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Home My WebLink AboutMiscellaneous - 194 AMBERVILLE ROAD 4/30/2018 194 AMBERVILLE 210/108.0-0084-0000.0 i North Andover Board of Assessors Public Access Page 1 of 1 NORTH North Andover Beard of Assessors i 'Sswc►ws� roperty Record Card Click Seal To Retum Parcel ID:210/108.C-0084-0000.0 FY:2013 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels W Search for Sales 37 -...-.. '' to #y aF � Summary Residence i Detached Structure Condo 194 AMBEFMLLE ROAD ` Commercial Location: 194 AMBERVILLE ROAD Owner Name: LAPSLEY,DAVID&IRA C/O RAMACHANDRAN KRISHNAN Owner Address: 194 AMBERVILLE ROAD City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:6-6 Land Area: 0.25 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 1944 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 466,700 448,100 Building Value: 292,300 273,100 Land Value: 174,400 175,000 Market Land Value: 174,400 Chapter Land Value: LATEST SALE Sale Price: 542,853 Sale Date: 06/28/2004 Arms Length Sale Code:Y-YES-VALID Grantor: PULTE HOMES OF NE Cert Doc: Book: 8888 Page: 1 http://csc-ma.us/PROPAPP/display.do?linkld=2259516&town=NandoverPubAcc 3/19/2013 Residential Property Record Card PARCEL ID:210/108.C-0084-0000.0 MAP:108.0 BLOCK:0084 LOT:0000.0 PARCEL ADDRESS:194 AMBERVILLE ROAD FY:2013 PARCEL INFORMATION Use-Code: 101 Sale Price: 542,853 Book'. 8888 - Road Type: N Inspect Data: 03/13/2007 Tax Class: T Sale Date: 06/28/04 Page: M 1 T g Rd Condition: N Meas Date: 03/13/2007 Owner: ._ C__ - -_ v—al a._.. LAPSLEY, DAVID&IRA Tot Fin Area: 1944 Sale Type: L Cert/Doc: Traffic: - .N� Entrances` X C/O ILEY, DAVID D IR KRISHNAN Tot Land Area. 0.25 Sale Valid Y Wates: Collect Id m SGC l x Grantor: - PULTE'HOME$OF.`NE ��- "� Savvier.- � �"��_Inspect�Reas. M Address: �__� �___..- _ ._. .._� _..a �_�_._ _... _ __� -< v.-. w 194 AMBERVILLE ROAD Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 8 Main Fn Area 912 Attic: NBHD CODE: 6 NBHD CLASS: 6 ZONE VR _ . Story Height '2.00-Bedr'oo'ms:' 4' Up Fn Areal 1032 Bsmt Area 912 Seg —Type a Code Method Sq Ft -Acres Influ Y/N Value Class �hf: - _ P 101 S_' '�'_ _11064 0.250 -�- 174,358 Roof:'`� G �.. Full Baths:�'�2'- Add Fn Area: Fn Bsmt Area: Ext Wall: AV `Half Baths 7 Unfin Area: Bsmt Grade: VALUATION INFORMATION _ Masonry Tnm: Ext`Bath Fix. _7"""Tot Fin Area: 1944 �`' 4 - ! Foundation: CN Bath Qual: M -RCNLD: Date.......��1° /...... 10213 TOWN OF NORTH ANDOVER p PERMIT FOR PLUMBING This certifies that...... 7 ......................►-,.-............................................. f..................................... has permission to perform................... ........°`... .� .. '...............:............. plumbing in the buildings of......../.n.e .......R........................................... 4# !......��....... at .... .... .��...V........................,....... !:�..�. ...................., North Andover, Mass. Fee.-Q la...Lic. No. � ZO.. ....J`'L�--�.............................................................:.. PLUMBING INSPECTOR Check# ��J .,t MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK CITY ft _ _1 MA DATE _ � PERMIT# / Z j JOBSITE ADDRESS ° n # OWNER'S NAME POWNERADDRESS _ ( TEL IFAX TYPE OR OCCUPANCY TYPE COMMERCIAL © EDUCATIONAL Q RESIDENTIAL PRINT CLEARLY NEW: Q RENOVATION:E] REPLACEMENT: PLANS SUBMITTED: YES NO FIXTURES 1 FLOOR- BSM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB _ I .._ i _-_1 . _ I ®f ! -._-.._ __- i -____--I . _I ____..., ( _l CROSS CONNECTION DEVICE DEDICATED SPECIAL WASTE SYSTEM DEDICATED GASIOIL/SAND SYSTEM DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM DEDICATED WATER RECYCLE SYSTEM DISHWASHER DRINKING FOUNTAIN FOOD DISPOSER FLOOR/AREA DRAIN ) ) J 1-._..._._ � ..__ 1 f I INTERCEPTOR(INTERIOR) ` KITCHEN SINK ' VATORY _f J ._....._ ( t �1 J ..._. .. ___-- ---___ J _ I f 1 I )OF DRAIN OWER STALL ERACE/MOP SINK TOILET URINAL WASHING MACHINE CONNECTION f ! ___..._J -_ _J .-_.__.J __.f WATER HEATER ALL TYPES WATER PIPING OTHER _..___i _.1 Q 1 R� INSURANCE COVERAGE: nave a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.142. YES PI-NO n IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY OTHER TYPE OF INDEMNITY Q BOND 0 OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER 0 AGENT �] SIGNATURE OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge 7 and that all plumbing work and installations performed under the permit issued for this application will be in compli with all Pert' provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. PLUMBER'S NAME t/n�rn /in ii.; aa,I LLICENSE# IGNATURE ,vim MP Of JPS CORPORATION _1#PARTNERSHIP D# LLC _1 COMPANY NAME /# ADDRESS / ... � ZIP �� j TEL J CITY .� -��--- - -- - - --- -)STATE 6 da FAX CELL k Z- 'r MAILe _--------_-- 5 `� ROUGH PLUMBING INSPECTION NOTES BELOW FOR OFFICE USE ONLY FINAL INSPECTION NOTE � Yes No Q_S S- THIS APPLICATION SERVES AS THE PERMIT ❑ ❑ FEE: $ PERMIT# PLAN REVIEW NOTES r t.. r v� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information D Please Print Lellibly Name(Business/Organization/individual): d! ej y Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. El am a general contractor and I * have hired the sub-contractors 6. E]New construction er kpfoyees(full and/or part-time). 2.LI am a sole proprietor or partner- listed on the attached sheet.t E]Remodeling ship and'have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. E]Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers'comp. c. 152,§1(4),and we have no 12.0Roof repairs insurance required.]t employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. T Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must 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 employer 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. Ido hereby certt r the pains and ties ofperjury that the information provided above is true and correct. Si a Date: Q le+ /Z Phone#: 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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other - - - Contact Person: Phone#: �!Y I 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 local licensing agency 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 carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be 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 workers' 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. Anew 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 bum leaves 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: Tile Commonwealth of Massachusetts Department of Industrial.A,ceidcztts Office of Investigations 600 Washington Street Boston.,MA 02111 Tel,#617-727-4900 oxt 406 or 1-877 MASS.AFE Revised 5-26-05 Fax##617-727-7749 www.mass,gov/dia J ' f% PLUMBERS AND t,ASFITTE.RS LICENSED AS A JOU f,—kEYMAN PLUMBER II` ISSUES Tilt"AsoVE LICENSE TO: I THOMAS :S.'FARHADIAN e 415 MAIN ST , EAD�i HAMPST �NH _03641-2073�:� !' 19420 05/01/14 163615 .r._ Date. .3 '. M TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ,SSACMUS� This certifies that . . Jam" �.�'� !�.r. . . r".��M .5 .. . . . . . . . . . . . . . has permission to perform . . lUe w (� �`� `(, . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . /t�. . . .!v.F. . . . . . . . . . . . . North Andover, Mass. Fee. . . .Lic. No..M.�.� � .1 . . . : .�1 0 Z.Z !. .rte Ak (z4 PLUMBING INSPICTOR 7 Check # 5 : 63 �i +Y 7� MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBIN (Type or print) NORTH ANDOVER,MASSACHUSETTS QC ' �} Date Building Location I OlersName Permit# 7 Amount �� z5Typev f Occupancy New Renovation Replacement Plans Submitted Yes No FIXTURES Crw c z 0 Cno AR1M BASEVINr b 20 WM M>E 4MHfM 5M Hi" 6M If M 7MBOOR sMHJD u 4+7 (Print or type) Check one: / Certificate Installing Company Name C_ EF-eorp. Address L0 Partner. . Business Telephone FirmVo. r Name of Licensed Plumber: Insurance Coverage: Indicate the type of insu ce coverage by checking the appropriate box: Liability insurance policy �J Other type of indemnity Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner nt I hereby certify that all of the details and information I have submitted(o e )in above application are true and accurate to the best of my knowledge and that all plumbing work and installations under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts ode and Chapter 142 of the General Laws. BY Signature oTTI-77-7-777=1377 Type of lumbing License Title City/Town tce se MMDer Master Ek—imrneyman 11 r APPROVED(OFFICE USE ONLY z a g: �i Y N Date................................... TOWN OF NORTH ANDOVER PERMIT FOR WIRING SS CHUS �, �� .. This certifies that ..,., has permission to perform ........... .....S..;d4p ........... /* .... ..W wiring in the building of.... ....e............ ................Xf, ........................ ....... ........... op at. JA.�r:;,Zfh Andover,Mass. Fee..r✓...'.11.10.... Lic.Nollw�............................................................... ELECTRICAL INSPECTOR Check # S19- 9 Commonwealth of Massachusetts �� Official Use (n�l Permit No. D " Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTIO REGULATI NS [Rev. 11/99] leave blank APPLICATION FOR PERMI TO P FORM ELECTRICAL WORK All work to be performed in accurciance will the MassaAusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN LVK OP TYPE ALL I riJFOR VA ION) Date: 4/6/2004 City or Town of: North AndoIr Af To the Inspector of Wires: By this application the Undersigned gives none of his or h i 'ention to perform the electrical work described below. Location(Street&Number) 194 Amberville Road (lot 73) Owner or Tenant Pulte Horne Corp Tele one No. 508-787-0002 Owner's Address 205 Hallene Road, Suite 211, Warwick, RI 02886 Is this permit in conjunction with a building permit? Yes ❑ No ❑✓ (Check Appropriate Box) Purpose of Building residential Utility Authorization No. Existing Service_ _ Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / _Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Worlc: see below Completion o the following table may be waived by the Inspector of Wires. No.of Recessed Fixhu-es No.oi'Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA AboveIn- o.o mergency , ig mg No.of Lighting Fixtures - Swimming Pool••rnd. ❑ rnd. ❑ Battery Units No.of Receptacle Outlets No. of Oil Btwiiers FIRE ALARMS I No.of Zones No.of Switches No, c f Cas Burners No.In Detection and Initiatin Devices No.of Ranges No. of Air Conc!. Tons/ No.of Alerting Devices No.of WasteDis Disposers HeaPun t tp Number Tons KW No.of Self-Contained p It otais: 1 1 1 1 Detection/Alerting Devices No.of Dishwashers S pec/,arca Hentin KW Local ❑ Municipal ❑ Other ► g Connection No.of Dryers licitin!,y Appliances KW Sec Noyof ritDevices or Equivalent No.of Water No. of No.of Data Wiring: Heaters 1.