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Home My WebLink AboutMiscellaneous - 154 AMBERVILLE ROAD 4/30/2018 154 AMBERVILLE 210110B.C-0079-0000.0 North Andover Bard of'Assessors Public Access Page 1 of 1 NORTy North Andover Board of Assessors F T i ��r • 'sSw�Hus� stroperty Record Card Click Seal To Return Parcel ID:210/108.C-0079-0000.0 FY:2013 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for ParcelsF-1 " . JR �,,a ��t Search for Sales < Summary Residence I Detached Structure Condo 154 AMBERVIIIE ROAD `• � Commercial Location: 154 AMBERVILLE ROAD Owner Name: HONG,RIM-PYO&SON HWA JUNG Owner Address: 154 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: 2752 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 525,900 503,300 Building Value: 351,600 328,400 Land Value: 174,300 174,900 Market Land Value: 174,300 Chapter Land Value: LATEST SALE Sale Price: 1 Sale Date: 04/27/2004 Arms Length Sale A-NO-FAMILY Grantor: HONG,RIM-PYO Code: Cert Doc: Book: 8731 Page: 317 http://csc-ma.us/PROPAPP/display.do?linkId=2259512&town=NandoverPubAce 3/19/2013 Residential Property Record Card PARCEL_ID:210/108.C-0079-0000.0 MAPA08.0 BLOCK:0079 LOT:0000.0 PARCEL ADDRESS:154 AMBERVILLE ROAD FY:2013 PARCEL INFORMATION Use-Code: 101 Sale Price: 1 Book: 8731 Road-Type: N Inspect Date; '01/02!2006 Tax Class: T Sale Date 04/27/04 Page 317 Rd Condition N Meas Date .. 01/02/2006 Owner: __ m., m HONG,RIM-PYO&SON HWA JUNG Tot�Fin Area 2752 'KK Bale`Type P Cert/Doc Traffic: N Entrance ;- X Tot-L'and Area: 0.25 Sale Valid: A Water:- Collect Id._ RRC Address: "`°" Grantor. -HONG-,R-IM- YO Sewer: _� x._.-_ Inspect Reas C_ Y 154 AMBERVILLE ROAD �.____ _ _w ._ _� ___ _ __ _ ._�'_�� _ NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% ! Open Sp-B/L% ! RESIDENCE INFORMATION LAND INFORMATION Style: CL 'Tot Rooms. 8 Main Fn Area: 1296 Attic: NBHD CODE 6 NBHD CLASS: 6 ZONE VR , _ Y°na f Se Type Eode Methoa�S Ft Acres. Influ-Y/N Vatue Class j Story Height '2.00-Bed rooms 4 Up Fn Area: 1456 Bsmt Area 1296 9 YP _ Q- Roof: GFull"Bafhis ~ 2 Add Fn Area" FntlSsmt Area 1 P 101 S 11020 0.250 174,286 �. .., w y Ext WaIL- Av' Haff Baths: 7 Unfin Area Bsmt Grade: G VALUATION INFORMATION Masonry Trim Ext _d6 Fix 1 Tot`Fin Area 2752 Current Total: 525,900 Bldg: 351,600 Land: 174,300 MktLnd: 174,300 Foundation: CN `Bath Oual M _R6NLD. 351562 �..-. . „ -- - W _ -.•,. �� Prior Total: 503,300 Bldg: 328,400 Land: 174,900 MktLnd: 174,900 Hea`t�T_ e: FA Ext Ktch. Year Built: 2000 Mkt Adt Kitch Qual M Eff Y YP �..,. Built 2003 Sound Value FuefType Oi Grade µGV Cost Bldg: - 351,600`4 _.__. Str Val Fireplace: 1 Bsmt Gar Cap: 2 Condition. G Att _. Cental ACYL Y Bsmt'Gar•SF:'400 Pct Com_plete 100 W Att Str,Val2: Atf Gar SF: %Good P/F!E/R: Porch Tvpe Porch Area Porch Grade Factor W 120 SKETCH PHOTO 10,120 Sq.1 0 * * � FM/B Sd FU/FM/B 16 320 Sq.R 16 ` 952 Sq.R .. ! 28 ZB 24 Fd .,.. 480 SgXt ' f ." 154 AMBERVILLE ROAD f FU/FM/8 24 Sq.Ft Parcel ID:210/108.C-0079-0000.0 as of 3/19/13 Page 1 of 1 Date.7" HaRTol TOWN OF NORTH ANDOVER F o? .r •.....,• OL PERMIT FOR PLUMBING ,SSACNUS� This certifies that . . . . . . . . . . . . . . . . . . . . has permission to perform . . .7. . . . . . . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . — U.t,. .7 . . . . . . . . . . . . . . . . . . . . . . . at . .j/:�'.`/. .��lF�, >f> !.... . . . . . . . . .: .. North Andover, Mass. Fee. Lic. No..<z 0',' <. .,. . . C�, . . . . . . . . PLUMBING IN PE Check # 61 U8 i MASSACHUSETTS IFO APPLICATION FOR PERMIT TO DO PLUMBIN (Type or print) NORTH ANDOVER,M SSACHUSETTS Date Building Location J-v ners Name ti 4 Perrin # r �j nn Amount Type of OccupancyC New m RenovationReplacement Plans Submitted Yes No ❑ FIXTURES H Cr C4 Cr w 0 r w a R4SEVINr ISTI ZD Hi" 3M �I 5MHDM 61x1 7MROOR WI FI1 M (Print or type) 2(z04'z-r7r Check one: Certificate InstallingCmName ❑ Corp..Address Ila ❑ Partner. Busme Te " hone P / ® Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the ty of in ranee coverage by checking the appropriate box: Liability insurance policy n 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 Agent I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and,qstaflaKons pe ed under Permit Issued for this application will be in compliance with all pertinent provisions of the Mass c se State P bing ode and Chapter 142 of the General Laws. By: signmuivol-Lirmsetinumoer Type of Plumbing License Title 9 City/Town nse um er Master Journeyman ❑ APPROVED(OFFICE USE ONLY. po qrN r4 a it � ,,•: = ,t q r "ae�rino,••17 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number ),3) Date -/c,)—/8 -03 THIS THE BUILDING LOCATED ON Iio fo CERTIFIES THAT_,,41V4b-rl?0111e— Rat MAY BE OCCUPIED AS J A 'u y �m M s ,C�2- :/� 13,E s, 5;2 SABI/ _,,Q kd cl,-c. IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO —?U /✓ G 'PS °J` �L� so�`�7 d orovg �/ �✓4- Building Inspector NORTH Town of f over No. A3 P. - 40 0 - L AE doverMass. 