TYP) JL 1L JL_11_JL JL JL JL W II 7 '"1' IST p 1 O6. Ax 0 - 0.00 L � � P � ❑ wF� 5�q� �_ � a 2 DB _ YSTE 0_QN. 1 141 Zn SIL ON IJL 6 REF. ON PLN AM OLKE ?i <i a e� 000 AM 0 EF. ON P. T'-4" 3.1/2"111 GA Visl 60L O W w =i? EF ON 1 121 "I � 9'_.l_H --- -- 2'I /4"% 1/° VL 2 3/411 9 1/2 LVL 2.2%12 21x1 _ u _ SEE ANP FT E 110 B STAIR OPENING 120 III =J 1 8'0 B T 13,14"%91/7"LVL .SnS�g==a� 800 CAMILEVER FLR - n Fi O JOIOM5T 1 THIS ONEA _ ti z OPT.MASONRY FIREPLACE OMIT f ONE ZONE NYAc D p 2DN 5T iR w i z o o QI _ f 2- 10 J L J L 5 E— SCALE 4/1°=I'-0" - 3'-3' 1311 _ n, ONEOA 5TEM E— W 9 MATERIAL LIST ❑ 2 ;wg 0.00 G 000 g 1-2x10 F,-i 61T 13AY•v IV o li.gn o: I/8°050 RIM o � S ALL 510E5 NOTE gI� m REF.510,FRMO PLAN 6 OPT.SU 0.PLAN FOR JOIST NOTES. 3 S B.Do PART.FRAMING PLAN W/OPT. PART. 15T.FL.FRAM INC 5VE BAYS a LIVINS AND DINING W/OPT. 5UNROOM dig I/4"=II-O° I F IR5T FLOOR FRAM INC) PLAN - ELEV 1 & # 2 SCALE:1/4°�'�0" 5`"`E"/4n`'`0II 1 1 7 /811 LPI JOIST 20 OR 26A C 19 .2" O.G. (U .N.0. ) B,¢ 0W rn IbB"Id 15i / << 0 1 �� ,H NOTES: � SHOWN FOR LLARItt '" 3� WOOD BEAM.SEE Z-1/2111 LAC,5CREW5 PLAN FOR 51ZE O1I I 0.00 1/411 5TEEL"L"BRACKET 57EEFOR SIZE.L COLUMN.SEE u REF.FLOOR PLMiS FOR DIMENSIONS PLAN FIR 5 T FLOOR FRAMING PLAN - ELEVATION ' 3S E CTI O N 9 WOOD BEAM ON STEEL COLUMN 0 CB) SERVER:\BLOCKS 5iL STLOL-IO SCALE:3/4" = D.W BY: a 1-1/9'OSB RIM MIST-FASTEN TD EACH 1-1/0'BSB RIM JOIST ONLY 1-1/8'OSB RIM JOIST r ONE i-1/B'DSB REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE I-JOIST BY NAILING THROU H WEB JOIN DOUBLE'-X ST BY NAILING THROUGH WED 2.4 SQUASH BLOCK CUT 1/16'TALLER THAN THE FAST NIN S DATE:I/13AT9 FLDOR MIST LS 5 I-IBC NAIL PER FLANGE ON END WALL-IF TOTAL SQUASH BLOCK Q 4'o -IF EACH FLANGE W/10d NAILS B 6'1/1 STAGGERED WITH E-RDWS Bd AT 6'a/c INTO FILLER BLOCK WITH E-ROWS ed AT 6'Q/c INTO FILLER BLOCK DEPTH OF THE 1-JOIST. USE UMBER FIRST FLOOR _EDU f 1 TO a PLY FLUSH LVL BEAM(SEE LORD IS LESS THAN 550 PLF TOTAL LOIO IS MORE THAN 2 DR 3 PLY BEAM:t6tl-3 ROWS Q 12'o/c EACH DETAIL a FOR FASTENING SCHEDULE) REV No. DATE 50 PLF I-1/B'OSB BLKG.PHLS. 3/4.OR]/B'ISD NOTE:USE WEB FILLERS 6 VEB INTERIOR BEARING WILLS SIDE STAGGERED 3/4'0R]/B' 4 PLY BEAM BN_Y:I/2'BDLTS I FENBERWASHERS NOTE:USE NEB STIFFENERS 00054 03/23/00 BETWEEN EA.CANT.1-JOIST SUBFLOOR STIFFENERS IFQU[RED BY IF REDUIREO BY THE HANGER OS3 SUBFLODR 3/4.OR 7/B•BSB 3/4.OR]/0'DSB