\� Sims Ballasts No.of Devices or Equivalent No.Hydromassage li a th t u bs �' f; oToti!HP Telecommunications Wiring: b _ I _ \9tors t No.of Devices or Equivalent OTHER: Security System Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waivrc ')y the owner,no permit for the performance of electrical work may issue unless the licensee provides },roof of liability insurancc 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 permit issuing office. CHECK ONE: INSUFZ;INCE P.t BONI) a OTi D:1, El (Specify:, (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspectior5 to be requested in accordance with MEC Rule t0,and upon completion. I certify,under the paras and pettttlties of f ri7ar�:, that the information on this application is true and complete. FIRM NAME: UltragUard Proicctive SY44S LIC.NO.: 1608 C Licensee: ' ' "Michael DeCosta"°' ' SigYmture LIC.NO.: (If applicable,enter 'cX,mpt"is the ricense muni, Nnc.) Bus.Tel.No.: 781-937-0555 Address: 18 N Maple Street, Woburn, MA 01801 Alt.Tel.No.: t OWNER'S INSURANCE' WA \'l?12: I ani❑w:ire :hat the Licensee does not have the liability insurance coverage normally required by law. By n y si11nature below. 1 !, r by \\:live this requirement. I am the(check one)❑ owner ❑owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ ,Q Date.. ORT!{ TOWN OF NORTH ANDOVER PERMIT FOR WIRING I' ,-aplwqw S CHUS Thiscertifies that ...... cert .............. ...................... has permission to rform � ' wiring in the building of at.... Mass. .... .. .. . . ...... Fee.. j/ .. ................................... 1A�A..!!4,)Lic.No./ a14...... ELECTRICALINSPECTOR -*heck # 519- 7 Office Use Only 'IMMa The Commonwealth of Massachusetts [jot g g ►er.lc b. Department of Public Safety Occupancy S Fee Checked HOARD OF FIRE PREIIENT1aN REGULATIONS 527 Ct,1R 1 3/90 (ie, . blink) APPLICATION FOR PERM I TO /RAM ELECTRIOAL WORK All work to be performed In accordant witthElectrical Code, SZ)CMR 12:00 (PLE.ASE PRINT IN 7NR OR TYPE aTS. I Rti�TDate City or TOWIl of To the Inspector of Wires: The undersi ed a lies fora ermittoftn Pp p perform theWork described below. Location (Street & Number) Owner or Tenant f c k Owner's Addresses (} ( I(i;eft [1 �,Ey YCk l C e� `' Is this permit in conjunction with a building permit: Yes � No ❑ (Check Appropriate Box) Purpose of Building 1LI ew li apnIP Utility Authorization No, 'L - C\g ]Existing Service Amps / Volts Ove- ead ❑ Undgrd❑ No. of Pieter. New Serricc 2 -6 v A+++Ps ;a ( 'a q�'�_Vo1L's Overhead ❑ Undgrd No. of !'.eters j Number of Feeders and Ampacity ALr- location and Nature of Proposed Electrical Work +---JE' No. of Lighting Outlets No. of Hot TubsNo. of Transformers Total No, of Lighting Fixtures Swimming Pool Above❑ In- 1:1grnd. grnd. Generators 1:V•L No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units PIo. of Switch Outlets No. of Gas Burners FIRE ALA.R.`tS No. of Zonea No. of Ranges No. of Alr Co.nd. Total No. of Detection and tans Initiating Devices No. of Disposals Nu. of Ileal Total. Total Pumps Ljs, Ku No. of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local❑ Municipal [] Other Connection No. of Water Heaters 5i,nsf Ballasts Lowing Voltage No. Hydro Massage Tubs No. of Motors Total IIP OTHER: INSURANCE COVERAGE: • Pursuant to the requirements of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial 1, equivalent. YES ( NO 0 I have submitted valid proof of same to this office. YES EK NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE ®. BOND ❑ OTHER❑ (Please Specify)--- / ( Expiration- ate Estimated Value of Electrical Work S S ` ` Ct It Work to Start Inspection Date Required: Rough Final Signed under the penalties of perjury: FIRM NAME �/R' r <, �� - LIC. N0, 1< Licensee n C �'1f�t`+� <'hGA�'1 � Signature _ LIC. NO. Address�`�� cS��C� Bus. Tel. No. (�� ' f; 3j Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does n t have the Insurance coverage or [s sub- stantial dquivalent as required by riassachusetts General Law , and that my signature on this permit application waives this requirement. Owner Agent (P ase check one) ? E C6 T-Ia hnna t7n. PERMIT FEE $ 4- '� Location i• No. Date NORTH TOWN OF NORTH ANDOVER C 1 y > ; : Certificate of Occupancy $ cMu9 cBuildin /Frame Permit Fee $ s•► st Foundation Permit Fee $ i Other Permit Fee $ ii TOTAL $ Q Check # D 4/ 17170 _�:_-�►-i /, Building InspeAr 49 : ! 6 AM MARCHIONDA&ASSOCIATES 781 4S8 9654 i i i AMBERVILLE ROAD ; in' L0100.93' s LOT 73A 11OD4 S.F. L=7.02' EX, FOUNDATION r TOP EL=165.97 17.3' o 'i t ?q2.� •8s. Sg FTEc�IEN M. ^ t Ja t p 0I WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCA1'ECi IFAS, i-'L?N IS INTENDED FOR ZONING AS SHOWN, THE STRUCTURE SHOWN CONFORM' ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETIRA I"; (' ; r,om ExISTING PLANS .AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. AL C), ACCOn-,;DING ti!9 TH THr: STRUCTURES SHOWN LOCATED TO THE F,E.M-A./H.U.D. FLOOD INSURANCE PATF Iv0J , BY AN INSTRUMENT SURVEY, THIS PLAN COMMUNITY PANEL NO. 250098 0015 C a SHOULD NOT BE USED FOR PROPERTY DATED 8/2/1993 THE STRUCTURE IS NOT t_OCATEIJ LINI; LIETERA4INATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD 70NE. UERTII-IED FOUNDATION PLAN I"C)REST VIEW ESTATES ! MARCHIONQA & ASS0C l ,! RTL' ANDOVER, MA ENGINEERING AND PLANNING CONSULTAN' PREPARED FOR 62 MONTVALE AVE. suITE I - OFFc1hS[ :j � NEW ENGLAND, LLC STONEHAM, MA. 02180 1' F' ANDERS ROAD (781) ase-6121 DATE fE;ORC,, KlASSACHU SETTS 01581 SCALE:1"=3U° . ... :.....r.r.•.G� Lvm.�tn9li�^N - RlEPRAR .. n.ae!:tt�!�.mrenrt-�,.^;!F},--.: f Location 16J ,,mr ,VRu(/e d�cY No. � 1 Date 'A0 01 TOWN OF NORTH ANDOVER F 9 Certificate of Occupancy $ �cHus ACHU tt� Building/Frame Permit Fee $ s Foundation Permit Fee $ �b d - Other Permit Fee $ TOTAL $ G"""" Check # ye 3 300 17122 Building Inspector "- - TOWN OF NORTH ANDOVER BUILDING DEPARTMENT YPLIt �ricTly TO CONSrliucr lirr 1�Elvouar OR DW.MOLTSH A ONE OR TWO FAMILY DWELLING ,. } 130II.'D1NG PERMIT NUMBER DATE ISSUED SIGNATURE- Buillng Com3cilissionsrlIns for Of Buikungs Date SECTION 1—SITE INFORMATION I L O 1.1 Prupat}Adcku� 1-2 Assessors Map and Parcel Number.' - lq4f. 106 C Map Number Panel Number 1.3 Ztmingluformauou: 1.4 PropectyDimmums: Ll' 10 5. C) . '�sDian�x Yr se Lot ea Fronts $ 1.6 BUILDING•SETRACKS 'ft Front Yard Side.Yard RM Yard Required Provide Required Provided Reqdred Provided LS_ Flood 2=o loemmadoa: on Sire Dispos 1.8 Sowr Olbspa�sat System 1_1F Wacac bitzL C.AA_ 33j ^A oucsida Flow zmue Q� Muoicipsl al Sysmm ❑ A- Public fPaivara ❑ SECTION 2-PROPERTY OWNEBS111P/AUTHORIM AGENT 21 Owner of Record Nsuie(YriuY) Address for Service: O l 7 76L Siguat xe TelaphWe 2-')Owner of Record: Address for Service: Siauature -- Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction SuPOvisor Not Applicable D uzc nsed Coustrue-don Supervisor. J ti,� 0 License Number angPv Arid ✓ CI,�' U'A—Ile .2` —' r° // ' �, �3 y7 Expiration Data stn Suture Telephone t4 3.2 Registered Home lmprovemcul Contractor Not Applicable 0 el elf Coinpnan},Name`---- i1 i a t Registratiou Number "" Ai 'SS* - � F, Expiration Dave 5i u sora -- Telephone I IOiV 4-WORKERS COIVLI?ENSATION(Al G.L.C 152 § 25 6) \Vorl us Compu>.-ttion hwwrawe affidavit must be complewd and submitted with this application. Failure to provide this affidavit will result i in nc�vicui:il at tfiz i�suaLLCc of iht buil a r.[-mit. ' Siptcd affidavit Anaz:hed Ycs....... No.......❑ SEC-FION 5 Iestri of Proposed Work check xll a Iic 4Lit Nett Construction LK Existing Building U Repair(s) ❑ Alterations(s) ❑ Addition ❑` r at:sort' Bldg. i 1 Demolition ❑ Othar D Specify Brief .)cscnpacui of PIoposed Work: I r - AVAS SECTION 6-EST15L4TFD CONSTRUCTION COSTS ill-in Estinuu,2d.Cost(Dollar)to bit Completed by permit applicant licant 1. Buikiul:' v� (a) Building Peimit Fee _ Cmc (�� Multi lien Electrical (b) Estimated Total Cost of p/ � 0 Construction ! l O O v f Plumbing qff6o Building Permit fee ta)X(b) 4 Met - iva1(HVAC) S, 1® • 5 l=ire Pro[ection 0 Total (1T22+3+4+5) Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN Olm,'NERS Acaw OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property 13ereb% to act on I'vh belwli_im all matters relative to i orb authorized by this building permit application. Signature oii)unef Date SECTION 7b OW NER/AUTHORIZED AGENT DECLARATION as 0tv=1Aufi=i7ed Agent of subject prupert� Hereb-,alt chue that Eliz sLSE'einants and infa miation on the foregoing application are true and accurate,to the best of lny knowledge mid belief i Print Natm� o air- oy Siunrmw of OwnzriAa& Da IN NO-OF STORIES 13_SE-h11 Nf OR SI.0 d R5e-/h eN SLIE OF FI.i)i)R UABFRS isr L T 2ND 11jV9 ILIOT 3 Sl'.L� i DI1AFNSk)NS OI'SIUS (o DIMENSIONS OF POSTS L/ lli1,11?NSli).NS O� vIRDFR. ® XAt,1- 12 E1F[Gl1T(.)F f0UNI)_M0N ' OJ O THICKNESS O SL•E 01- FOOTING NIAIT LAI.of Cil1lvNEY Clegr'en/�e- 1S 13LIIL13ING ON SOLID OR FiL.=LAND 6 �` ES 131111 1N'G CONNECTED TO NATURAL GAS LINE O • i • 4 4 i ' BE >- ROq 0 / LP• \ r 164 1 1 65x 16E I=156.5 \ O i \\ FD N TF= 16 6.0 \ co CF== 158.5 �� of BF= 157.3 i it ( / 1 � x7 �} COh 19' LOT 73A - 5 ` 11 ,004 SF , >>0 PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT 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 73A 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) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=20' DATE:11�13�03 r FORK[ - U - LOT RELEASE FORM Z INS TRUCTIONS: This forst is used to verify that all-necessary approval/permits from Boarcis and Deparanents having jurisdiction have been obtained.This does not relieve.the applicant and or landowner from compliance with any applicable requirements. ..