0C HICH WICK c2& 3 C , , C)JI?ATED P"? Cl BOARD OF HEALTH Food/Kitchen PERMIT T Septic System BUILDING INSPECTOR THIS CERTIFIES THAT .......? .......4.!Wej.........P,�..........4.0'........................................................ Foundation 'Ow W" erect.................. .................. buildings on 7 has permission to e Rough to be occupiedXRPJ/W Ne-1 Chimney . ............. . ............ ........ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final c this office, and to the provisions of the Codes and By-Laws relating to the nspection, Alteration and Construction of ,*VkC-- Buildings in the Town of North Andover. /0,9 (211) of gyp PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS (51f 1.2- Ij--C,,�3Ea� UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough )1/ 6q 0� Service ....... . ... ................................................................................ BUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS wspEcTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final /I No Lathing or Dry Wall To Be Done DEP FIRE TMENT � D E,1*1 Until Inspected and Approved .by the Building Inspector. Burner Street No. Smoke Det. 2 E REVERSE SIDE Date. /0-/y-C3 A ".�RT:��, TOWN OF NORTH ANDOVER P PERMIT FOR PLUMBING s � a SSACMUSE� C This certifies that . . . v�-p�ry r'. . . . . . . . . . . . (vM ;I & I has permission to perform . . . . . . .. (,. . . ... . . . . . . . . . plumbing in the buildings f . . . . . . . . . . . . . . . . . . . w ?cH1 h ev to 6 at . ./S . . . . . . . . . . . . . . . . . . . . . . . . �rU.,'xNorth Andover,`Mass. Lc. No.. )!br Fee. PLUMB IN / SPECTO.R. . . . . . . . t Check # 5 y 3 5749 .WSSACHUSETTS UNIFORM APPLICATION'/ORERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Date Building LocationL Owners Name Permit# Amount--5.31 • T e of Occu anc New Renovation Replacement 1:1 Plans Submitted Yes No FIXTURES d Cr � Fr o W z CC cc CA Cr �-. F z Q o SMEME BASEY 1' 1ST HDOR / M)HIDOR 3M Frit 4M HIM 5M FIDM 67H FLOOR 7M FLOOR 8M Hf OR (Print or type) Check one: /Certificate Installing Company Name El Corp. Address-- Partner. Business Te ep one z O Firm/Co. F Name of Licensed Plumber: Insurance Coverage: Indicate the type of iance coverage by checking the appropriate box: ❑ Liability insurance policy 2plLI Other type of indemnity 1-1Bond 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 Agent I hereby certify that all of the details and information I have submitted(or enteredi above application are true and accurate to the best of my knowledge and that all plumbing work and installations perf nder Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts bi and Chapter 142 of the General Laws. By: 71g-7-57—re-of License um er Oof ' Plumbin License Title City/I'own = cense um er Master Journeyman ❑ APPROVED(OFFICE USE ONLY y Location No. Date w NO"T" TOWN OF NORTH ANDOVER Certificate of Occupancy $ s' Mus<� Building/Frame Permit Fee $ yY Foundation Permit Fee $ Other Permit Fee $ .- TOTAL $ 3 rf * Check # 1 16832 ,� Building Inspector OCT-16-2003 10 :21 AM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 �,2su 13� 1.5 a,- Tip A 0 a s-0.3 RVIL - '.49' —' f' I L=69.58' ©=06'38'40" 30.50, L-16.61' jn �. R-600.00'=01'35'10' 31,2R=600.00 I I ol 6,e t U 1 i I � 05 4 I EX. FOUNDATION I ELEVATION= 171 -07 rx I wf I 22.68'--t-- f I 3 I 2 20.9' 1 24.2' 00 f 00 0, WIDE j ti'r ;qC SEWER — I *" 45.9' "EPNEN M. .� 'AELESCIUC P EASEMENT �� LCAT CSA 40. ; 4 V, o. sgN9y 0.25 Ac. 0� - 4 -' 28.17' _ 85.20' N46-i572..I"W I I I WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN_ THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F_E.M.A./H.U.O. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY, THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR,FLOO[DO HAZARD ZONE. �} LOT 68A FOREST VIEW ESTATES MARCHROINDA A A@@@C.qLP- ' NORTP,, ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I FULTE HOMES OF NEW ENGLAND, L.L.C. STONEHAM, MA. 02180 L257 TURNPIKE ROAD, SUITE 200 {781) a38-6121 — SOUTHBOROUGH, MA 01772 SCALE:1"=20' DATE: 10/6/03 X/� Date.................................. + TOWN OF NORTH ANDOVER PERMIT FOR WIRING CHU .This certifies that ...................................... has permission to perform, ........................... .................................................... wiring in the"building of ............................................................. at� Y..0..........................................r:......................North Andover,Mass. Fee ..r ...... Lic.NOO-9 ........................................ (// --`ELECTRICAL INSPECTOR Check # 71-6 4767 The Commonwealth of Massachusetts Ott lee Use Only Department of Public Safety ti aceupaney & res Qxcked BOARD OF FIRE PREVENTION REGULATIONS S27 CZAR 12'00) 3190 (1e8.e blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to De performed In accordance with the Mawchusetu Electrical Code. 527 CMR 12:00 (PI.EA.CE PRINT IN INK OR TYPE AU INFOR2iATION) Date City or Town of C" To the Inspector of Wires: The undersigned applies for a pemit to perform the electrical work described below. Location (Street g Nu(mber) /S 4I'1'?h�'7'�0i ��e L�' Eft Owner or Tenant -(2 I o �p f ew f ' OvnerIs Address Is this permit in conjunction with a building permit: Yes No ❑ (Check Appropriate Box) Purpose of Building W e W N m�'? Utility Authorization NO.-/ 76�g Existing Service I -Amps / Volts Ove::ead ® Undgrd❑ No. of Heters New Services %•.6� Amps / ? 0 Volts Overhead ❑ Undgrd No. of 1,eter3_1 Number of Feeders and Ampacity v L Location and Nature of Pro sed Electrical Work j�_�WNome- 10 irSir e � p � No. of Lighting Outlets No. of Hot Tubs No. of Transformers Tot l No. of Lighting Fixtures Swimming Pool Abave❑ In- . ❑ grad, grnd � Generators KVA No, of Receptacle Outlets. No. of Oil Burners No. of Emergency Lighting Batter Units Switch Outlets No, of Gas Burners FIRE kl-k %IS No, of Zones d No. of Rangeslocal No. of Detection and No. of A1r. Cond. _ tons Initiating Devices No. of Disposals No. of Heat Total _ Total POua s KW No. of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers lieating Devices KW Local❑ lhlnicipal ❑Other Connection No. of Water Heaters KW No, of!_.� Ballasts 0 Low Voltage Signs llasts No. Hydro Massage Tubs No. of Motors " Total HP OTHER: •INSURANCE COVERAGE: " Pursuant to the requirements of Massachusetts General Laws bI have a current Liabilit insurance Policy including Completed Operations Coverage or its substantial equivalent. YES H NO i � I have submitted valid proof of same to this office. YES CK NO If you have checked YES, please indicate_ the type of coverage by checking the appropriate box. INSURANCE MLa BOND ❑ OTHER ❑ (Please Specify) �� xpirationate estimated Value of Electrical Work $_Ls.,L� Yu Work to Start Inspection Date Required: Rough_ Firia1 Signed under the penalties of perjury: FIRn NAME LIC. NO. Licensee Names F tri r�r�tllnp(� Signature LIC. NO. Address _ 5 �� b � Bus. Tel. No. Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does of have the insurance coverage or its sub- seantial tquivalenc as required by Massar.husetts General Law , and Chat my signature on this permit application waives this requirement. Owner Agent (Please check one) TSI—hnno 4n. P£RMIT FEE S� � x Location No. /,,?/ Date NORTH TOWN OF NORTH ANDOVER Certificate of Occupancy $ ss cHHU E<� Building/Frame Permit Fee $ s Foundation Permit Fee $ Other Permit Fee $ TOTAL $ X,S . 0v i Check # /ya,;9c�� 6650 /l Building Ins ctor TOWN OF NORTH][ ANDOVER A BUILDING DEPARTMENT A,PPLICATION TO CONSTRUCr REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: _ 3 X SIGNATURE: Building ConunissionerAnspector ofBuildin s Date SECTION 1-SITE INFORMATION 0 1 .1 Property Address: I�0 1.2 Assessors Map and Parcel Number: Map Niunbcr Parcel umber \ 1.3 Zoning hrformatiotl: 1.4 PropertyDimensions: "vfiatCie. If.Cll02 --- Loi Areas Fronts ie(ft) Zonm llis[rid Pro o se 1_6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Re lured Provide R red Provided Re aired Provided ' 1.S_ Flood Zone Information: 1.8�ew Disposal system: 1.7 Water S pply M.GLCA0. 54) Zoae, Outside Flood Zane Municipal on Site Disposal System .� public Privara D ry$ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 9�� 2.1 01,vner Of RecordUQA ei 'C' YYI yyl arae(P rrt) _-I" Address for Service: P 01 , d SignaturW Telephone (U) 2.2 Owner of Record: 0 Name Print Address for Service: M Signature Tele hone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Constn[ctron Supervisor: License NumberIn v i Addres- / Expiration Date Signature Telephone r< p< 3.2 Registered Home improvement Contractor Not Applicable ❑ G.d Company Name M Registration Number Address zI Expiration Date Si�nawre Tele hone i i SECTION'4-WORKERS COMPENSATION(MGL. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result n the denial of the issuance ufthe buildin> ermit. Signed a8idatit Attached Yes...... No.......