THE HANGER MANUFACTURER 3/4'OR 7/0'OSB BOTH SIDES-2 ROWS R 24'a/c i SUBFLO12R SUBFLOOR SUBFLOORI STAGGERED MANUFACTURER JOB NUMBER 16• 16' 16• 512 O 3 MAx. MAX. - MA%. ** TD a cw G1203LP1 VL BEAM i 24' . -SHEET NUMBER i NOTE:USE WED CANT. STIFFENERS IF RIM.Ia1Si DEPTH SAME USE CONTINUOUS cT NOTED ON LAYOUT AS FLOOR.HIST BERM 24'MIN. USE 2xBxa'FILLER BLACK 2x0 FILLER 8LK. 8.00 1,O O ++ FOR II->/B•SERIES 26 6 30 WHERE HANGER$ PUTS-USE BBL SQUASH BLOCKS NOTE:USE SQUASH BLOCKS IF RAG WALL ABOVE 1}..(/ NOTE.USE FOR JOIST 16'DEEP OR LESS NOTE-USE FOR MIST 16'DEEP OR LESS NOTE.USE FOR JOIST 16'DEEP OR LESS AT ALL HAG.WALLS 6 BERMS UNREINFORCED CANT. ARE USED ONLY IF NOTED ON LAYOUT :VOTE:USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT I-JOIST HANGER SHD WN 1. RIM J❑IST-BAND 2 RIM JOIST-ENDWALL 3, RIM J❑IST-ENDWALL 4, REINFORCED CANT. 5. DOUBLE IS' IST 6. DBL. I-J❑IST @ BAY 7, SQUASH BLOCKS 8, DROPPED LVL BEAM 9, FLUSH LVL BEAM C COPYRIGHT 1999 Pulte Home Co joration 0E— YP J START FRAMING LPI J❑IST HOLE CHART C-) MIX 10 W/ 113 FROM HERE W5 114 115 I Ib (2)j+(2)5 0 Of, 2-2 X 10 W/I/2'PLYWOOD z 'n z z z E" Cs7 n > 8.01 W/(3)2 X 4 BET.WB40OW5 a .Fr w 2-I 3/4"X 14"LVL �� 2-1 3/4"X 9 I/2'LV OPTIONAL OATH-3 5NOWW a c a � I/0"KERF TO TOP OF w 8 IJ+35 B E o, i BOTTOM FLANGE a"' - z z z ;o °'z z z 5, R _ E— 0 — FLOOR JOIST _= r _ d /8"KEW TO TOP OF - - • _ = 31,3r 6d''•- -_Z BOi'-- 19' ' a - Ox 9 9 bB I n O� SIMPLE 5PAN CONVERSION �� N F z W FROM MULT15PAN a ' J015 -- -- - (wz)j W/ F" o zJ+zlseEE. a E $.01 3/4'=I'-0° A Ef C.MA 61, UE W�TWIN WINDOW 0 ITL UP R� / 2.2-�10 W/ _ O v M i i 1 (2 J+12)S O E.E. m N .' - m m O a A Z E MJ -Z 12Z 22 DID=Z122 Do _ _ T9 1 66 i�i�W W OPT.5AY WAD �y IC LI OF IMG ALL - - - - J_ - -- 1 7 = A ABC E- 5 SPA J015 ,- N r' - N T .01 B.01 FO WAL LO 230 f. W TU PROVIDE SOLID OLOCKING - -N Wt- OETWEEN J015T5 UNDER BARI WAL 2 314" 9I/ LVL AR L q-y p EARL WAL 2-137 %14'LVL 11.1.WALL cJ F- " P^ n 109 IDB i o 10 5T IR INC A 'w 00L ONE I ME STEM m5w) I w 0 -DE5 B ACE 15TS FORVIE LL LO OF 0 FL _ �;• F s ^f 1 r 1.2-2X10 W/ o o N (2I J+1215 0 E.E. W TWIN WINDOW ❑ - mzi a� I �0 22-2 >u z I /8""I J015 1 7I8'I-J01 5 i,V'tT• 12IJX10+(II,0 E.E. A lg.zl L.M i 19.2 OL. W/OPT.BAY WND o w r F'� 1 " 2 3.2-2X10 W/ TZ° 9'0 0.00 0OPT,2150 EE - i 0 OPT.SUNROOM OR WR O `=� (3)13/4"AIB"LVL S O WSnd e 1212xmW/ (zlzxlBw/ F, Q� -_ "•0 5.�? 