•..................a/:rr.rsarrsaYrrY.r..a�ar rraaa.Yar.r..a.................r• _F'PLfc . �fT P�JtrP Il'td e .LCPHONE ASSESSORS :�+t.�P NUi�iBER�D 'C LOT NUMBER. SUB DIVISIONesl/ie. (�'�� LOTNUMBER STREET r rQ,WZC y-U/l`e read ....Y.. .STREET NUMBER/Y ........w..............;.r r.a•r. OFMCIAL USE ONLY a..■r a 1 a r.r r a a a a a a a a r a a r r r a.r.....r a a.. RECONIlyIENDATIONS OF TOWN AGENTS a a a.■a a r a r a a a a a a a a a a a a a.a a 2 a a 4 7 a .a not a a a a/a a DATE APPROVED ( CO SERVATION,.DhILMTRA R f 1 DATE REJECTED- r C(�Nf�'4211� 1 t eh 11N.i'kSGLI 0. L0� DATL APPROVED Z C1 To,wN �-� DATE RE]ECTCD C:�n Izv r�,vTs . DATE APPROVED FWD INSPECTOR-HEALTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR-HEALTH DATE REJECTED COIyf�tENTS PLT,UC WORKS-SEWER/WATER C TIONS -G�.3— Dl AY .x�urr 23 a y DATEAPPROVED DER-kRT-NIFNT DATE REJECTED Cot2q-m RECEIVED BY BUILDING INSPECTOR DATE i i I I } . 1 Forest View Estates Drawing Date:2-4-04 2/ 4/04 18:14 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #73 - 194 Amberville Road N. Andover, MA Drawing Date: 2-4-04 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V3610 Area per Sprinkler 208 sq ft1 Orifice:1/2 K-Factor: 5. 60 Hose Allowance Inside 0 qpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets qpm Required: 143.5 psi Required: 50. 6 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78. 0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 20 Gallons Notes: Garage Calculation tH OF 9n GA�1 3 r Forest View Estates Drawing Date:2-4-04 2/ 4/04 18: 14 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 44 25.2 psi 1 1-1/2" x 1-1/4" CPVC Reducer 2' 120 1.610 44 0.2 1 Pipe 1-1/2" 40x21 CSC 0' 120 1. 610 44 0.0 0 1-1/2" Thrd 90 Ell CI 0' 120 1. 610 44 0.0 1 1-1/2" Thrd 90 Ell CI 4' 120 1.610 44 0.4 Elevation Change 8'0" 3.5 1 1-1/2" Thrd Globe Valve CSC "F15" 0' 0 1.610 44 0.0 1 1-1/2" Fingd Back Flow Valve Watts 0' 0 1.610 44 0.0 1 1-1/2" Thrd Gate Valve Kennedy 0' 120 1.610 44 0.0 1 1-1/2" Thrd 90 Ell CI 4' 120 1. 610 44 0.4 Fixed Flow Flow Loss 100 gpm 1 Pipe 1-1/2" PVxl5 CSC 50' 150 1.602 144 21.0 Hydr Ref R1 Required at Source 144 50. 6 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 144 gpm 99.7 psi SAFETY PRESSURE 49. 1 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 50.6 psi This is a safety margin of 49.1 psi or 49 0 of Supply Maximum Water Velocity is 9.2 fps 'I Forest View Estates Drawing Date:2-4-04 2/ 4/04 1814 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4 .87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Fn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations Path #1 is from the most remote head back to the water source. Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:2-4-04 2/ 4/04 18; 14 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 21.7 1-1/4" 0 0 10110" 4.6 fps 15.0 15.0 0. 10 qpm/sq ft 1. 400" 1 0 6'0" 0.025 0.4 0.0 K= 5. 60 21.7 150 PV 0 16110" 0" 0.0 15.0 REF 13 21. 9 1-1/4" 0 0 519" 9.2 fps 15.4 PATH 2 1.400" 1 0 6'0" 0.089 1.0 K= 5.57 43. 5 150 PV 0 1119" 0" 0.0 REF B1 1-1/4" 0 0 112" 9.2 fps 16.5 1. 400" 0 0 0" 0.089 0.1 43.5 150 PV 0 112" 0" 0.0 REF B2 1-1/4" 0 0 1'l0" 9.2 fps 16. 6 1. 400" 1 0 610" 0.089 0.7 43. 5 150 PV 0 7'10" 0" 0.0 REF A3 1-1/4" 2 0 2712" 9.2 fps 17.3 1. 400" 1 0 1210" 0.089 3.5 43.5 150 PV 0 3912" 1013" 4.4 REF W 43. 5 gpm PATH 1 K= 8. 68 25.2 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO 13 HEAD 1 21. 9 1-1/4" 0 0 1'0" 4 . 6 fps 15.2 15.2 0.11 gpm/sq ft 1.400" 1 0 610" 0.025 0.2 0.0 K= 5. 60 21. 9 150 PV 0 710" 0" 0.0 15.2 REF 13 21. 9 gpm PATH 2 K= 5.57 15.4 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 50.6 psi Inside: 0 gpm SprinkCAD Lot#72- 186 Amberville Road Residual Pressure: 78.0 psi Total Flow: 144 gpm Outside: 100 gpm Tyco Fire Products N. Andover, MA Flow: 1540 gpm Safety Pressure: 49.1 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 - 100411 SUPPI 71 80 — P S t 60 - 160 gpm hose 40 -- 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:2-4-04 2/ 4/04 18:14 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #73 - 194 Amberville Road N. Andover, MA Drawing Date: 2-4-04 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard:'13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ftp 0.100 1 Make:VIC Model:V2718 Area per Sprinkler 190 sq ftl Orifice:3/8 K-Factor: 3. 50 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 119.0 psi Required: 60.9 @ Source WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: 1 Well Elevation 0" I Model: Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 20 Gallons Notes: Single Head Calculation m Forest View Estates Drawing Date:2-4-04 2/ 4/04 18:14 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 19 42.4 psi 1 1-1/2" x 1-1/4" CPVC Reducer 2' 120 1. 610 19 0.0 1 Pipe 1-1/2" 40x21 CSC 0' 120 1. 610 19 0.0 0 1-1/2" Thrd 90 Ell CI 0' 120 1. 610 19 0.0 1 1-1/2" Thrd 90 Ell CI 4' 120 1. 610 19 0.1 Elevation Change 8'0" 3.5 1 1-1/2" Thrd Globe Valve CSC "F15" 0' 0 1. 610 19 0.0 1 1-1/2" Fingd Back Flow Valve Watts 0' 0 1. 610 19 0.0 1 1-1/2" Thrd Gate Valve Kennedy 0' 120 1. 610 19 0.0 1 1-1/2" Thrd 90 Ell CI 4' 120 1. 610 19 0.1 Fixed Flow Flow Loss 100 gpm 1 Pipe 1-1/2" PVx15 CSC 50' 150 1. 602 119 14 .8 Hydr Ref R1 Required at Source 119 60. 9 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 119 gpm 99. 8 psi SAFETY PRESSURE 38. 9 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 60. 9 psi This is a safety margin of 38.9 psi or 39 of Supply Maximum Water Velocity is 7.1 fps e Forest View Estates Drawing Date:2-4-04 2/ 4/04 18:15 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Fn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:2-4-04 2/ 4/04 18:15 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 19.0 1" 1 0 11'8" 6.4 fps 29.5 29.5 0. 10 gpm/sq ft 1.109" 0 0 2'0" 0.090 1.2 0.0 K= 3. 50 19.0 120 PV 0 13'8" 1116" 5.0 29.5 REF 11 1" 1 0 3" 7.1 fps 35.7 1.049" 0 0 210" 0.118 0.3 19.0 120 40 0 213" 3" 0.1 REF 10 1" 0 0 2'7" 6.4 fps 36.1 1.109" 1 0 510" 0.090 0.7 19.0 120 PV 0 717" 0" 0.0 REF Al 1-1/4" 0 0 13'0" 4.0 fps 36.8 1.400" 0 0 0" 0.019 0.2 19.0 150 PV 0 1310" 0" 0.0 REF A2 1-1/4" 0 0 117" 4.0 fps 37.0 1.400" 1 0 610" 0.019 0.1 19.0 150 PV 0 717" 0" 0.0 REF A3 1-1/4" 2 0 2712" 4.0 fps 37.2 1.400" 1 0 1210" 0.019 0.8 19.0 150 PV 0 3912" 10'3" 4.4 REF W 19.0 gpm PATH 1 K= 2. 92 42.4 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 60.9 psi Inside: 0 gpm SprinkCAD Lot#72 - 186 Amberville Road Residual Pressure: 78.0 psi Total Flow: 119 gpm Outside: 100 gpm Tyco Fire Products N. Andover, MA Flow: 1540 gpm Safety Pressure: 38.9 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#65 140 120 MAP Suppl TT 80 P S 1 cn 100 gpm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) L I Forest View Estates Drawing Date:2-4-04 2/ 4/04 18:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot 473 - 194 Amberville Road N. Andover, MA Drawing Date: 2-4-04 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:VIC Model:V2718 Area per Sprinkler 185 sq ft1 Orifice:3/8 K-Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 156.6 psi Required: 78.1 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: I Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 20 Gallons Notes: Multiple Head Calculation -Ili OF CM .j t Forest View Estates Drawing Date:2-4-04 2/ 4/04 18: 16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 57 48.4 psi 1 1-1/2" x 1-1/4" CPVC Reducer 2' 120 1. 610 57 0.3 1 Pipe 1-1/2" 40x21 CSC 0' 120 1. 610 57 0.0 0 1-1/2" Thrd 90 Ell CI 0' 120 1. 610 57 0.0 1 1-1/2" Thrd 90 Ell CI 4 ' 120 1. 610 57 0. 6 Elevation Change 810" 3. 5 1 1-1/2" Thrd Globe Valve CSC "F15" 0' 0 1. 610 57 0.0 1 1-1/2" Fingd Back Flow Valve Watts 0' 0 1. 610 57 0.0 1 1-1/2" Thrd Gate Valve Kennedy 0' 120 1. 610 57 0.0 1 1-1/2" Thrd 90 Ell CI 4 ' 120 1. 610 57 0. 6 Fixed Flow Flow Loss 100 gpm 1 Pipe 1-1/2" PVx15 CSC 50' 150 1. 602 157 24 .7 Hydr Ref Rl Required at Source 157 78. 1 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 157 gpm 99.7 psi SAFETY PRESSURE 21. 6 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 78.1 psi This is a safety margin of 21.6 psi or 22 0 of Supply Maximum Water Velocity is 12.5 fps Forest View Estates Drawing Date:2-4-04 2/ 4/04 18: 16 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe 4 FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:2-4-04 2/ 4/04 18: 16 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 9C 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) HEAD 5 18 .5 1" 3 0 2016" 6.2 fps 27. 9 27.9 0.10 gpm/sq ft 1. 109" 0 0 6'0" 0.086 2.3 0.0 K= 3.50 18.5 120 PV 0 2616" 1119" 5. 1 27. 9 REF 12 18.7 1" 0 0 2'9" 12.5 fps 35.3 PATH 2 1. 109" 1 0 510" 0.313 2. 4 K= 3.15 37.2 120 PV 0 719" 0" 0. 0 REF A2 1-1/4" 0 0 117" 7.8 fps 37.7 1.400" 1 0 610" 0.067 0.5 37.2 150 PV 0 717" 0" 0.0 REF A3 19.4 1-1/4" 2 0 2712" 11.9 fps 38 .2 PATH 3 1.400" 1 0 12'0" 0.145 5.7 K= 3.14 56.6 150 PV 0 3912" 10'3" 4. 4 REF W 56. 6 gpm PATH 1 K= 8. 14 48. 4 psi I PATH 2 FROM HYDRAULIC REFERENCE 6 TO 12 HEAD 6 18.7 1" 1 0 11'11" 6.3 fps 28 . 6 28.6 0.10 gpm/sq ft 1. 109" 1 0 71011 0.088 1.7 C.0 K= 3.50 18.7 120 PV 0 18'11" 1119" 5. 1 28. 6 REF 12 18.7 qpm PATH 2 K= 3. 15 35.3 psi PATH 3 FROM HYDRAULIC REFERENCE 4 TO A3 HEAD 4 19.4 111 2 0 12110" 6.5 fps 30.7 30.7 0.10 gpm/sq ft 1.109" 1 0 91011 0.094 2.1 0.0 K= 3.50 19.4 120 PV 0 21110" 11'9" 5.1 30.7 REF 14 1-1/4" 0 0 2111" 4. 1 fps 37.9 1. 400" 1 0 610" 0.020 0.2 19.4 150 PV 0 8111" 011 0.0 CONTINUED 38.1 psi Forest View Estates Drawing Date:2-4-04 2/ 4/04 18: 16 REMOTE AREA 43 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 4 TO A3 CONTINUED REF B2 1-1/4" 0 0 1110" 4. 1 fps 38. 