❑ SECTION 5 Description of Proposed Work check all applicable) Nevi CUJASlrllCt10n Existiing Building 0 Repairs) ❑ Alterations(s) 0 Addition ❑ Accesson Bldg. l7 Demolition 0 Other 0 Specify Brief llcsciiptiu 10 Proposed Work. 14 470 AMM4 4, I —'c - - ome — ' --- SECTION 6-ESTMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be QFFICIAL USE ONLY_ Completed by perinit applicant 1. Building (a) Building Permit Fee 4 Multi Tier Electrical �o (b) Estimated Total Cost of 2 Construction c.� / Pltunbin2 Building Permit fee(a)N, (b) �y 4 Ivleclnmicai(HVAC) Fire Protection 6 Tural �l T2+3+a+5) a Check Member a SECTION 7a OWNER AUTHO RATION TO BE COMM TED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR B>IJILD-NG PERMIT as Owner/Authorized Aoent of subject property Ilereb% authori-je to act on y MN behalf;nt all matters relative to N ork authorized by this buildiiig permit application. r Si�uun>r�of 0�3ner Date SECTION 7b OWNERIAUTHORIZED AGENT DECLARATION I,_—a. U�G�J,�f/1,Ci� as Owiner/Authorized Agent of sii?ject properiv Herebt declx-e that die statements aiid information on die foregoing application are true turd accurate,to the best of my knowledge and belief i Print 1Jante 4`i�nauue of i)Ener/<\�2rnt Date NO OF STOI:IES SIZE '[3AS2\1 N"1 OR SI_kB S1/I OF FLOOR TIMBERS 1 )ND 3 RD til':1N DINIFNSk)NS OF SMS DINIENSIONS OF POSTS Dih11:NSIO.NS OF GIRDERS HI IGIIT OF FOUNDAIION THICKNESS SIZE ill- FOOTING x ?,:1.-11ERIAI.OF C1mviNEY IS 13Ct1I.DING ON SOLID OR FILLED LAND 1S 13111DING, CONNECTED TO NATURAL GAS LINE Jun 16 1000 11:�U r. 1J f- FORS[ - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval I permits from Boards and Deparmnents having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable requirements. .■.■■...■a..a..■s.r•■...a..a.`.aara..........r.■r...■...ar.■■....■a■ar.rara• ,, . APPLICANT "'APPLICANTPHONE q ASSESSORS NIAP NUMBER O LOT NUMBER. 7 ` SUBDIVISION, &IeSI I i 141 LOT NUMBER STREET NU hN i l l V_0CJ STREET NUMBER �.rr.■.•r.rre..•■ar a...rr a.a..........r..ar�•■..as ra.a.a a.a.r..a.aa.■•..ra■ - OFFICIAL USE ONLY ..a r.r.■.•..■.....■...■..•..."no.a......4 a.....•..a a a■......■..■.......■..• - RTj 1ENDATIONS OF TOWN AGENTS .wr.a• r.a.■ r.' ..r........r..•aa................■.............a.a. �( DATE APPROVED JAZ03 / CO SERVATION ADNL MIS OR J DATE REJECTED DATE APPROVED TO 4lvNER DATL• REJECTED Cn fIENIS DATE APPROVED FOOD INSPECTOR-hT:. LTH DATE REJECTED DATE APPROVED SEPTEC NSPECTOR-HEALTH DATE REJECTED CON41yfE'v"I5 PUBLIC WORKS-SEINER/WATER CONNECTION-- 01'W3 f � DRIVEWAY PERIWT J � Ad-/�&z I d C l &c c*D DATE APPROVED FW DEPARTNf-NT X77/03 DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR DATE a. AUu-36-2093 09 : 16 AM MARCHIONDA&AS'SOCIATES 781 438 9654 P. 01 20+0 t TD - rl �, I FO ®0 I I Or 1 I © fjF- ` 11 ,0 0 I -� CIF-= 163.5 0 x BF= 1623 SCD X 1� I \ I �' Oxo 7QXp 24 !( ` DECK �"7�x0 I I 70 169X5 LOT`68A 0 WIDE 11 )012\ SF �� I 12 � 1 1 SEWER i I I EASEME / f --- � 77 t1�11.r1r, PULTE HOME CORPORATION SERW THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT PLAN '' P O A IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN MAY THE MOST OPTIMUM WAY. THESE FIELD AD.lU5TMENIS BE MADE YATHOUt CONSULTATION N11H THE BUYER IN ORDER TO ETIp1=DITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 68A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA PREPARED FOR ENOINEERINO AND PLANNING CONSULTANTS PULTE HOME CORP. OF NEW ENGLAND 62 MONTVALEE AVE. SUITE 1 267 TURNPIKE:ROAD - SUITE 200 STONEHAM, MA. 02160 SOUT149OROUGH, MASSACHUSETTS 01772 (781) 439-6121 SCALE:1's20' DATE: 7/22/03 r i on oath do (authorized agent of appli ant and/or a,� it hera!Dv depose and state: ,PLEASE CHECK AT LEAST CNE DLOCj) T d1 t%e 1!'� �', CI � � _ G� 1'1G!'J1e'��_ C Y% _.4 l (position with applicant) (applicant) ( "C( the apolivant upon whom Order of a Conditions -`/•��<._�, have been placed upon by (DEF or NACC number) the: �IOi [ldcver Conserzvation Commission. i am the Li _ (pesition with owner) (owner) the owner upon whose land Order of Conc_ ens _ have been nlaced upon by (DEp or NACC number) '_ha North Andover. Conservation Commission. _ . hereby affirm and acknowledge that I have received said Order of Conditions., }O� are., :ave read the sane and -nde stand each and every condition which has been sat forth in said Order of Conditions- 7 hereby a_firm and acknowledge that cn this ca'i of 199_. I inspected said property `oaather with any and all imnrovementc which have been made to the same and 'hereby certify that each and every condition set forth in Order of Conditions are presently in canpliance_ { V } 5. I hereby affi.., and Ack""1-dgQ, that thin will be rEJ4 document UPOTI by the North kndovEr Conservation Commission as Well as any Potential buyers of said PrOPEVEY which is subject to Said Order of Conditions Signed under the ains and penalties of perjury this oz day 77- (authorized agent of -aV7JJ Cantor f Forrest View Estates Drawing Date:07/30/03 7/30/03 10:39 , HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forrest View Estates Location: Lot #68 - 154 Amberville Road North ANdover, MA Drawing Date: 07/30/03 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Ave. 