117 (2)J+2150E.E. 1 117 (2)J+12)50 EE. (272xIDw/ IZIzxlaw/ eoI 121J+(2)50 EE 121J•1215EEE. 2.2%10 83-2X4 TOP 8001 PL. w>ab� F-FULL WIDTH OF FOYER a x 4 r-1 GLUED d NAILED W/16d NAILS �aw.�.H�uow 04"O.C. w4z� `u�Ei Er- z "nim 46 .d F�4 W 5EGONP FLOOR FRAMING PLAN — ELEVATION " I MATERIAL LIST I SCALE.1/4'=0.611 1 I 7 /811 LPI 20 OR 26A JO15T5 G 19 .2)) O.G. (U.N.0 )11 11 11 11 7 '-JO T5 11 11 u I-J015 5 AT 'OL AX i 192 O.L. (. ge 12 el 1212x1low/ (2)2X10W/ zA (2)2x(10 / 124 . (21J+166 21J+2)50 EE (2)J+(2)50E2)50EE. (2)J+2)50EELL 1 yy v5 IID HB IIB D W REF.ELEVATION 11 1g: 4 Nz°d LL REF ROOF RMG FOR VIDW fBR SIZES 5E60NO FLOOR FRAMING PLAN — ELEVATION #2 F SCALE 1/4":1''D" .y N 11 7/8"1.001575 11]�CC,MAX. 7 "I-J T5 INTERMEDIATE JL JACKS 2-2X4`5" AT I 'OL AX GLUE°8 NAILED W/16d NAILS B 6"D.C. 5TAC36FRED W/I'EDGE DISTANCE E� �g � (1 12 X 10 W/ (2)2 X IO W/ REF.ELEVATION', 2-1 3/4"X 9 1/2'LVL �21J+(2)50 E.E. (2)J+(2)50 BE. FOR IIB ROOF IIB REF.ROOF FRAMING RAMING SH 10.00 119 ® ® ® 0 REF ROOF FRM6 FOR WOW HOR SIZES 5EGONP FLOOR FRAMING PLAN — ELEVATION # 3 SCALE'.1/4"_1'-0" LRAWN BY: 1-1/B'ESE RIM JOIST-FASTEN TO EACH 1-1/8'GSD RIM JOIST ONLY 1-1/B'OSO RIM JOIST+ONE 1-I/B'OSB REDlFORCING EACH SIDE-FASTEN TO JOIN DOUBLE I'JOIST BY NAILING THROUGH WEB JOIN DOUBLE 1-JOIST BY NAILING THROUGH WEB 2x4 SQUASH TALLER THAN THE FASTENING SCHEDULE DATE:IA3M Sm 1 TO 4 PLY FLUSH LVL BEAM(SEE FLOOR JOIST USI 1-10d NAIL PER FLANGE ON ENO WALL-IF TOTAL SQUASH BLOCK P.4'—-IF EACH FLANGE V/IDd NAILS H 6'o/c STAGGERED WITH 2-ROVS ed AT 6'R/c INTO FILLER BLOCK WITH R-HOWS Ed AT 6'o/1 INTO FILLER BLOCK DEPTH OF THE 1-JOIST, USE UNDER FIRST FLOOR2 OR 3 PLY BEAM,16d-3 ROWS P 12'o/c EACH DETPIL 8 FOR FASTENING SCHE➢ULE) REV No. DAZE LOAD IS LESS THAN 650 PLF TOTAL LOAD IS MORE THAN INTERIOR BEARING WALLS SIDE STAGGERED 50 ALF 1-1/8'OSB BLKG.PNLS. 3/4'UR 7/8'01 NOTE USE WEB FILLERS 6 WEB NOTE,USE WEB STIFFENERS 00054 03123/00 3/4.OR 7/e' HETVEEN ER.CANT.1-JOIST SUHFLOOR STIFFENERS IF REQUIRED BY 4 PLY BEAM ONLY�1/2'H0.TS+FEN➢ERVASHERS IF REOU7RD BY THE HANGER USE SUBFLOOR 3/a'!R)/8'USE 3/a•OR 7/8'DSB THE HANGER MANUFACTURER 3/4'OR 7/8'USE BOTH SIDES-2 ROVS P 24'a/c MANUFACTURER SUBFLOOR SUBFLOOR SUBFLGOR STAGGERED u JFB NUMBEfl 51203 5 I6• IG• IG• �MAx, MAX. MAX, rD a PLr G1203LP2 VL BEAM 24'MAX. SHEET NUMBER NOTE-USE WEB CANT. 2 STIFFENERS IF RIM JOIST DEPTH SPHE US NOTED ON LAYOUT AS FLOOR