1 1.400" 1 0 610" 0.020 0.2 19.4 150 PV 0 7110" 0" 0.0 REF A3 19.4 gpm PATH 3 K= 3.14 38.2 psi II Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 78.1 psi Inside: 0 gpm SprinkCAD Lot#72 - 186 Amberville Road Residual Pressure: 78.0 psi Total Flow: 157 gpm Outside: 100 gpm Tyco Fire Products N. Andover, MA Flow: 1540 gpm Safety Pressure: 21.6 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 10 Suppl 80 F 100 gpm hose S I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) ,;.grow-xn Management Bylaw Exemption Statement Irl &-Qrt'l'And-QVer Building Dldpartmant uizw u usua ua t tris Huaang Odspa=+ani in thea r dntarmination of axemptians under sac•Jan 9.7.6 of the ati�a:a64'arm.snaa.:ar aeQvaa wAna4wnant Sylaw. Tho buildinrq-applicant shalt�tavide all or the necessary lniarmation �rt-e�:at`rsp�Rtt+�rlt an 6uilCing Permit(b�lacnr.) Address`of RrQpercp (nr.Aermit(below) el {t;ttrl.latrrri: P rpcs�Qpticatian(chtat~k below)+ �� tTtta r of.A�icarlt: Singia Family _TWQ Family Ut rs+l# appltcactt f+3r e e,propwTy attest that the azached building permit for which this �Qrrtt 4 rlav*WvAd does QQmpiy with the I±(ZMF'i't,OM§i4dQn 8.7.6 of the North Andover Growth wadatxtand pmviaq this farm does cwt absolve mo Qr any patty to this permit rte r'agum tnenzs ofcbtaining Dater permits re, aired prlorto the issuares.of the 9utlding ParrFtit, ;;UNjW,r#Un4arA�nC that my InTArpratation ofith,4 6.IEIMPTION status is subiocr to review by Ute 6uildding u emu avd is Gray aurally a=spted when that Building Permit is issued. 4j,a afmo Nor4t Andover Growth 9yiaw the above lot and this work as applied for on the iWave 4c4 in the twiading permit application and asa4cia#ad attachments.campliss with one or mQro of the rQ a indurated by a-c het*metric. ri�aiattrtg; . TW*is au rpprirtion far a ouitding pwmit far the enlargement.re#toradaa,or reronatrucaen of a dwailing in t st ttw sf wm ooze of this by4aw,provided hut no adawanal residential unit is Created. trw ku(,s}#nota,,"Cr"we lariat to May t, 1998 ata exempt(toric this pravisians of this U=Qn S.T of the laming Thus,appdo;,tlaas is tar otr"4i unite for ivrr anwgr maaarata income familiea ar Individuals,where all of tha oon"Mi t;. AG":r+t Met ar4lof or"a tcs Cwowng units taf snnittr,rasidents,where occupant f of the units Is Zq'sentee porsana tprauglt a p QW4""Ut"and fVAr4ed deed rsstriaiatt running with the land. For p rxf ttia Swalan*X+tawe attaal mean tpqMrss aster the agtt of$6. r iicutcr,is a pAti.of a�aYelapmetit prgj,e% which valuntadly agreed to a minimum alba peanaruant ; refit tCctsttt in 4r►nsuy,.(t wWaate WA).tial w thy,danstiyr.(bulidabla iQts),ptrtnittaid un4cr�Qning and feasible given tea «rr� arutawaans of the ka4t,ritth the WAMIWa U4 4r;ual tc at-3e451:tin bulldtabtm acres and pormanentty , :�Apert epees artdiorlart3alattd.Thtr land to het preserved ahall4e pratgctad.frtrct development by an Frttaetvatinrt tk"Uisuan.t cnasetv*dQn aeatfiCt QA 4edicatlim to the Tawe,or other similar-meMsalsm aApro by UU i-coarct Q t'want Ulzt#tilt erMM its pratectian. Th4-gj4au to en rspreasrtu a tract of land axiaUand net W 4y a gevelapar In caamman ownership with an 3sj set psi an ate ertsctive sats of this Sedan e, scall reaarve A ane-dine exemption from the Planned torowm Raw andlcipmsnt ScnsdWing praviataas f e the ptuRase of conMUuCing ante single fartuly dwelling unit OW the ;aarr.:i. '('hire appuQaUGn rsprausa=a let WAiGn is 1"QX for twflding pormits,(r,.e,all athar permiia(ram all other Iac,Ards and Za�13AW iZesn ractrived Aad taut Mi"t is in aarmpilatu a with chow permits) and the Cevtslapmant 961199th a, nQg Agp&M isa=g 4 4uuding ne nit In trtat Year,nn+t Iwlidins pormIt will 6 Issued per Year per taVoWimau wad,aQgy tuns as the cavetaatttem Sch*dAAW ucarnmQ outs Luuing t3"Q9 pttmits. Appllaant mwt y; vrd tarot U wit!'!!tris E!c�MPTi4M, ... .. ri: t pmvide any and all iniormaticn Oat would asaist the building Deparp'nent in making a determination, tri -aplaitatian is ailay.sd ane ar rears of the ab4v19 t?XleiidPTl NS. signing 04io ti l 3u4st to Lne a"WFAcyr of mo information proviuiad and that the aaachcd building permit is l.�+nct1 an ZUE-I PTIOrt as siail above. Ful Cher t understand that the submittal of misleading and or na;c:u,�+a int (ion. or the checking off of an abava it which does nQt comply,whether clan#to my yrauna"for t1153t by the repartment t0 issue a Building Permit. r ff ' c �` l Sl.,;u xis nr ,..ner ar'umeraaiQ Aganr a 41'§V1Cqf Ene Cnadullatrt'Kmut Date h s farm muni ba a=triad w int Building Permit upon application far such parmiL a ✓ild �LYJGYICCI/(.li2[l(. L it JJG".CIZiLJGt[t1 BOARD OF BUILDING REGULATIONS YSr,' 7,_, License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03J02/19b2 Expires: 03102/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON ��--/- 222 SEAMES DR MANCHESTER, NH 03103 Administrator d BUILDING DEPARTlV.(ENT I DEBRIS DISPOSAL FORtvf In accordance�virh rhe provisions of MGL c 40 S 54,a condition of Building Pe Is rhsr the dzbris resulting form this work sha11 be o nmt Number dinned by tiiGL c 11, S 150A disposed of in a properly licensed SOW' wasce disposal facuiry as The 1--bris'11,11 be disposed of in: .07 Location of Facili Signature of Permit A tic PP srrr .. Dare I NOTE: I?emoliaon Pcrnii from the Towu of North Andover the Building�Zxctor must be obtained for this project tbrou gtr rhe Office of .�... . � u.,r , .,.,• :•,v JJI J1VV .tun 1.a LUUU 1,2:t)4 P. 19 ._....__ � IIII The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workars'Compensation lnsurdnca Affidavit Please Print c its _ Phone ---1 am a homeowner ptaonning all wrork myself. �]l am a sola proprietor and have no one rrorking in any capacity ; I am an employer piovidinQ vrorkem'camaensat[on for my employees working on this job. I?c�• GI�rE Cit : Soa rty!v' CJ % Phgal S�U - ' vZ ;2SY Insurance Co. �:�L <° -/u �S /1v91 do Policy# C • i l t7laany_ngrne: ��dte�s City: Pmt Qne#' Incur-ince Co. - _ Poi Failur.lo secure cQmn4c as required under SeWon 25A or MGL 152 can lead to IN Impo Mon d crAinal.penaign of:a One up to 1.500.W asar'orant}eta`impdacamant as welt as civil penaRias in the(arm of a STOP WORK ORDER and a Qne of(5100.00)a day apvinst rano. I .,naarsttvoct;tnat a copy at th>a stwernrnt rt�0y be(e(vrarved to the OMea d imesagetrons of tna CIA for coverage 4artt CWon. Jo nervy cx*ury urctar the pains ana penatdes taf perjury utas the#JrW rrrrdan pravadmd ahuw is Ove and CQMM(. Signatura Data print Warne Phone# O iwl usz aaiy do not write in(his area to be completed by city or town official' ❑ Building i Otpt ❑Chscy: isBuilding Dept Q Ucoasiag Board Vt Setd. in`S Office :::tet ,sori Phen� Q Health ONepartment O Diher• Y i]n'.ti.tirv�,•S cUniP£Y'S�'/70n - - . ,W` Lau+'Jot 31081 13034798572; NOV-4-03 1 :21PM; Pago��/3 P.M fir THIS CERTIFICATE IS ISSUED AS,A MATTER OF INFORMATION SOIlThP 'd 141 48015 ALTER IHE COVERAGE AFFORDED. BY THE POLICIES SELON. , COMPANY Liberty mutual Fire ins co 10 5 14 COWANY r!!!'!:1�;TO T'IFY TRATTHE POUCIES OF INSURANCE LISTED BELOW MAVS IaEEN ISSLIED.TO THE INSU90 NAMED ABOVE FOR TK5 POLICY PERIOD,'I 11,11�u;Art TWITHSrANDINOMY RIFOUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OT14ER DOCUMENTWITH RESPECT TOWNICH THIS a ISSUED OR MAY PERTAIN,ThE INSURANCE AFFORDED BY THE POLICIES 09SCRIMED NERON IS SUBJECT 70 ALL THE 1CRA46. )I,1fIES_LIMITS SHOWN APEN RFQUQ-M-BY MQ GENERAL ACrItt-GATF PRODUCTS COW10PATAG. �AADF OCCUR FArH ACCIDENT AGGREGAT rry EACH o(7;�wtrrr AP E:L DISEA=POLCY LIMIT c. RE RL"Idt1�1111"Apf Construction in T e"W'OP Nor TOW ;h A,doVer, MA-All sites. Waiver of Subrogation applie5 tor the � � � ~ � | | ' | | � /^m` | | ~`" Put MAL SHAI � . 140 r .1 Andover. MA 01S45 U$A! OF AW I(ND UPON 144F A it � 8� � Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC. REScheckSoftware Version 3.5 Release Ib Data filename:F:\files\CST\SHARE\MecCheck\ModelEnergyCode\MASCHECK\Lot 73fv.rck TITLE:Lot#73 Carlton II Elevation# 1 CITY:North Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE: Single Family DATE: 12/03/03 PROJECT INFORMATION: Forest View, North Andover,MA. COMPANY INFORMATION: Pulte Homes of NE LLC NOTES: Customer purchased elevation# 1 and R-15 wall insulation. COMPLIANCE:Passes Maximum UA=391 Your Home UA=347 11.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 952 38.0 0.0 29 Ceiling 2:Flat Ceiling-or Scissor Truss 44 38.0 0.0 1 Wall l:Wood Frame, 16"o.c. 522 15.0 0.0 40 Wall 2:Wood Frame, 16"o.c. 522 15.0 0.0 40 Wall 3:Wood Frame, 16"o.c. 612 15.0 0.0 47 Wall 4: Wood Frame, 16"o.c. 100 15.0 0.0 8 Wall 5: Wood Frame, 16"o.c. 100 15.0 0.0 8 Wall 6:Wood Frame, 16"o.c. 612 15.0 0.0 21 Window:2852-3:Vinyl Frame,Double Pane with Low-E 87 0.340 29 Window: 1936-2 casement: Vinyl Frame,Double Pane with Low-E 14 0.310 4 Window:2852:Vinyl Frame,Double Pane with Low-E 87 0.340 29 Window:6-0x6-8 slider: Vinyl Frame,Double Pane with Low-E 39 0.300 12 Window:2852-2:Vinyl Frame,Double Pane with Low-E 28 0.340 10 Window:2862:Vinyl Frame,Double Pane with Low-E 34 0.340 12 2-8x6-8_service door: Solid 18 0.180 3 Door:3-Oz6-8 w/2 sidelights: Solid 33 0.280 9 637 .21.0 0.0 28 Floor'l:All-Wold Joist/Truss,Over Unconditioned Space 247 21.0 0.0 11 Floor 2:All-Woad Joist/Truss,Over Unconditioned Space 21.0 0.0 1 32 'Floor 3:All-Wood Joist/Truss,Over Unconditioned Space 32 30.0 0.0 5 Floor 4:All-Woad Joist/Truss,Over Unconditioned Space Furnace 1:Forced Hot Air,81 AFUE th ding COMPLIANCE STATEMENT: The proposed building designThdescribed a srohosed building has b enldesilgnedlto meet lihe�1995MEC specifications, and other calculations submitted with the permit application. proposed requirements in RES checkVersion 3.5 Release lb (formerly MEC chec,�and to comply with the mandatory requirements listed in the RES checkluspection Checklist. Date l s 3 Builder/Design8r—L 4&1�� I Area Calculator: Add to Window Unit Total Comments/ AssemblyType Quantic Width x Height = U-Factor SHGC Description Library Name YP y Area Area P 1 2852-3 Vinyl Frame,Dou 2 8'-3" 5'-3" 43.31 86.62 ft2 0.340 Superseal Low E Argon 2 1936-2 casement Vinyl Frame,Dou 1 3'-11" 3'-7" 14.03 14.03 ft2 0.310 Superseal Low E Argon 3 2852 Vinyl Frame,Dou 6 2'-9" 5'-3" 14.44 86.64 ft2 0.340 Su erseal Law E Argon 4 6-0x6 8 slider Vinyl Frame, Dou 1 5'-11" 6'-7" 38.951 38.95 ft2 0.300 Superseal Low E Argon 5 2852-2 Vin I Frame,Dou 1 5'-5" 5'-3" 28.44 28.44 ft2 0.340 Superseal Low E Argon 6 2862 Vinyl Frame,Dou 2 2'-9" 6'-3" 17.191 34.38 ft2 0.340 Superseal Low E Argon 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Window Area Total:289.06 1/1 12/03/03 09:51:05 Area Calculator: Add to Door Unit Total Comments/ Assembly Type Quantity Width x Height = Area Area U-Factor SHGC Description Library Name 1 2-8x6-8 service door Solid 1 2'-8" 6'-8" 17.78 17.78 f12 0.180 Garage Service Door 2 3-0x6-8 w/2 sidelights Solid 1 5'-0" 6'-8" 33.33 33.33 ft2 0.280 Front'Entry w/2 Sidelights 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Door Area Total: 51.11 12/03/03 09:51:06 1/1 Area Calculator: Assembly Type Width x Length = Gross Area Comments/Description 1 Flat Ceiling or Scissor Truss 34'-0" 28'-0" 952.00 ft2 second floor ceiling area 2 Flat Ceiling or Scissor Truss 2'-0" 22'-0" 44.00 ft2 second floor ceiling area 3 4 5 6 7 8 T- 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Ceiling Area Total: 996.00 12/03/03 09:51:06 1/1 Arca Calculator; Assembly Type Length x Height = Gross Area Comments/Description 1 Wood Frame, 16"o.c. 29'-0" 18'-0" 522.00 ft2 right elev. 2 Wood Frame, 16"o.c. 29'-0" 18'-0" 522.00 ft2 left elev. 3 Wood Frame, 16"o.c. 34'-0" 18'-0" 612.00 ft2 rear elev. 4 Wood Frame, 16"o.c. 10'-0" 10'-0" 100.00 ft2 rear elev. 5 Wood Frame, 16"o.c. 10'-0" 10'-0" 100.00 ft2 front elev. 6 Wood Frame, 16"o.c. 34'-0" 18'-0" 612.00 ft2 front elev. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Exterior Wall Area Total:2468.00 12/03/03 09:51:06 1/1 Area Calculator: Assembly Type Width x Length = Gross Area Comments/Description 1 All-Wood Joist/Truss,Over Unconditioned Space 26'-0" 24'-6" 637.00 ft2 floor area over basement 2 All-Wood Joist/Truss,Over Unconditioned Space 19'-0" 13'-0" 247.00 ft2 floor area over basement 3 All-Wood Joist/Truss, Over Unconditioned Space 2'-6" 13'-0" 32.50 ft2 floor area over basement 4 All-Wood Joist/Truss, Over Unconditioned Space 9'-6" 15'-0" 142.50 ft2 floor area over garage 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Floor Area Total: 1059.00 12/03/03 09:51:06 1/1 6. 2,104 ` 1 A7PP cu PULTE rmK& o �unNaunt: M NU, b1841W(U3 N0. 836 P. 2P, 02 LAW orPxcZor MARK R. JOHNSON 12{Usmut ft+eet _ Andover,Massachusetts 01810.3706 (978)475-0488 Telecopicr: (078)47$-6703 !e SON SMA,NH,DC) kATFrRYN M.MORA( NNELL (MA.NH,Rt) LWNN6 CR�TAL�iA OIt] VSTEIIJ (MA,MB) JOAN B. I)UJT 1. G. PU,BLONC (MA) MrCMLS G.JOtJI[ AS October 14,200,3 '14'.Justin Woods Town Planning North Andover Planning Department 1-7 Charles Street zrth Andover,MA 01845 U: Forest View Estates, North Andover C)oar Mr. Woods, Enclosed please End a Certified True Copy of the Coufirmatmy Form J Lot kelease to include Lots 73A and 74A on Platt 13141 bad'Uts 192 201 21 amd 22 on Plan. 13362 which was duly recorded at the Lawre='Registry ofOeeds on October 14, iC►03 as Instrument No. 60489. The vritina!registry receipt is also incju&d with the. t:ocumcnt, Should you have any questions,please do not Wit ata to Call. Very wily yours, LAW OFFICE OF MARK B.IOMgSON �J1 eons , Paralegal :1;;losures _ Reid Blute,Pulte :rtia noOataV�o�-Cacs�°ulta Homa a Pltu Engl�ay lLC'-0Dd�,g FmC.tVi�.$�eoA4 g9Ad RUitl�WooCi1�-i�K41000 i 2004 1 :07P 4 �'�`PULTE A S JOHNSON hAx' �o[ 87d4'fa�F03 N0. 836' P. 3�r..03 . .::�: 1,. •1 '.Y�rJL41'IF1�f/r'hKr?[�Mr+�M9rf9C[Bib'ECT.NM/�YiJF ,�p,�� ''y„r, �J ivy;;;;. r v =', .�i,?Gf.',f1•e 1•rfy a• '7 ,, n 5 �r ••'d Yrt,� S �` syr �1 [ 1 I" .+,r••Yn. ,- , if"x'�EO L` L�2 5 '1 •6 .• .RLS :INjt4a1 y Lr �i; r - 5' %��,"•I,: -1'4'. ` Y r+p4:5,rS' af• rl "[ � y'r• •g4 :1..rt{'/': �{,, .�'3 5+ �e t Y ,+',: 'Q;nl�,a"9r..{J3{ir,7�i•3':� 'R{ , C+� ;. � ,• '�i, }.�Ct15\3'N f\ 'L�- + ��r+•�rf+l�•-•�'• SS .,(rr�2�rr?4ZF �.1� r ( /' ',. r t In!�}�r� r. K� •r � Q-' � a,.•'r�l�� •y1�A�t+{� ,t7W><i f'�.�-y�4�p ;' p•[�•,,,�y+,• �r r � �•7�� ,' j 'i • ON 4F. W- 1 lY.t :..: ,.�..ly,,>,{' ,. [ •�iViL.}'N ti��,1 S rytr,S' �1; )��.'Sr ... +_`i f+ �•„ - 3,'�c !• �+•rYq'r •-'�r•':t ��,' �.'�{'1 q�uy'i r- .,i;,. 3� y4e rtG;t.lnl� t, t♦�` .t 6� •�ah Jx .;•SH,.-+5•..•• i/Ji � �, J .lfp t` '� ! �! YIN � 571 �ft .r� {i.a• c. +'.rfJ�t.r +i.g',.:• �w` Y71- fr'• : '{ i•'zy �.[ �. •.t.�fir_:iy.'J v4y!!.id )sa „ _''A:1�'^ ,:; y � �., ••,!lf}f..: .a�G'"4•,'��t}i[�te 4` `,,. �y+. '•"J�1 M; '� r'�1+,��z� �ti r iy � .:• ,��_ ,.e�36•i%?t:••ff� ,ilJ' ) 51' . )A ,e' 'C +41�'ii j,} I•14;, ' J -Iy I 5! '1 '•+tTl�,,yP1xT^..S'i•. r��'�k {�•L'.,��',', :. � '4. •IV � •� + ,f ,,�ri'1 4 a;. '.,� liVy`� :15 n-y'. ,' ,k 5�� M Jrb iit;. •I,M( 1 - . 5 ,1 ' {111�(�,cI ING 7 -ti :'�•'.r,C. .� '•. •i i6 r'�` ! , !i�.�,ia['4 F�'�.t�,xa71S'�` +)I .r•,'i.,Y'•'�^�45,' �: { Ipt m��?' 2,��71��,�,��, Y�I(g1 -.•t� ,tir� }' . .'7r•37� n A�.Sr' . M . ��a•1•;4=. AES41'lf',�-Pi _.`1`:: �r�,.�'..+. .�iY'rg(�R�� ' 1 tZ� '" �`^j- r'•,. ',h{p�J,eyt-yr,::•h�!?1•".t r ,N,i,;'8;;{`�{7�7 Lx{.l-.�.• t til : J,,`A•..+,gA! r r ' ::I'';�4,.;,+^)��''� tiny. ! r'�•�'�rr .• �'1� 1!'•{� r 1 rpyr, ` 1 a X11 k" �• y r^? • i r >,V `'��yt' ,=1 t,,�;lX,';�`� T �y�'r7rtc�':•.- '' � ''�pry.��,[aEnlr� ::,Nle, ',7i: ty :"tWr�, ,' •{�„✓•�- •XR�7r •r`' i , !, 1'. 2004 1 ;09PM'� c'PULTEr ruucr� rs �utt�►au�' MX ��U. 8[dVtb�lUcNO 836 P. 4 P 04' CMMIVZID''TRUE Copy r CONFMMATORY FORM x LOT RELEASE - Rec 10/34/03 @:12:20 p� The undersigned, being a majority ofthe Planaiog Board of the.T of North so4Bg .Andover, Massachusetts,hereby om ify that: a. The requirements for the construction of ways and municipal services called for the Performance Bond or Surety and dated March 4, 2003 and/or by the Covenant dated November 9, 1998.jmd reeordeft District Deeds; Book 5247, Page 76; or registered in N/A Land Regis trY District as Document No. N/A and noted on Certificate of Title No. N/A in Registration Book N/A,page N/A; has been completed/partially completed, to the safisfacrion of the P1anning Bosrd to e uately serve the enumerated lots shown on the.follow&Flans; Lots 67A, 68A, 69A, 70A, 71.A, 72A, 73A a4d 74A as shown on a plan of land entitled "Plan of Land,Forest View Estates,North Andover, MA, Prepared r $,Pulte Hone Corp. of New Englwid, 257 Turnpike Road, Southborough, ,�IassachuseM 01772", drawn by Marchionda&Associates,L.P.,dated Apri114, 2000, Scale 1"1=40', Recorded with tine Essen N_nrth District Registry of Deeds as Plan Number 13761; and Lots 19, 20, 21,,22, 23, 24, 25, 26, 27 and 28'as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision,Route ° 1141SaleYn Turnpike, North Andover, Mas usetw,prepared for Mesiti Development Corporation, l 1 Old Boston Roaad,'Te +kabury, Massachusetts 1876 by MHF Design Consultants,Los Map Scale 1"=600',Tax Map Composite Scale" 1"=200',dated September 22, I997, revised through 11/3/98, and recorded with the Essex North District Registryof DBeds as Plan'Number 1.3362 and as affected by corrective Plan Recorded as Playa Number 13727, _iu( ,,aid lots are hereby released frorn the restriction as to sale and building specified thereon. 71.'Lots designated on said Plans which are the subject.of this Lot Release are as . -mows: (Lot Number(s) and street(s)) Lots 67A, 68A, 69A, 70A, 71A, 72A, 733A and 74A as shown on a plan of land entitled "Plan, of Land,Forest View Estates;Nort1.h Andover,MA,Prepared 'c;.lte.Home Corp. of New England, 257 Tuinpike'Road, Southborough, ., :��chusetts 01772", drawn by Ma=WWda 8r;Associates,LY., dated April 14, i, ., w.DaeslPUf lE.fil lfresc Viewlpazm]-confUMMOy Let Rolcua.409 U "4%. '6. 2004F 1 ;09-PM8.PM PULTEHARK 8 JOHNSON FAX N0, 9784758703 "N0. 83.6 P, 5P, 05 . 2000; Scale 1"-40% Recorded with the�$ssex North District Registrar of,Deeds as Plan Number 13761; and Lots 19, 20,21, 225 230 24, 21, 26 27 and 28 as shownn o a plata of land entitled`Definitive Subdivision Plans for Forest View Subdivision,Route 114/Salem Turnpike, North Andover, MassaclhusaW prepared for Mesiti Development Corporation, 1 I Old Boston Road, Tewksbury, Massachusetts 41876 by Mme'Design Consultants, Locus Map Scale 1'000', Tax Map "ornposite Scale" 1"=200',dated September 22,''-1997,re' vised through 11/3/9$3 and recorded with the Essex North District Registry of Deeds as Plar ,Number 13362 and as affected by correQtive Plan Recorded as Plan Number 13727. b, (To be attested by a Registered Land Surveyor) Lots 67A, 68A, 69A, 70A, 71A, 72A, 73A and 74A as shown on a plan of land entitled"Platt of Land,Forest View Estates,North Andover,;MA,Prepared J"or Pulte Home Corp. of New England, 257 Tampike Road, Southborough, Massachusetts 01772", drawn by Marchionda. &Associates,L.P., dated April 14, 2000, Scale 1"=40',Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Z.ots 19, 20, 21, 22, 23, 24, 25, 26, 27 and 28 as shown on a plan of land entitled "]Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salean Turnpike,North Andover, Massachusetts" prepared fbrMesiti Development orooration, I I Old Boston Road, Tewksbury,Massachusetts 01876 by AW Consultants, Locus Mads Scale 1" 600', Tax Map Composite Scale" i" =200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plen Number 13362 and as affected oorrective Plan Recorded as Plan Nurnber 13727 do conform to layout as oa,ai� :)ii tqe above referenced Plans. ' SWH5N M. MEWWIJC No. X049 msteredLand Surveyor c�Q�E S`°'�©h sua��'� C. Tine Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of M441sachusetts, acting by its duly organized Planning.Board, holder of a Perfort=ce Bond or.Surety dated March 4, 2003, and/or Covenant dated November 9. 1998, from Mesiti- Moore'sFall, LLC of the City/Town of Nord Andover,Essex County, Massachusetts recorded with the F,ssex North District Registry ofDeads, Book 5247, Page 76, or registered M" Land.Registry District as Document f:-,.0icW,L�ncsWULTrdiBlFereslvioMFim-mi-confirmampryEAtPcicasoAaa t NORT,4 ® of 6Andover No. 6 � z 0dover Mass. Q �=_ 1 2 Cor ICKEWICK A�RAT E D 7`� V BOARD OF HEALTH PERMIT D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..... v/ i ............................... s......... ............. .. ............... ... . .......................�..... ......... . ...... Foundation ; . . . has permission to erect...........�.......................... buildings on .. � ..7 � �. s ✓`!. .. .'W"04 .. Rough ^�j C • ! pUCQ. Chimney to be occupied as '�001N1 •7 �.1 � .1.. .S .l�....