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:V3610 Area per Sprinkler 190 sq ftl Orifice: 1/2 K-Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.8 psi Required: 79.7 @ 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 At a Flow of 1540 gpm I Make: ( Well Elevation 0" I Model: Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Meuthen, MA SYSTEM VOLUME 22 Gallons Notes: Garage calculation of MAss9�ti 0 G v 0.3 37 c TONAL Forrest View Estates Drawing Date:07/30/03 7/30/03 10:39 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 46.8 psi 1 111" x 114" CPVC Reducer 2 ' 120 1. 610 62 0.4 1 11i" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 1 Pipe 11W' 40x25 CSC 5' 120 1. 610 62 0.7 1 114" Thrd 90 Ell CI 4120 1. 610 62 0.7 Elevation Change 8 '0" 3.5 1 114" Thrd Globe Valve CSC "F15" 0' 0 1. 610 62 0. 0 1 1'1" Fingd Back Flow Valve Watts "70 0 ' 0 1. 610 62 0.0 1 11-i" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 62 0.0 1 141" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 1W' PVx15 CSC 50 ' 150 1.602 162 26.2 Hydr Ref R1 Required at Source 162 79.7 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 20.0 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 79.7 psi This is a safety margin of 20.0 psi or 20 % of Supply Maximum Water Velocity is 13.0 fps . i Forrest View Estates Drawing Date:07130103 7/30/03 10:39 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 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 considered on branch lines and cross mains - 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 I Forrest View Estates Drawing Date:07/30/03 7/30/03 10:39 REMOTE AREA #3 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 5 TO W (PRIMARY PATH) HEAD 5 30.7 1344" 0 0 1111" 6. 5 fps 30.0 30.0 30.0 0.16 gpm/sq ft 1.400" 1 0 610" 0. 047 0.4 0.0 0.0 K= 5.60 30.7 150 PV 0 7 ' 11" 0" 0.0 30.0 30.0 REF 12 31.1 134" 0 0 5 ' 3" 13. 0 fps 31.5 31.5 PATH 2 1.400" 1 0 610" 0. 170 1. 9 1.1 K= 5.54 61.8 150 PV 0 1113" 0" 0.0 30.4 REF B3 1:44" 0 0 1 '0" 13.0 fps 33.4 1.400" 1 0 610" 0. 170 1.2 61.8 150 PV 0 710" 0" 0.0 REF A2 114" 3 0 30' 6" 13. 0 fps 34.6 1.400" 1 0 15' 0" 0. 170 7.7 61.8 150 PV 0 4516 1013" 4.4 REF W 61.8 gpm PATH 1 K= 9.03 46.8 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO 12 HEAD 4 31.1 1'14" 1 0 9111" 6. 5 fps 30. 9 30. 9 30.9 0.16 gpm/sq ft 1.400" 0 0 310" 0.048 0. 6 0.0 0.0 K= 5.60 31.1 150 PV 0 12111" 0" 0.0 30.9 30.9 REF 12 31.1 gpm PATH 2 K= 5.54 31.5 psi Job Water Required Hose Allowance Drawn By Forrest View Estates Static Pressure: 100.0 psi Pressure: 79.7 psi Inside: 0 gpm SprinkCAD Lot#68- 154 Amberville Road Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 100 gpm Tyco Fire Products North ANdover, MA Flow: 1540 gpm Safety Pressure: 20.0 psi (800)495-5541 Remote Area:3 Date/Loc: Lot#65 140 120 - 1000 2010 Supply 80 P 100 gpm hose S I 60 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) Forrest View Estates Drawing Date:07130103 7/30/03 10:36 , HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forrest View Estates Location: Lot #68 - 154 Amberville Road North ANdover, MA Drawing Date: 07/30/03 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Ave. 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 ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: Model:V2720 Area per Sprinkler 230 sq ftj Orifice: 1/2 K-Factor: 4.20 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.3 psi Required: 74.3 @ Source WATER SUPPLY Water Flow Test 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: ( Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Meuthen, MA SYSTEM VOLUME 22 Gallons Notes: Two head calculation OF Mgssgo 2 ALLAN y oGAMER u� A C ION v 9FGISTc� gSsror�A�.�' Forrest View Estates Drawing Date:07130103 7/30/03 10:36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 47.3 psi 1 11,�" x 114" CPVC Reducer 2 ' 120 1.610 46 0.2 1 1&�" Thrd 90 Ell CI 4 ' 120 1.610 46 0.4 1 Pipe 11W" 40x25 CSC 5' 120 1. 610 46 0.4 1 11-1" Thrd 90 Ell CI 4 ' 120 1. 610 46 0. 