JOIST DEPTH 24'MIN. USE 2x8x4'FILLER BLOCKkr2UN. (�.0NO USE DBIL. NOT USE SQUASH BLOCKS IF BRG.WALL ABOVE lTliNOTE-USE FOR JOIST 16'DEEP OR LESS NOTE USE FOR JOIST 16'DEEP DR LESS NOTE,USE FDR JOIST 16'DEEP oR LESS ATTR ALL 7BR.,SWALLS 2N HEAMS UN . RE US DRS ONLY F NOTED ONULAYOUT BLOCKS NOTE USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT I-JOIST HANGER SHOWN 1, RIM J❑IST-BAND 2. RIM J❑IST-ENDWALL 3, RIM J❑IST-ENDWALL 14, REINFORCED CANT, 5, DOUBLE I-J❑IST 6. DBL, I-JOIST @ BAY 7, SQUASH BLOCKS 8. DROPPED LVL BEAM 9, FLUSH LVL BEAM C COPYRIGHT 1999 Pulte Hcme C oration aF 0. IN I t�MEPIA It JACKS rmrMT,P [212 X 10 W),at cD GLUED&NAILED W/1116d NAILS 16' L. 12)5 IDI x 10 (2)2 10 112 PLYwa REF ROOF PLAN FOR IVR SIZES TA5l,-RE W1 I'EM DISTANCE oil (2)S'0 E.E. 69. 0 -1 CQ E- -- -------- --- ---- -------- -------- ---- --- -- 2 x 0 R R R 1 0.6. -- -------- -------- ----------------- -- E- 1 2 3 Cel.F.GT U,3. A IC P L IL LINE)F 01 C-6 YER CL V:10 2-1 ;2xUO 3em IW V LL 1XII !L- ----------------------------------- 2XII ED 'Be iw�N J rWy A, cm 'Moo 60 EC1( (T) I-3/4'K91 Z'L 06 f=IDS 1 1110[LAR1.1j++ !IY r 2 x10 2[10 -7XI MID :T- BEA IW �Ll- :L, I:" :T- T.ED I 12% T ZONf SYS 1 M w 77,6 2j q: +.A A 11 P ,4�3 D 3 x R R R I D m, I t"t- fl,0 IBIJ T R I tHt! 1 u 9 1 1 11 p 1 9 "I % Ji UD J 1 0 u u u� 1 0 (7)7 x 10 W ROY PLAN FOR NOR 51ZE5 Littl + u u 11 AT", W/UZI,PLYWO... —11 (2)2 X low//2°PLYM7 o W (2)2 x 10 4/ 121 J 1(7)5 0 CC (2)J.(2)50 Ef rA"\JTN (2)J'(2)5 a CC+ 2 A 4 LADDER i 4"06L 11 CDC" \6030/w NOTE ASSUMED DESIGN LIVE LOAD!ATTIC 70 PSF. (2ij 2)50EC 11 111 11 ]1 1] 1 1 1 BEARING WALL5z 2X4 5-F S-GRAPE 0 6'O.C.UNO. ATT16 661LIN6 JOIST FRAMING PLAN 2 A 4 LADDER @ WO.C. o J)') z SCALE f/4':"0' 12 2X6 OVER BUILT FRAMING 5E6 CLCV.5 2 59E FRM6 PLAN FOR SPACING ROOF FRAMING PLAN ELEVATION ' I 2X6 OVER BUILT FRAMING SCALb 1/4'c"0' 1 5EE CILVV4 ROOF RAFTERS 12 SEC FRMO PLAN FOR SPACING Ref FRMG PLAN FOR SIZE&SPACING SEC ELEV.517 REF FW PLAN FOR 51Ze 6 SPACING ROOFAFTER5 REF FRM6 PLAN FOR 5IZff d 5PA61W x E— CEILIWJO15TS SEE FRMO PLAN FOR SIZE&SPACING CEILING JOISTS SEC FIRM PLAN FOR 5IZe 6 SPACING ^CEILING JOISTS SEE MW PLAN FOR 51ZL d SPACING 7 0%.TOP PLATE 5L.TOP PLATE --11Rl--ARIN6NkLL DBL.TOP-A- MAIN BEARING LINE IMEYONO EXTERIOR BEARINGWALL 7 52 ffffff AL BEARING PROJECTION GEARING N6 4: TYP16 t-�q GEARING N6 ON rc--\TYPICAL R ff1l, It 4t It— �R T