�'F.lT A�.� ....�?�. . ..� ....R.....� ...... provided that the person accepting this permit shall in every respect conform to the terms of a application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection Alteration and Construction of Buildings in the Town of North Andover. lot C / 83 K 2 e �d � PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ST T Service . . .. . . ....... Rough 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 Street No. SEE REVERSE SIDE Smoke Det. ORTH Town o � � Andover No. s-aq y i _ = _`off ndover, Mass. T O LAK E ^ ', COCMIC KEWICK ADRATED Ac US IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ...... 124....... V5........ O ....,/! �.. •... ... .... . .............. has permission to excavate and pour foundation at l l0......... .... 04 ... .p ./... . .. ....? ....../��/ ` t Q for the purpose of..C/................ � t � .. �11...MIAA-. fs I .S*!&34.................. The person accepting this permit must return tothe,office of the Build413 Inspector a certified plot plan show of building thereon before Foundation will be inspected. 'O•� C , �•� � s 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. ....w-.. ... ............................ BUILDING INSPECTOR SPECIFICATIONS PRODUCT ACTION REQUEST - P.A.R. CODES DRAWING INDEX E coo rANRAL REOUIRFkENTS PA;E: DESIGN CODES 1. Work performed shall comply with the following: 1..00 SPECIFICATIONS, SCHEDULES, & INDEX A These general notes unless olhomeas noted on plans or product BASED ON C.A.B.O. ONE AND TWO FAMILY DWELLING CODE 1995 EDITION specNMatlons. ACTION REQUESM. - - 2.00 FOUNDATION PLAN INGROUND �- B. W applicable tical and stole wiles,ordinances and reguktions. BASED ON 9.O.CA. BASIC BUILDING CODE 1996 EDITION 2.01 OPTIONAL FINISHED BASEMENT C. N areas where the drowngs do nut address awhoddogy, I < Fr the contra ter shoo be boon°to Pork-in smet comp6snce.ah RESPONSE: 3.00 FOUNDATION DETAILS � 0.t5 manufudumi.spxifi.Bans and/.reammendauane. 4.00 .FLOOR PLANS � jo2.b The ogaltherwise fides and typical octads appy throughout ore 5.00 ELEVATION 1 ~ job unless cp.n aQ nded or shovn. w 3. 0¢cr�urties: the anUacla shall cull and courd'rds / O AI drawings;when in the aOn.-of the central a dieempancy / 5.01 ELEVATION #2 E� before he shall Dro it report it to 11e Menilect for preps adjustment h-- /// BUILDING CODE ANALYSIS 5,02 ELEVATION #3 W 6d0, a 0,11irg Irk thin on i 4. Omisvons: In the event certain feabnss of the emdruclian 6.00 REAR LEFT SIDE AVD RIGHT SIDE ELEVATIONS at fuly Haw an me drawing:,tndr a fist a 6m an be of U5E R.4 7.00 BUILDING SECTIONS 5. etmc d�reis t es or simmer tong Prof that are shown or notch. / //� CONSTRUCTION LIA%- unWRDreereD in All work'n to as and p,ed A a Professional manner and � �6 e r�� m o«oraa We with standard p o Ua dna on sed with ma wrst rads HEIGHT dAREA LIMITATION- 2 STORY MAXIMUM HOT 35 FEET 7.10 KIT. & BATH ELEV. L . 4 -G arN supp9de r«ommeaded indagelfon prosedara. / EAIERGENC.T E5il EGRESS OR RESCUE WINDOWS FROM&EEPING ROOMS w 6. Dimemions shill be read or calculated and never coaled. SHALL RAVE A MINIMUM F 5150.FT. 0.00 FIRST FLOOR FRAMING PLANS Al dime a s aw,°'"`m gt u les glee°"""' "'e a gs .� 0.01 SECOND FLOOR FRAMING PLANS M are at I'=4'-0=(i/4`=1'-0j unlessnoted athenrise. � 6ARAW NORSE CEILING/WALT.ASSEMBLY.I/2uGYPSUM BOARD OR 5.18.6YP5UM BOARD IF REWIRED-WALL/ ( 6CEILING W/20 MIN.6ARAGE/Haul DOOR. 9.00 ROOF FRAMING PLANSCoal lfTXIN All inti INTERIOR STAIR PROTECTION- III LAYER OF 1/2"GYPSUM IBOAWJ TO ALL 5URFACE5 IN AUES51BLE AREA5 10,00 'TYPICAL HALL SECTIONS1. Th.-,.I,propou.shall be as 1.11 : M51ON LOAl LIVE LOAD FLOORS 40 P5F Mirtat�camP draw th Nin.aggregate 11.00 STANDARD INTERIOR EXTERIOR DETAILS �D/N.JY.iT1 ` // /// LIVE LOAD ROOF:35 P5F IMIN TOP CORD) INTERIOR/ EXTERIOR 7000 1/2-I -17 / 1 LOAD:FLOOR AREA 12 P5F 11.01 STANDARD DETAILS sad m 3m04w) /2-1 4-(--1/2� - �a Q'/ X v 1 / DEAD LOAD ROOF li PSF ITRU55E5) 11.02 STANDARD DETAILS grade 3500,E7H)C.IAP.GE DECKS=40 PS= Woos 3030 i/2 1 4=(+/-1/21 WII�LOAD=IS 1,51, 11.03 STANDARD DETAILS Z Carl work seal conform to all reqummourts of ACI-318-09 STAIR LOAD5:40 P5F and ACI 301-72,specifications far structural tonere@ for buil ings. SNOW LOAD=35 PSF 12.00 STANDARD FIREPLACE DETAILS 3. AI reinfaleeps tesset,andwn bogs,pip°saM other irwens shall be poski dy soared in ploce oerore omcde 6 places. 13.00 MECHANICAL PLAN 4. Pro de 95%bookfdl compaction at 6•layers at all somas 14.00 ELECTRICAL PLAN dna t°atings. Backfil to be of approved material. ATTIC VENTILATION= 2295 S.F./Soo=7b5 sF.REQUIRED 5. Reference foundation notes for reinforcement requirements. RIDGE VENT s 45 X.005 FREE AREA/LF• 3.03 6. Tool edge of antral joints anal at slab to wall joints. 50FFIi VENT=93 LF.X,045 FREE AREA/LF= 4.19 7. All di,,slebbn-grade concrete Aa11 contain rot less than SX O or male than 7%a4 eunalt.-L TOTAL:8.02 5F. F-rootioa 1. Fooling depths are shaven as the section. "-aIho is< MINMIUM R-VALUES OF OPEI I65- GLAZING shilVhW R vaiuw=205 E noted,laotings l bea m ll cimm arig uof 12'into 'ua1 um R Yn'ue=130 undisturbed sou and a minimum of 24=below finished grade 36"-Frederick Co.W.&Here..Tawreh'p,P/N City of Frederick ND and NJ; 9001 Entry R Vdue=1497 4Z._ 2_M.,Wool- Nass.} Mwe required,step footings to now d 5W fi Ydua=159 2 hodzmld to 1 vertiml. SKYLIGH751 Rvek,w=351 2. Where s.s' ns"i'=dianges m-Usuch'hong.shelf be mesa as diraeled by the Ca°techniool Engineer. 3. Sail IfNeatigdiar am report: All earth wok,compaction VOLUME CALCULATIONS- BASEMENT SLAB AREA A WALL HT.=7406 end sspi shop be dons per-di sl sot FIRST FLOOR FIRST FLOOR AREA X WALL W.:6343 E in.jgalion report Cancrela slab and fool'ng eelwldrons are booed 5ELOJ0 FLOOR SECOND i AREA X NALL HT=6024 25M per vdue. If the site lest tidings irdicale lesser vd.., - GARACE 6Al X 10'=3960 r, notify Ardrilect so Uel nsco,sWdad mad8icafiae min be mode ROOF ROOF•11396F+M FAN �PEgNry TOTAL TOTAL=39151 C.F. 1--4 h 1 Lumber Cred 1, e 1. AL jo"rsts,-doers,and hers Adbe,unless otherrrse noted,Hem-Rr 12 Nh Uw fongving min'mum do,wabW stresses and modulus of dsdi A Eslremo fidty: low ah-: Fb=BeO PSI(Rape!member) B. Horizontalshear. Fv=7P6'. Campmsalon peryendlnd0ar to grain: Ft=405 PSI ABBREVIATIONS E-- D. Modulen of elasticity: E=1.300.000 Psi O 2. Hem-fir may he subducted,autab uled cpede.shah meet AH. ANCHOR BOLT GA 6AI REF. Fail TO RSFEFENCE or eii requirements noted.above. AFF. ABOVE FINI5H FLOOR 61 6ALVABIZEO REINF. REIIIFORCWjtffWOPLEO ADS. ODJAIENT/ADJUSTABLE 6L. 6ENFRAL CONTRACTOR REOb r AF.Y ABNWprwasi READ SEN. 611ill RKS. ROOMS SPF dud-rade Properties 2 a 4 a 2 N 6) ALUM. ALUMWM 61P. C'N'SUM NO D Fb=676 psi Fv=70 6LUE LAM RO. ROUOI 0,15'w se Fci=425 psi Aga ANCHOR - BL. Incell =675 psI MLN ARG VIT-Cl R01 R RUN E = 7,200,000 poi a AT fDWR HARDWARE RID RIXAq lit RJ.IO. HARDWOOD 4 SL, 54WCU WOCD ENCNNEERm FRAI/EO SYSTEMS BD. BoeRo HHORZ MN°01ft6lioNTA1..HMILOMYALLY csmu_ 9OE41ATIL Truss diagrams show design filen(only, truss manulalurer to BLDG. BUItDIpG R7. HOUR 5HLF SHELF S n very all spare,dimensions,pitches,etc.and outwi shop Us BEAN IGR. IE4pEq 59T. `SHEET N drawings prior to fabrication. BTM BOTTOM 19 Hx¢BIB 5A. SWILAR ac eLK6. 6L=. 55. STAINLESS Steel IQ rvN N Roar Trusses BRC. BFARRJO ID. IN5111E CLUETFR STL 511 :' I. Floor busses pre-engaged tn65es. Haar trues BRK BiIPSR. W 6RO STRUCT. SrRULTLRAL 29 m manufacturerto soppy shop drawings and erection analSroD dmwkgs - Beer BASeAeUT III INSULATION 51 yFPEASION � o an.be sealed by a professional elgmeor reg feted in the XJf. NTFAIOR SGO SLIOIN6 OLA55 DOOR S L.J. CONTROL JOINT 19 fel CORER g �YAa governing jr TrrsUon ¢ CENTER LWE 50 SWnf¢ Ri 1118 2. Fbar Trusses shall be tledgrrea to"unit ddlec5m to L/480 LM U, C0olial EMASONRY UNIT it. JON'T �35im for live lead and for a dead laud d 40 PSF 02 PSF, Rams consisting COL COLUMN TB TDYEL BAR of G�HerW lengths the ddlei of the Asset span shall govern. COtJC. CONCRETE K5I KIFel 50UARE INCH 76 G TDNdE AN06ROYE n Colon. CONDITION 1765 . TOP OF 6RACE SLAB i m the shortest span shall govern. LON1. 60 Il Ll MY LICRITMEIOHT TFW TOP OF FOUNDATION WALL Joel CONST. COME YEN LT. LIGHIT TiP TYPICAL s� 8 d4 1. -jcid:Re-engineered joist..I-joid monufadu e,to supply SUNIN LOUVER TREAD REVISION TRACKING_ mea a mgineeHng celcdati°ne seated b/a professional engineer s9istered CO. CA5EN0 OFFNIrY LiR I-Al11DgY ilB iR TW&.RW � '{� m in the gaemirg pristlittion.Connections and details Al be so shown CAN1. CANIILEVFA TfIPI. TRIFIL ..!P_ m = ;o m alLT. CERAMIC TLE MAS. MASONRY oxo. Ul NOTED OTHERWISE Na 2AM NOTES NQ PAt£ ) $ ! m 2. Floor I-joist All be desi9red to Imt ddlefiew to L/480 CLO. CEILING MAT. MATERIAL q LA. CR fl01AD MAX NAXIWUM VERT. VERTICAL tl8d�i b for tae load and fon a dead Iaad d 40 PSF+12 PSF. Roam tazddkg CR. CHAIR MIL MDO MEDIUM DEN517Y OVERLAY V.IF. VERFT W FELD o zzrria d different lengts the deflection of the dennin l span shill govern. ffill W WAS ER !` the Aer est was ehal govem. D OR MH 1111191MECHANICMUM A" Wl WITH Real TDBL PE NO MASONRY OPENING W. WOOD I. Rod Trusses: Pre-Engineered Wsses. Post truss numeraderer to supply DIA BEMTC. META. WNf. WEIDED WYE FABRIC Shop drawings and erection drawings sby a professional engineer registered DIR DI EHER No OR W/O taled WALKOUT in the grnwming jurisdiction.Connections and felon-shall be as shown ON ACTION HILL. NO NCONI WIDw WItDOW An plans. pR. q 1NT5) NOT TO SCAB r lei ON 5H 100,51HEIR DOVER OPERATOR 0 DS. OPW OPENING OIL f TAIL OPT, OPT WNAL ek EACH .SB. MEW 5WANDBOARID ORAVM BY: EJ. IENPAll JOINT asuce axCELEV. ! A IO,AL HAa Pro 1/5 ONE 541 _ E. EOAIE:9/3/OJ EQ0UIP EOMPMENTauAL ° FARrIc'-epo FRTI Bo^AD ENP. EXPANSION50UAREFODJA6f5 SQUAREFODlA(iE5 Rcvna, can ENT. ENTFNIO.R FL RATE 4 Fe. EACH BAD : Rrw000 F/RSTFLO,�7 977 F/RSTFLAol4 917 Fr, RCFABRHLarFD .`.