4 Elevation Change 810" 3.5 1 lW' Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 46 0.0 1 144" Fingd Back Flow Valve Watts "70 0 ' 0 1.610 46 0.0 1 1W' Thrd Globe Valve CSC "F15" 0 ' 0 1.610 46 0.0 1 1'i" Thrd 90 Ell CI 4 ' 120 1. 610 46 0.4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11W' PVx15 CSC 50' 150 1. 602 146 21.7 Hydr Ref R1 Required at Source 146 74.3 psi Water Source100. 0 psi static, 78. 0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 25.4 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 74.3 psi This is a safety margin of 25.4 psi or 25 % of Supply Maximum Water Velocity is 9. 7 fps Forrest View Estates Drawing Date:07130103 7/30/03 10:36 I 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 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 considered on branch lines and cross mains - 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 Forrest View Estates Drawing Date:07/30/03 7/30/03 10:36 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 Pin ELEV ID T LT FITTINGS LOSS PSI/FT P£ Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23.0 1" 1 0 9111" 7.7 fps 30.0 30.0 30.0 0. 10 gpm/sq ft 1. 109" 2 0 1210" 0. 129 2 .8 0.0 0.0 K= 4.20 23.0 120 PV 0 21 ' 11" 91 0" 3. 9 30.0 30.0 REF B1 1;4" 0 0 1210" 4 . 8 fps 36.7 1.400" 0 0 0" 0.027 0.3 23.0 150 PV 0 1210" 0" 0.0 REF B2 23.3 1:4" 0 0 51 7" 9. 7 fps 37.0 37.0 PATH 2 1.400" 0 0 0" 0. 100 0. 6 0.0 K= 3.82 46.3 150 PV 0 51 1 %" 0" 0.0 37.0 REF B3 11-4" 0 0 110" 9.7 fps 37 . 6 1.400" 1 0 610" 0. 100 0.7 46.3 150 PV 0 7 '0" 0" 0.0 REF A2 1:44" 3 0 3016" 9.7 fps 38 .3 1.400" 1 0 15'0" 0. 100 4 .5 46.3 150 PV 0 4516" 1013" 4 .4 REF W 46.3 gpm PATH 1 K= 6.73 47.3 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO B2 HEAD 2 23.3 1" 2 0 9111" 7 . 8 fps 30.7 30.7 30.7 0.10 gpm/sq ft 1.109" 1 0 910" 0. 131 2 .5 0.0 0.0 K= 4.20 23.3 120 PV 0 18111" 91 0" 3. 9 30.7 30.7 REF B2 23.3 gpm PATH 2 K= 3.82 37.0 psi Job Water Required Hose Allowance Drawn By Forrest View Estates Static Pressure: 100.0 psi Pressure: 74.3 psi Inside: 0 gpm SprinkCAD Lot#68- 154 Amberville Road Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 100 gpm Tyco Fire Products North ANdover, MA Flow: 1540 gpm Safety Pressure: 25.4 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#65 140 120 10040 Su' 80 P S 100 gpm hose I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forrest View Estates Drawing Date:07130103 7/30/03 10:34 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forrest View Estates Location: Lot #68 - 154 Amberville Road North ANdover, MA Drawing Date: 07/30/03 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Ave. 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: Model:V2718 Area per Sprinkler 160 sq ftj Orifice: 1/2 K-Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 116.0 psi Required: 49.8 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm 1 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 1 Make: 1 Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Meuthen, MA SYSTEM VOLUME 22 Gallons Notes: One head calculation OF 444ss9n ALLAN y CAM m • Cq Forrest View Estates Drawing Date:07/30/03 7/30/03 10:34 , HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 16 31.9 psi 1 11-�" x 14" CPVC Reducer 2' 120 1. 610 16 0.0 1 Di" Thrd 90 Ell CI 4 ' 120 1. 610 16 0.1 1 Pipe 11i" 40x25 CSC 5' 120 1. 610 16 0.1 1 Di" Thrd 90 Ell CI 4 ' 120 1. 610 16 0.1 Elevation Change 8 '0" 3.5 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 16 0.0 1 11-�" Fingd Back Flow Valve Watts "70 0' 0 1. 610 16 0.0 1 11.�" Thrd Globe Valve CSC "F15" 0' 0 1. 610 16 0.0 1 11i" Thrd 90 Ell CI 4 ' 120 1. 610 16 0.1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11i" PVxl5 CSC 50' 150 1.602 116 14.2 Hydr Ref R1 Required at Source 116 49.8 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 116 gpm 99.8 psi SAFETY PRESSURE 50.0 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 49.8 psi This is a safety margin of 50.0 psi or 50 % of Supply Maximum Water Velocity is 6.0 fps Forrest View Estates Drawing Date:07130103 7/30/03 10:34 , 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 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 considered on branch lines and cross mains 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 Forrest View Estates Drawing Date:07130103 7/30/03 10:34 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 Fin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 16.0 1" 0 0 3" 5.4 fps 20. 9 20. 9 20.9 0. 10 gpm/sq ft 1.109" 0 0 0" 0. 066 0.0 0.0 0.0 K= 3.50 16.0 120 PV 0 3" 0" 0.0 20.9 20.9 REF 11 1" 2 0 910" 6. 0 fps 20. 