Me .0j ,�-003,e 4: d" TR Z.,ELEY.1 FGR (2) X10 1 (2 GARAGE ROOF FRAMING (2�d2 x lo w/ W/ 12 A 10 111 .1215Y EE. 151 3d 101 0 7YS IDI CD z X 4-APVrR t 241,O.C. CiD L O.C. aaaam 2 ROWS 11 111 NAILS 14'1,1. ROOF FRAMING PART PLAN #ELEVATION 2 54 W-6 11k.RC1 AT EACH 1A11 5"ALffT 1/4' "0' CE11,[W J015T SEE PLAN a fOR 52E AND--I- BI WALL SEE PLAN FOR LOCATION ZICI.IND.1.FRAMING PLAN J015T 5PL1(,E OF-TAIL ONftW T 9,00 9CN-E I I R 3/4' I''-0 PL W021 ((2) I 0. RAFTER 2)1 (2 5 t 11 F=f t- T—itrr- T4 K SNPSON L90 CLIP 2 2� OW GARAGE ROOF IRA* 2 X LAP 0 24"' (1)1,(2)19 11. (7)2 10 ANGLE ITYP REF.ROOF FRAMING PLAN 7 2 x a OOr R4,-S.1,0' 0 EE. r-NUMBER ONE PER RAFTER b-m 11 11 2_2 CD CD [5 1203 — 2-2%B 2-2x9—LaLL 7-2XI0 2.2XIO 2-2xB 2-2x8 H1203RF1 7- ' -6.4.3/8 L05E EX.ANGLE 0 BRICK -60.3/8 LOOS5%.ANGLE SHEET NUMBER RAFTER CONNECTION DETAIL X4 LADDERPZ4OC ROOF FRAMING PART PLAN ELEVATION '3 9.00 34�10OPT. FRONT LOAD GARAGE 5C&�Il r6" 9.00 SCALE:1/4"z`0 (D COPYRIGHT 1999 Pulte Home Corporation Location/Vss 1 5-5—AyUt/ ` w No. '9 S Date �oRTh TOWN OF NORTH ANDOVER O'..ao •a. O O R � 9 x Certificate of Occupancy $ s � ♦ • o�b,,�ire",�j, CHUSE< Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check �5 ! / / ! 30/v' (62- Building Inspector MAY-31/-2001 08 : 16 AM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 I 1 1 OPEN SPACE i 4 3 ,2' S0" 46. N54-46 PARCEL 'D-2' 40 N �� ' 44672 S.F, 1 _ _ 13B.B2 �X 4� 6�� pRq/NAG 1 ,03 Ac. 1 N w I ``'—__ ASEMC 55A �S9 IC° 11283 S,F, 35.1 I I 0.26 Ac. i I - NU 1 © � d 1 �� �la o i EX. FIND. ��. 10 N I ELS 148,0 4' Q Iz x I11 , �� 2 0. 7f� ` 27. 5' V 127.3' �v IR� L=65.28' " ANVIL CIRCLE 7>1 INE HEREBY CERTIFY THAT WE HAVE EXAMINED THIS PLAN IS INTENDED FOR ZONINNG THE PREMISES AND THAT THE BUILDING IS LOCATED PURPOSES_ONLY. IT WAS REZONIAS SHOWN. THE STRUCTURE SHOWN CONFORMS MUNICIPALITY FROM EXISTING PLANS AND RECORDS WHEN CO STRUCTED.SALSO,TO THE ZONING OFHACCORDING TO THE WITH THE STRUCTURES SHOWN LOCATED 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 DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FL000 HAZARD ZONE, CERTIFIED FOUNDATION PLAN LOT 55A FOREST VIEW ESTATES MARCHIONDA & ASSOC., L. P. NORTH AND OVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 62 MONTVALE AVE. SUITE I STONEHAM, MA, 02180 257 TURNPIKE ROAD SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01721 SCALE: 1"^20' DATE- 5/31/01