�GCAfOFIOOR /003 GARAGE 390 FLOOR COVERING LHA16E FD. I FLOOR DRAW PR. PAIR LGN67 FLC37H 970 JOB NUMBER FOUNDATION GARAGE 51 4 9 FA FLOOR P51 POUNDS PER 5&IN yyB -5UL9T0T L 1 � FRa. PRn.OEcr 1 acaJEnED OPT f/A!85MT Pg POTS PER SOFT. P.T. PRESSURE TRFATEI TOTAL FR. FlFP ga RAiFN 3154 !G ROS/ "3/6 FRA FaANE ff. auAo. QUADRUPLE 577A7Y /39 A1249TB = f 6 rooTxiFOOT�ET 6ATN 39 SHEET NUMBER TL 1.00 SP-CAW-M re.01 0/30/94 pBaREv © COPYRIGHT 2000 Pulte Home Corporation gam_ O Q CID E— CQ ~ Q 61-T° 01-411 Q qq V ie51 (rWlNl 3.00 1 % .1 USN BAND BD III /4'x 11 Tl B'LV AW BD. — - 1 2J• SE£ � Fly 314 .I..: -'---- -_ L- PERIMETER SLAB INSULATION H A�Jiou IIOTRs. .: RETURN 10.0°MIN.W 510E5 W! ALL CASED OPENINO5 SHALL , WALKOUT LONDR10" HAVE SAME CASING H15 AS OPEAYG W/DOORS / ZO ALL WALLS L BE 2%4 UNLE55 NOTED OTHERWISEPA _ SLAIE 1 4= d ALL lel FLR WIWOII W H @ t'-10 Ill°0.fF..U.N w �T ALL BSMT,WINDOWS HORS @ et 5/0"AfS.U.ND. REFERENCE CORNICE DETAILS FOR 2M FLR WINDOW w He AGER HEIGHTS THIN SET ALL CER.TILE OVER 1/6°UNOERLAYMEN1 4 40" ALL WINOCWS SHALL BE TRIMMED PER SFECIF.LEVEL d,Tu 51-4° O Qi 5ET ALL TUBS ON 90'FELT 29'-1`' PROVIDE MIN'JMUM OF 4°RETURNS @ ALL OPENINGS OL. 1 �� /' L— ALL ANGI£D WALLS @ 45 DEGREES U.N.O. HStW(7N EM TRANCE DOORS 8 WNDDWS W/I%TRIM @ BRICK ————— —————— ——— ——————— N�'a°tl='^ CONDITION5 SHALL HAVE EATENU UAMBS. ALL BRICK SURRWND55HALL PROJECT" Ep �. — m PROVIDE BRICK MOULD ON ALL WINDOW5 @ FRONT ELEV. _10E ENTRYEMU UNIT5(51DING,STUCCO,CR BRICK) _ _ .._ _- __ _ _ PERIMETER SLAB IN59LATIONEXCEPT WHERE 5/4 X SJFLROUW 10 IDENTIFIED - ----- - - _ - 0'-0°MIN.!51DE5W/-- WALKCUT 6ONDITION5 PART, F EOLISR BASEMENT 3 o r O O O () 44'-0" - d-2n AD D00(4°@OPT.BULKHEAD-RfF.A-3 00 (C. REFERFIJLE PRODUCT fQ4 DECK 5QE AND LOLAT1011, OPT_BAY ABOVE j I; ;I I; ;I C O04 w F I I -I :I PROVOS 4d1TOPENIW .e ^ FOR OPT.OULKHEADIEPD 3015 5L0 2 4" FF LINE I m O O OPPIONA —— —:OPT.2868 E--i J MASOIRY I s �:'; SERVILE DOOR ————— I E.y REF;SH,.IZOG a F UNFINI5HF-D 136,5EMENT IFOR ADOITIONAL FI EPLACE INFORMATION _Q I I_ I 3 IN'$PORTLAND STL fAL N ON 44"X42%li CONE PTG 3 1/211@ PORTLAND 5TL COL W/'4 @ 12"O.L.OCT E.W. ON 36'X36'%12 CONC FTG - s'H � W/'4 @ I2"O.C.BOT E.. I K _ 101 T .— ---- UT.(311 3/ ° 01 LVL_ I5 --- -4_ e - >5� A 4 I— " L L o - 10 Fo 10'-0' GAR.SLAB I d' 81-8' 111.0 _ a I r m o s PA PDN. LAN I I BnW' 0' NOTE s $� � W/ PT.MA F.P. I I ( I PROVIDE I/2°6YP.BD. I - c mea g E: UWERSDE OFSTAIRS SCAL I/4°=11.0° I I ARAGE I I * AW WAL_S WI FINISWEO 15 I-i° LOWER LEVEL PLAN I F 3 N v _ r _ _ uNEAcavaTED { PLATFORM $IguiS 36'X36°XI°WNL - I m ' (2X6'5 W/2 FTG U\OE 5TL COL G'i1W LAY-R5 OF @FRONT OAD GARAGE I0 I I ROUGHF IN FOR /�j3,ly�,— •'I OPY.BA7N m1 1' t.0 10 I BLOCK WALL —— 11L0. —— ——— g _ E%TEND AB 70 I m E b E%7.NO —— 8.00 _ PROVIDE DRAIN TILE AROUND PERIMETFIt DRAWN eY: OF FWMATION A56 BY t5'I I ———— ————J I I APPROVED 6EOTECINILAL REPORTLl . / — - ————————— 11TT- 5'-8" DPT.WIWWAL 5FOR MASOwIY STOOP Is 61.6" ' ' '-6" 2'.p� 1H xuuew 44'-0" $ 01249FDN PARTIAL PLAN 5IPE LOAD GARAGE FOUNDATION PLAN - INGROUND SHEET NUN�R NOTE;REF.FRONT ELEVATION FOR W�WOW AND DOOR 5 Z15 NOT S-loWN. o 2.00 o NOTE!REF.TYPICAL WALL SECTION FDR FOJWA71ON AND FOOTING SPELIFILAT101J5. COPYRIGHT 2000 Pulte Home Corporation OF 0 0 �1 ccs ALL CA5ED OPENIN55 SHALLOil HAVE SAME CA51N5 HT5 A5 OPEN'G W/90OR5 j Q 01'2 I ¢ Z ALL WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERWISE H ALL I FLR.WINDOW HORS III-10 1/2"AFF.UAD. \ PA 124 SET ALL 35MT.WINDOWS HORS P 81 5/8"AFS.U.N.O. 2 "Z/1 I TNN OV 001 Ma o �_ Z REFERENCE CORNICE DETAILS FOR 2nd FLR.WINDOW 09 X � NEWER HEIGHTS THIN SET ALL CE'R.TILE OVER 5/6°UNDERLATMENT ALL WINDOWS SHALL BE TRIMMED PER SFECIF.LEVEL - w SET ALL TUBS ON 90'FELT PROVIOE MINUMUM OF 4'RETURNS 6 AI.L OPENINGS o ALL ANGLED WALLS 9 45 DEGREES ONO. ^ C ALL BRICK 5URROUNP5 SMALL PROXCT I" PROVIDE BRICK MOULD ON ALL WINDOWS P FRONT ELEV. a 510E ENTRY EMD UNITS(50IN0,STUCCO,OR BRICK \ - EXCEPT WHERE FLAT SURROUND'D PISMTIFIED. _ PARTIAL PLAN W/ OPT. PELUX DRESSING Al•1'-G° .REFERENCE PRODUCT A 7.00 Q . SPECIFICATIONS FOR DECK j.00 SIZE AND LOCATION 17.00 - T O 44'-0" '14 n l 16'.0° TLg1 IB'4" 13'' 3rd° �//� /� /� �K/ 2"b W 2'.OI'.. ' VY v V°`i ' 'WA. °I' ' (3i-11111-111VEMEWN/1EA °�1 p" x3109 F(312857DH AY js - 304 1 37 .WIN - It)g2 D 10 a - rgyT. SPAN 2 7%12 - 606550 1l 205 S E.E. SEE. 13)48 STU lkE EA.WINDW II ppp 12113/4.%91/1"LVII ' EE.° ._206 aaa 1J* SE - 3J°25EE- /SE 55 P44 AFF. 51UD POCKET v:; - L / 1 60�5G0 STUD POCKET (2)13 4 X 9 I/2"LVL /SIN.OR - L O Ef. .BAT . I to 703 2 i j54E.XE W TIU WAY / l 110 - " MST B 2/p i--R 17'-8 1(2" 204 /1 7,10 �-2/0 _ 15'-1' OW 10'-01 2° +� - 12"WALL LWOER ABOVE I I r I W/31 KNEE WALL BELOW m 0 7.10 B a e - - _� I%e� - LIFE OF OPT.LATFEDRN-LLGI --- M D K ITGI-EN _� EDROOM 4 FAMILY ROOM F <" 4 3 DINING I�r e I I 1 I OPT.MASONRY FIREPLACR REF.514T_12.00 R ADDITIONAL IMFORFOAATION I /O I� _ 3� 118 CO W; � o M 5TER 5UITE _ o 12 WALL /�,7g��-/�. W7 N - - - PANTRY REF ffLpp1A�OOER ABV. "r• 1 �1 "� II,01 ` w MECH �� a BEARING WALL IJ?151E.E� 2/6 FEARING WAIL 2 11'�II° GHA Z'- 't`� � � ti}V K ibIE _ �. I /°[°rIL�CU J ti -- 2/4_ ti m '1t m L ATE DRYER TO RIGHT - =o MELH. - OR.4 201 �2�.454EL 9 I/2"lVL:7P{t{ - .}' 2T3 b 2 1 3/4'r 9 I/2" 'CONT. AN a „n1. OF WASHER d L.T.TO LEFT LEN. I /+/y - 401 = i02 4 19',On OF WASHER 2'-lO" '-OI ° /2' o 3tma 4124 I/6 �� J LL 11 6ARAGfi m 2/B' ' a F L ¢ - 2/4 -°' LVE n i /B y°. �m NOTES RATED DOOR OR QUOIAFFr- Few Sgx __-� _ \ dy�3ai "w NOTE 20 MINUTE <a o� `•v=� - 2/8 1'9° g1�& -_a I --i-YL— -- _ f --_ PROVIDE:/6"F.C.GYP.BD.ON 3/4'THICK ti ADJOINIING WALLS AND LEIL IMG 1 ID 1) 1 \ pgPyp PACCE55 PW' 1 _ — �o` o H o % OPT.PULL DN.STAIR P n s AND I%l GTP W.ON EXT.WALLS. _ O TR LIVING / ACCESS PNLNE of aND FLooR N P � g �'; o m o _y I - a2/o BEDROOM 3aFOY R ° �' ,WIG I BEDROOM 2 € � _3 112'4 POR"LAND STL.COL 0' _ - `uITYPI EE. _ —X 4 FV(RING ARWN7 BEAM TMP.] d-B° REF ELEV. REF.ELEV. I m 2/0 _ __ �savi - _ REF.ELEVS. RFF�EI EVS. m _ - - I'-lu 3066 DOOR i _ /g n W/I4 SIDE_ PREF.ELEVS. _ A I LIOHT5 '. T 7.00 RFP.ELEV. b - _ 42"A 84"P11C T 510 5'-6" 12b -------- --12113/4°%1Wi 3J°35E --� A 11'-4° _ 16'%7 GARAGE POOR �IB21 FI%ED REF. EL V. B 7.00 .p" UNARM BY: z 1' ZI 7.00 I:.q° 161-1" 4'-1' FEE F,FV pEis eum, RII U. 7-00 _ OAIE:9R/CO ZI'6" 10'b° II'-10° REV Na GATE PARTIAL PLAN 5EGONP FLOOR PLAN pBHWBER SIDE LOAD GARAGE FIRST FLOOR PLAN 51249 / 114°=P-d' SCALE'i/4'•1'-0" •0° _ CALE I S :I/4":' g' C1249FP SHEET NUMBER Y 4.00 © COPYRIGHT 2000 Pulte Home Corporation OF C.LNTINN005 RIME VENT FNSE YEW LAST 124'EACH EW, O O F FN IA j � � 11 11 SHINGLES PEF. PRODUCT 9PBLIFILATNRb � �� . IOD 10 6a Z 1 0o LINE 11 1111 MW 10 (- RAKE-REF.FROOIICT 5PE65 RIDGE VENT UI LONTIA ew RI _ - FALF vexT LAST x s4°eAa ew. {,_ ImmIIIIIIIIII �('�I } Q z a 14°PANFIEO 5NUI/ERs ` � W -- _ fILA5 xew feATURE O ,y P514" W/REE.ED � O Wr_ PILASTERS 750 P' 4 W 4"TRW SILL(TFP.I _ SHOVUL'T FEF: m F1POU AJ50K PRODUCT SPELIFICATIOUS - I.p 4 rrFaN IHaD PEAIVRE SIDING ITYF)RFF PRCOUCT`.PEGS '� '85gK ITTP. �� BRICK JALKARCH __ F1PO4'd30K W/PRECAST KEYSTONE UTIVI BRICK VE1!cER II 11 11 II 11 DONSPGT71OUCT �.LIOxi ��IIIA'1�I� YI.ASN BLOCK a - 9 7RIA V/ 1 II II II II II ® RPF.R2CWCT SPECS. _ T. 6'1RW RE1llRN m 4 - - DOMNBPgIT W/ 11 11 II II II � „ _-_- ____._. IM BLOCK -,� ROWLOCK SILL- - REF.PRODUCTSFELS IIIA IIS I� /� TF.W. APRtOKWAlE L0.'ATION FII II II II II 11 / OAFMlE FNx51FD GR,VIEAi --_ OF FINSfEV 6R/OE ✓ e PART. ELEV. @ 51VELOA2�GARA63E f_ .-__.F-f-R-0N'T'•ELE-V.ATION 1I 1/4-1 I'-d' 1/4°=1'-0" I W.I.G. ON TO,10 K'6 dEDRM. 2 6EDRM. 3 W ON.TO FON. GARAGE WALL EA.SIVE J J _ (2)2X10 12X10 IZ2"2�H EE301 �� E301 IJM5 EE I,klS E.E. 212 X 10 1 1 X 10 J J OPT.eRIL. — — I 70N O 1852 EO 42J2%10 NOTE _ 28505H 28520N -- 301 301 IS EE. ALL WINDOW PRMCTION5 F a ^ 28505N 18505N ZB9 DH 301T ARE FRGM PALE OF OPT.aR'a 3�.Ou 5'- ' 2'-I 5�.qu 5-qn g1-In 51,gu 3,.I° FRAME WALL. _ ALL BRICK BELTS,ROWLOCK I 10" I' ARCW AMO BRICK JACK- O 21B 34'-0" ARCHES SHALL BE OF m C) ACCENT 9RICK. '� Q --- - - _ _ AL_ENTRY DOOR JAMBS PART. PLAN/f 51PELOAl2 G A R A G ---PARTIAL 5 E G Q N P F-L O 0 R PLA N SHALLRAVEE%TENOED e A E_ JAMBS W/OR ILK VENEER. CD I/4"=I'-0° PROVIDE MIL.FLA5RIN6 /1°=I'-O° ABOVE ALL WWIDOWS DOOR"6 CAPITALS. F D Y E R 5 ap L V L N G R M. REF'TYPICAL WALL 5EyTION 5"T.10.00 FOR AODITONAL INFORMATION AND FOUNDATIOU - NOTES. R GARAGE (2)2xla (2)2x10 s_ I X 4 CAD W/ IJ IS EE. IJ,[SEE S E E. REF=FLOOR PLANS ANO CROWN MOULD LL] I 286 286 = i5 REF.HIP —— J I�RIOR TRIM BFORMATION. 1?E' r 11)2X10 = s ��< 3 3 CIE] I TJ 15 EE. - 8 < CPT.BRI 12�51DE�LIOIR5 VETEER 8g, E DOOR CA51N6 ©© I 87"x4912° Wg 305 (7I 3/4"%14"LVL W/3J+45 EE. 2)2%10 CON-.510 S N- u 16'X 7'OND. 1021 FIXEV OPi 14" 4A" � � S PRECAST,TOOP g m�R' I''+° 161.111 a'-i" g1_III 5L5u 31.111 5i.8n 1-lu a�� ap DINT. TRIM B FRONT DOOR -:4 :0' ' P A R T I-A L F I R-5-T —F L 0 0--R P-LAN ' -- rT 1 AP D 4'BRICK LEDGE — — _j I 1 I W/OPT.BRICK(TYP.I I — — — — — J—+k •, —J f-_: o IA-BY: a1 HT_. DAT No/2100�TC 3.00 --�-- i PT.WINE WALL W/MA5ONRT 5100P PROVIDE DRAIN TILE AROUMV -p1 _ �ERIMETFJ2 OF FOUWATION .BB NUVRER o to As REOb.Br AFPaoveo 512 4 9 _ '-2' 16'fi' --)-4'-V0"IV I'fi"fff 5'-8° 1'-0" GEOTECHNICAL REPIXtT OPT,LIGHT r u i.BRICK .BRICK O'T.BRI K S D1249EL01 i 1 �rrl�r __ �� 21'.8° " II'.10. 27'0'WOPi.BFIICK FRONT ERILK VENEER _ 11-6'W CPT.BRICK FRONT FRONT ELEVATION � I W OPT . 6RIG VENEER 44d _ — 4EE N5M8ER I/BIL_IL011 P-A-R-T S A L F O U N-PA T I 0-N.. -P L AV e 5.00 I//°`I'-0' © COPYRIGHT 2000 Pulte Home Corporation JF --------12 ---- o��— GAOLE W/ fb CONTINUOU5.RID6E VET - ~o ALT.ELEVATIONS FAL5E VENT LAST 0 24�'EACH ENO. - Y+ 12 6 Y F LINE OF BOXED OUT (/2 RAKE-REf.PRODUCT 5PEC5. AND DETAIL(-11.00 L, OPT.4040 TEMP.WINDOW W/ SUPER BATH SHINGLES REF., CONTMl0005 RIDL£VENT Q z a+ N20DUCT SFECIPICATIONS FAL5E VENT LA51 P 24 EACH END. o-'1 51011,16 FIEF 12 PROD.$PEGS F-----'� F • 12 �6 II � w [x] I; E- ��11114L-+J� I,1 SII , o pi'I -r I"I T 510NJG-REF. OPT.PREFAB FIREPLACE CHIMNEY PRNTIFILAilONS ~ I PROD.SPECS. IL 1 JtlLL L J a aca - ssssssscs f^ OFI.PREFAB FIREPLALE CHIMNEY nzns --- �� __________ L51DN6(TYP.I REF.PRODUCT 5PEC5. - OPT 510 OAD I GARAGE DODR II O B II II II II tl 1 I•i I I LINE Of 2ND FLOOR CANT. OFT FREPLACE IiIY U O II 1 I14; I OPT,SIDE OPT.DIWIN6 RM.BAY _ OPT.KIT.NOOK BAY OPT.M45ART FIREPLACE MIirrrr rr DOOR DOWNPOUT W! IIr Y SPLASH BLOCK " ;Till II 1 I I II V I ---------=='3 ;?rr=_=`1r====__=F=- REF.PROD. III;ILJ II sPECIFICATI0N5 >? DOWNSPOUT W( " tl SPLASH BLOCK N::: i SPECIFICATIONS ' YJISllln _ WAHA 4 I ii ,i LWWWE6 SIBS TOVIM 3T WX rPROW LLZW..10 1� iu - " ––– APPRO%IMATE LOCATION O K__= _N d OF FINI`,ilED6RA0E r � ' ' ' ' ' ___� APPROXIMATE LOCATION O - ..