9 1.049" 0 0 410" 0.086 1. 1 16.0 120 40 0 1310" 9 '0" 3. 9 REF 10 1" 0 0 2110" 5. 4 fps 25. 9 1.109" 1 0 510" 0. 066 0.5 16.0 120 PV 0 7 '10" 0" 0.0 REF Al 11-4 1 0 25 '8" 3. 4 fps 26.5 1.400" 0 0 310" 0.014 0.4 16.0 150 PV 0 2818" 0" 0.0 REF A2 1144" 3 0 3016" 3. 4 fps 26. 9 1.400" 1 0 1510" 0. 014 0. 6 16.0 150 PV 0 4516" 1013" 4.4 REF W 16.0 gpm PATH 1 K= 2.83 31.9 psi Job Water Required Hose Allowance Drawn By Forrest View Estates Static Pressure: 100.0 psi Pressure: 49.8 psi Inside: 0 gpm SprinkCAD Lot#68- 154 Amberville Road Residual Pressure: 78.0 psi Total Flow: 116 gpm Outside: 100 gpm Tyco Fire Products North ANdover, MA Flow: 1540 gpm Safety Pressure: 50.0 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 10 Suppl, 80 P S 1 60 100 gpm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) (=r wall Management Bylaw Exemption Statement r ��tit icrth,Andover wilding Department ?i us torn snarl Cc wzaci to assist tns Euilding 04partrment in their determination of exemptions under seclon 8.7,6 of the l`Wuvri ut`.Ncrtn Andover GroveA Management Bylaw. The building applicant shall p avide.all of the necassan/information rc-I rt, on 8uii0ing Permit (below) ,ddresgi of Propefij for,Pemit(below) iii` t1r1-parcel: r ra--Zia of plication► (check 4elowj Pjjci14; Nt,(nlaercfAppiicant ingte Family _Two Family I U-1*undursigned applicant fcr t above property aRast that the attached building permit;or which this feast i;s_eampi etrd do" zQmpiy with the E,{EtYtPTtON zedon 9.7.6 of the North Andover Growth rviatiaL-g.tMarlt Bylaw. I also understand providing this form does not absolve me or any parry to this permit from the requirements of obtaining=or permits required prior to the issuance of the 9uilding Permit. Fzur+r,etr i urtd+erstand that my interpretation vfthe EXEMPTION status is subject to review by the Building w; prairarnent and is only of QWiy atxspted when the Building Permit is issued. E,4,w4 on wcwn VA of the North Andover Growth bylaw the above lot and the work as applied for on the awovu Irat, in the bui4riq.permit application and aui;ciated attachments,complies with one or more of the raailctv,inq s+esticns as induatsd by a check marls. `thin is art tppiicadon for a building permit for thee enlargement.restoration,or reconstrucion at;i dwelling in riaucatcat as of the affective data of this bp4aw,proviolad that no additional residential unit is created. _ 'I"rag jot(z)wisps was awwd prior to May 6, 1986 are exempt from the provisions of this Section 8.7 of the Zoning tyMialn- , This apptt"tlan ix tar aweding units far low andfor moaerate income families or Individuals,wheys al1 of the ,;aaciticna of V.&r.am met and/or ntpresanm Oweiling units for senlQr residents,where occupant:j of the units is r arri¢'.sad to sanior persons tnraugh a properly executed and rscardcd deed restriction running with the land. For ¢urp^ of triia seaian'seniar ahaA mean pi'rsana over the age of 55. -t...-...Thio appacaden iz a pan at a dsvelopMQdt prCjeCt which valuntartly agreed to a minimum 4C%permanent rrcaucaan in 404"4. (Uildatilr lots),below the dansity,(buildable lots),permitted undarzaning and feasible given the mnviroinmeaw conditional of Ute tract,with the surpiva[arid equal to at least ten buildable acres and permanently design"O'd as open spaota and/or famlland.The ural to be preserved shall be proleCal from development by an AgriQ;tlG,tral Fnnarrvatian Rsstriaivn,Qnservat on RestriQion,.dadicatian to the Town,or other similar mechanism apprQVQd by the Ptanniag 6aard that will onsur+e its protection. 'r,hia appticauan rsprestrim a traa of land exiatinq and not held by a Oevelcper In ccmrnon ownership with an cjacmt'pxresl on ter tffeixive date of this Ucddan 4.7 shall receive a ane-time exemption from the Planned Growth Rate arxd flevelopment Schrdultng previsions for therpurpose of conztructdng one single family dwelling unit an the This appiicanon represeaa a lot which is ready for duiiding permits,(Le,all other permits from all other boards and Litmrrtisslon8 have been fscaivrd and the project is in oompitair"with those permits),and the Oevelopment schedule dga:t net accamrnQ"te lasuing it building permit In Ihat Year,ane building permit will be issued per Year per Ow'ejopment Wella such time as the 06*0104mant schedule accommodates issuing building perrnds. Appifc2nt must jj,pgiy ap£ravwd form u with this C5.EMPTION, r jnssaa provide any and all information that would assist the Building Oepartment in making a determination' that your application is allowed one or more of the above EXEMPTIONS. sjGininG bciooe I attest to the accurlcy of the information provided and that thz attac,icd building permit iz s;io+nad an i <Ei&tPTIOry as cited above. Fu her I understand that the submittal of misleading and or nacc�iaa ins Tian, ar the checking off of an above iLefn which does not comply,whether done to my : . ledge,ci not. . graunos for iusal by the ildin apartment to issue a Building Permit. / l �3 _:anaure of wnar or Aucn9rr7,ea Agent Who sal the Atmcriao EiLulaing Permit 02te 1h14i rorrn must ba armchad Co the Building Permit upon application for such permit ✓fZ� t[llYI3Wl4fY7LCC62GG1L ilL�%VLiFA7CG(ilLi.