+ OF FINISHED ORADE I __________ -------------------------- -- -- __–=J� OPT.6ULK4EA0 W/leas OR I I II I –––––– –II SEE DETAIL SHT.A,3.00 FOR WARE I III n 111 I INFORMATION 111 1 I IIII 1 I nlLiuln I I III��III I I I nILiUI l _______________�` -- s=====___________________ U 0o 2%12 RIDGE ��H Q 12 X B COLLAR TIE5 6 32°O.C. 1 X 8 COLLAR TIE5 R 32°OL 12 (>a 6 12 E-1 Q 6 a 6 7 X10 RAFTER56 16"0.6.%1 2 XIO RAFTERS!16°OL.W/ REF.ROOF FRAM8IG PLAN 1t LINE OF OPTIONAL I ra BIRO MIX1TN RAFTERS ON VOL PLATE BIRO MOU1N RAFTER5 ON VOL PLATE 6 REF.ROOF FRAMING PLAN - CATH a6 a ^ (1y F--C 3 �d I X 3 6UTTERBOARO ON ' TP. I X 3 OUTTERBOARO ON I X B FASCIA 80AR0 X B FASCIA BOARV A FLASHO76 AS -MA!TER DEDROOME-+ G 5 5 TOP OF 5ECOMV FLOOR.0 6 _._ \\ TOP OF SELONV FLO (z] 77 K ITGHEN = O - 4 _ FAMILY RM. TDF of F Rsr FLOORGAR AGE TOP OF F,R5T FLOOR {ROTI HJR BACK.n FLOOR SYSTEM EREF,FRAYING PLAN GRADE FRM 41s GRAVE GRADE � Q a � TL P C\2 OPT. REG. RM. LOWER LEVEL TOP OF 5LA8 ;e-- TOP OF SLAB J � I 201-0° 131-Ox �� W 1� o �. A - eE�+ ION B-6 N 7 00.°L-ALT!` C ---- 1.00 ALE 111 =V-0' s R, - _b q0� pe€b & N _ L ,L €3 s� o � Pq � a DRAWN Br, 6I HE OATS 3ntOO s REV Na. DATE m JOB NUMBER T 51249 $_ El 249SEC 4 EET NUMBER Y "7.00 © COPYRIGHT 2000 Pulte Home Corporation �_ LPI JOIST HOLE CHART o 0 cc � WDWR .+10° z z i 'n z SO a E % cq cq y� 2 Z Z Ip P Z 2 2 p. CIO F , 2J°25EE. - + EE. Jf. ZI�„ a in a �' P E"I W H (1!13/4"X 117/6"LVI. +BAND BD. H) 314°X II 7/B° /° UL FLU LVL FLU5H BAND BD. - ) 3 + AND BD QI 3 "X 1/611 L L ZI m ro m Tn N-+ti PARTIAL PL.AN,,W / OPT. WALKOUT GOND . PARTIAL PLAN W / PARTIAL PLAN W/ OPT. OPT. NOOK BAY DINING ROOM REAR" BAY PARTIAL PLAN ' 1,4•IE W/ OPT.. PIN IN6H, 9 REFERENCE PRODUCT DO NOT SUPPORT _ ROOM 510E DAY " 41-II ° �d " I�,TI91 5PECIFICAT IONS FOR DECK DECK FROM CANTILEVERED 1/4"•II-0" _ _ - I�-6 d4 512E AND LOCATION FLOOR 5YSTEN - 18"05B RIM D 1 / BON2 S a I � 51.Tn pL4n ,� - — REA 11 pal 55 1-1 4 IJ ST51 92"0 ❑ m "148 _ O POL Q sr g -1111I Ll 1-4 ulu J.W.- ei- "E° 29 310 3 - g o �31 I MATERIAL LIST H-4 PARTI L PLAN / OPT. PARTIAL PLAN W/ OPT. X m MA50 RY FIREP AGE PREFAB FIREPLACE77 t11 111 IT5 t .1" € 0 2L1" PARTIAL PLAN — � W/ OPT. L IV I N 6 = g � ROOM 519E BAY N $ a 1/4°•11.0° Ru•' ¢iSi LL FIRST FLOOR PLAN 1I4n=,'-01 I 3 g Y 11 7/81' LPI A26 OR A20 0 19.21, O.G. UNO. N 2�- N'DW R.. PARTIAL PLAN W / OPT. LIVING 0 RM . FRONT BAY ELEV '3 'L'°" • 114•:11 ERAWM BY: I-1/8'CSB RIM JOIST-FASTEN TD EACH -I/B•ESE RIM.101ST ONLY t-VB'GSE RIM JGIET+ONE I-1/B•BSB REINFORCING EACH 1.1-FASTEN TB JUIN DOUBLE 1-JOIST BY NARING THROJGH VEB JOIN DQUELE I-JOIST BY NAILING THROJGN VER- 2.4 SQUASH BLOCK CUT 1/16•TALLER THAN THE FRST NSN• H 0 F 1 TO 4 PLY FLUSH LVL BEAN ISEE b CAIS 313100 _ FLGDR JOIST USING 1-106 NAIL PER FLANGE ON END VALL-IF TOTAL SQUASH BLOC B a'c/c IF EACH FLANGE V/1Dd NAILS P 6'c/c STAGGERED WITH 2-REVS ed AT 6'o/c INTO FILLER HLGCK WITH 2-ROVS Ed AT 6--INTO FILLER BLO_K DEPTH IF THE 1-JBTST. USE UNDER FT 2 OR 3 PLY DEAN Ifi -3 RHVS B 12'o/c EACH HET41L B FOR FASTENING GONE fiEV 2%4 SQUASH BLOCK CGP➢[S LESS THAN 650 PLF TOTAL LOAD IS MORE THAN INTERIOR BEARING WALLS A' OR 7/0 EEECH SIDE AT E%TERIFAi J PLF 1-t/8'OSB BLKG.PN-S. 314.OR J/B'DSB NO®REI 'LR' WEBRS L VEE SIDE STAGGERED NOTE.USE WED STIFFENERS • 0.S8 SUBFLOG� LOCATION HEIVEEN EA CANT.I-HIST SUBRDOR SIRE➢BY O/ 9 PLY BEAM GNLY11/2'BOLTS t FEN➢ERVASNERS IF REQUIRED BY THE HANGER / 3/4'OR>/e'GSB 3/4•DR>/e•OSH TACTURER 4.O4>>e•USE !// FLOOR BOTH SIDES-2 RGWS 2 24'R/c MANUFACTURER SUBFLOOR SUBFLOOR SUBFLEIIR 'aV STAGGERED 16' 16' 116' MAX. MAX. IMAX. �4 PLY 'L G1249LPIi 4'RR%. VL BERM NOTE.uS CANT. 41EE7 NUMBER Y STIFFENERS IFJOI DEPTH SAME USE CONTINUGUS 24•MTN. USE 2%0x4'FILLER BLOCK ^•ONOTED ONI LAYOUT qS FLOOR JOIST DEPTH 2x8 E HA BERl8_ FGRN->le'S[RIES 26 K 30VIIERE HANGERS NGTE USE➢BL.SQUASH BLOCKS NOTES USE SQUASH BLOCKS IF BRC,vplL pMVE JOEST Hl' OR LESS ME- o Uv LESS AT RLL 884 VALLS N BEAMS — T. ARE USED ONLY IF NOTED ON LAYOUT NDIE-USE WEB STIFFENER IF NOTED @i LAYOUT TOP MOUNT I-HIST HANGER SHOWN 1�TRIM DRJDISTcPBAND 2, RIM E JDIST OENDWALL 3. N." FOR JOIST nENDWALL 4. REINFORCED CANT. 5. DOUBLE I-JOIST 6. DBL. I-JOIST @ BAY 7. SQUASH BLOCKS 9, FLUSH LVL BEAM 8. DROPPED LVL BEAM RUSH 2000 Pulte Home CE °IQt DT OF LPI JOIST HOLE CHARTcc � p E—+ p �1 w c i NOTE FLOOR 0 15 MFG TO PE51GN FLOGR - i Z _ °a Z Z Z a FON AOPff ZONAL LUAU FROM ROOF' -4f Iat O� ? H...� ____ ____ _ P ISR 2 2 I �''tvlFw•/l LONi.1212 X 12 Wl 1312%1 a 0 J Z, 2 27x39 D�2 le �A W 'I (��I2/gn 91 ILV�',I __--_____-_ 6AGK55ExeNW°JOOWB 209 P� b.1, -< F-1 z 2 1 X (J- ---I I I I c 35 EA ENO w^ N o n - 4 I I 1 k " 11? I III 1 1 I 2 X 101ZO P 20 �2J /Ou �2 VL. S E.E. Y ZO L z SE: 11.01l I 2 2 €.E. OFT . N al F I 1 -----� O "X fl''LVL W/3J•45 E— 1212 X 10 v M N o (211 3/4 i '�% 1'. I I I I I M I I I I 10 305 O Q+' PART . SEC- ONO FLOOR FRAMING PLAN E'L�EV �2 � w I77 1 718" LPI A26 OR A20 B 19.2" O.L. UNO. - N" a' � Pel: -- .YrO • N o N � m Pi i ��]]]di o ? }P 2-2X4 JALKS61-2%4 ~ 44 6 W151E. ' 1 5TUP NTIP EE. -- - - -- - .. C.. lh.. 'zs e. I .J _ o ^ 121 z x IS s z%I `\�^\� a= � o N ® E IJ 1 15 E E. U E—M IS 5 2' --- ' A REOFTE.FLOOR PLAN 303 (211 3/4 x14 LVL W1 3J+45 E E. 12)y X 10 u J _ I O S FOR SL.GPRAGE INFO. 3 1/2°0 PORTLAND 5R.60L N iz)zx1➢ Izlzx lD go W `< A^� IJ.ISEf. IJ.15ef. PART SEGOND FL 11/6"RIM BOARD 3 R FRAMING PLAN ELEV IK ------ OWIz%26 — I 207a12XID I1 718" LPI A26 OR A2 19.2" O.G. UNO. xN IJ+ISEE. � 0 A - ------------------- ------------ 305 I21 314°X 14 LVL W/3J.35 E.L. (212 x 14 IJ+15 EE. u `sl € J SfEG-0ND FLOOR FRAM [N:6- PLAN ELEV- 5-. -"_I_ 11,'•I-°' --�. ___ _ ..-.-_ ._ -- MATERIAL LIST H-•q 11 7/8" LPI A26 OR A20 8all O.L. URO. - _ C o� s 0 axis R g GRAWN BY: 1-1/8'WE RIM JOIST-FASTEN TO EACH I—.'OSB RIM JOIST GIN 1-1/B'OSB RIM_GIFT+ONE I-1/6Y OSB REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE 1-JmST BY NAILING THROUCH UES JOIN DOUBLE 1-JOIST BY NAILING THROUGH VES 2.4 SQUASH BLOCK CUT 1/16'TALLER THAN THE FAST NIN• b OAT[:3/2/00 FLOOR JOIST USING 1-I0d NAIL PER FLANGE ON END WALL-IF TOTAL SOJASH BLOCK R 410/L-IF EACH FLANGE V/IOd NAILS 2 6'c/[STAGGERED WITH 2-ROWS Bd AT 6'R/c INTO FIU_R BLOCK WITH R-ROVS 84 AT 6'1/1 INTO FILLER BLOCK DEPTH OF THE 1-JOIST, USE UNDER FIRST FLOW 1 TO 0 PLY FLUSH LVL BEAM MSEE 2 X I SQUASH BLOCK Il]A➢IS LESS THAN 650 PLF TOTAL LOAD IS MORE THAN 3/+•W 7/ SH INTERIOR REAMING WALLS GOR 3 PLT DEAW t a- OVS a 1E'a/c EACH DETAIL B FOR PASTENWG SCHEOU_E) REV No.l DAIS 3/4'OR J/B EACH SIDE T EXTERIOR 90 PLF t-1/B'OSB SLKG PHLS. NO01111RE1 RS L WEB SIDE STAGGERED 7 --11— OSB SUBFLOOR DECK LOCATION CTVEE.EA. I-JOIST SUSFLOOR B SIRED BY 4 PLY BEAM ONLYU/2'HOLTS.FENDERVASHERS NOTE.USE WEN 'I ONS / 3/4'OR T/B'OSB 3/<'OR 7/B'OSH TACTURER /l•OR 7/B•OSB BOIH SIDES-E ROW$.24'R/c IF REOU]RED BY THE HANGER SUBFLOBR SUBFLOOR SUBFLOOR / STAGGERED MANUFACTURER JOB NUMBER 16' L6' 16• MAX. MAX.i MAX TQ.ALv b G1249LP12 LL * 24'MAX. FEAM Y NOTES USE WEB CANT. S TIFFCNERS IF RIM JOIST➢EFTA SAME SHEET NUMBER USE CONTWUUUSNOTE➢UII LAYOUT AS FLOOR JO]ST DEPTH 24 MIMFOR1USE 21-8/B'S RIES 26 t 30WHEREFILLER BLOCK S. L HANG RS NOTE-USE DBL SQUASH B_DCKSNOTE•USE SQUASH BLOCKS IF BRG WALL ABOVER 1 M-USE FOR 1—T te-DEEP OR LESS AT At.HR6.WALLS.HEAMSUNT. ARE USED ONLY IF NOTED ON LAYOUT NEE USE_WES STIFFENER IF NOTE]ON LAYOUT TOP MOUNT I-.AIST WNGER SHOWN � � 8.®1 MUTES USE FOR JOIST 16'DEEP R LESS U OR JO[Si l6 E 1. RIM J❑IST—BAND 2. RIM J❑IST�ENDWALL 3. RIM J❑IST—ENDWALL 4. REINFORCED CANT. 5 DOUBLE I—J❑IST 6, DBL. I—JOIST C BAY 7. SDUASH BLOCKS 8. 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Town of North AndoverO� t4ORT11 Building Department 3r �`�t,s o �.`*a�°o 27 Charles Street AN North Andover,Massachusetts 01845 4 (978)688-9545 Fax (978) 688-9542 4L y � � cx.acaiw.cw 1' �4sSncnuS'�t�y APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS 9p�'I, e-U1 �I fC®Q� LOT NUMBER L SUBDIVISION /-CyrC�Sl' �✓igl®C, �7ti��s DATE REQUEST FRED__ l,� A, �� '7 DATE READY FOR INSPECTION /�( y TEN(10)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 i D.P.W.—WATER ME DATE !� D.P.W.MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED TO THE INSPECTION REQUEST DATE. S ATURE PW AUTHO 1 r �,�SAC11USt�'C5 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit NumberDate Y THIS CERTIFIES THAT THE BUILDING LOCATED ON Alo f '73 19* MAY BE OCCUPIED AS tet' ��? �`t �c�.� I�i ry y 8,4w S, o7 -S 4 IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO So,-lh loci,a 4,9 4 ,441A Building Inspector NORT1y Town of _ 6Andover 0 JK COC MIC KEWICK over, Mass., �d ORATED OP�,`�� 7S U BOARD OF HEALTH Food/KitchenPERMIT T D Septic System BUILDING INSPECTOR �rr .....AV�' '�, � ^ THISCERTIFIES THAT..... /.... ..... ... .. .. i.................. ..................... Foundation A" `�.�" • �o has permission to erect.........../.......................... buildings on ../A�..7. ��.qy�4 ►. Rough M -� �'Z� to be occupied as.V....................�......� .... R-0.194.6.4=06... .... .. .. himn y Roo�n1 � A.�..Q�..S I�I1 h4L. ,,t 4+ .... C e �3 provided that the person accepting this permit shall in every respect conform to the terms of a application on file in Final this office, and to the p By-Laws of the Codes and B -Laws relating to the Inspection Alteration and Construction of Buildings in the Town of North Andover. p g C / 83 a 8/d PLUMBING INR VIOLATION of the Zoning or Building Regulations Voids this Permit. a G—<; PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTIO ST ELECTRICAL INS r 4C w Rou `��,/� .... ............. .v/ ....UAtAooI.. Service / .............. ..... / BUILDING INSPECTOR X1/0 rY) Occupancy Permit Required to Occupy Building G%S SPEC Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEP TMENT Until Inspected and Approved by the Building Inspector. Burner ' , Street No. �C SEE REVERSE SIDE Smoke Det. 1