*leI1A <?: BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077396 'his', �f• Birthdate: 03/02/1962 Expires: 03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON 222 SEAMES DR ..a MANCHESTER, NH 03103 Administrator i BUILDING DEPARTN1ENi T DEBRIS DISPOSAL FORM Ise accordaucc Witll The gcovisioas of MGL c 40 S 54,a condition of Building permit Num Is drat the debris resuitiug form chis work shall be disposed of in a properly licber deducd by MGL c 11, S 150A ensed solid waste—dispo�sa l facility as The debris Ivid be disposcd of in: r Location of Facility Signanue of Permit Applicant Dai NOTE: Demolition lxnnit from the Town the Bof North Andover must be obtained for this projcct through the Off cc of the uiidinb Ia�-lxctor i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation insurance Affidavit t Please Print Ci;=illc: _tom --- --- -- Phong �m homeowner peaorrning all work myself. I I an a scie proprietor and have no one working in arty capacity r 1 I airn an empioyer providing workers'compensation for my employees working on this jod. ` 01- Al. _ Jcire��s �r�1L� =��ti��/Xr✓ �C�[J- � Glt l"L� ��Cl Phoned 31:, �:�rnr�;tnY na,ne: i!iJ,�aJ Phone# nsui�nce Co. F a lum la secum covsrage A regtrtred under Section 25A or MGL 152 can lead to ltfe imposition dufmfnal•penalties of a ring up to 51,540.co zna'c�r ana y rs'imprucameit as well as civil penaltims in the fort's of a STOP WORx oRDER and a fine of(b1o0.00)a day agnfnst rt,*. I WIacnrz"min a copy or tn7s stazernrnt•rn�y be forwarded to the orffce cd tnrestlgations of Ne DIA for coverage writication. 0o CtcXy axuty ur;ucr Ind pains anu penaQies ofp&fwy that th*knbRnalian proviced a6ov4 is trop andcwract, ;i1Sil3LLJIt� ^� Date -rint name Phone# riot "e only do not wnta in this area to he completed by city or town af8cial' Q Boding Dept j :.'i >imm�ai�(z:�spc:ua SiCQuirny Building Dept p L1ct=nsing Board p Selectman's Once Cj ,ear_ :aen, Phoae x Health Departtnerit Ocher D ' Hug-u-u1 4:52PM; Page 1 /1 CERTIFICATE OF INSURANCE ISSUE DATE: 8!6!01 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pulte Home Corporation of NE COMPANIES AFFORDING COVERAGE 205 Hallene Road,Suite 211 COMPANY A Pacific Employers Insurance Company Wan,vick, RI 02886 COMPANY B Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EFFECTIVE l EXPIRATION TYPE OF INSURANCE POLICY NUMBER I DATE DATE LIMITS - — —...— _ GENERAL LIABILITY GENERAL AGGREGATE $15,000,p00 COMMERCIAL GENERAL LIABILITY GLA-0292043 5/1101 511102 I PRODUCTS-COMP/OP AGG. $15,DD0,000 ON AN OCCURRENCE BASIS $15,000,000 PERSONAL&ADV.INJURY EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: FIRE DAMAGE(Anyone tire) $1,000,000 1 MED.EXPENSE(Anyone person) $5,00D AUTOMOBILE I COLLISION DEDUCTIBLE LOSS PAYEE COMPREHENSIVE DEDUCTIBLE , COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 I 5/1101 I 5/1102 i (Owned,Hired&Non-owned) ADDITIONAL-INSURED.- EXCESS NSURED:EXCESS LIABILITY I ! EACH OCCURRENCE i AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 511/01 511102 STATUTORY LIMITS EMPLOYERS'LIABILITY I ......EACHACCIDEhIT ... MA,NVI SCF C4 309181 5 5/1101 5/1/02 DISEASE-POLICY LIMIT $1.000,000 $1,000,000 — ... DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY I I REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYFE.: IN COURSE OF CONSTRUCTION: —... ._ PER OCCURRENCE LIMIT MORTGAGEE: SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBLF PER OCCURRENCE OTHER _.. ...... I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLESISPECIAL ITEMS Residential construction,North Andover,MA CEtRTIFICATE HOLDER- Town LDE CANCEL ION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED North27 h ACharles 19S S Beet BEFORE THE EXPIRATION DATE THEREOF,WE WILL ENDEAVOR Nndover, tulA 01845 TO MAIL 3Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED REPRESENTATIVE W, _Ism�Jvr VAN; 13034708572; Jul-29-03 2:24PIvI; Ilern-jit Number Certificate. Checked By/Date lb k1fc'',C STE HARETAcOwc k\NIodeiEner.gyCodc\M AS C H ECK'lot 6ofv,rcic Elt,,-aflozi 4 3 % 1j-' <J C Fat-mly I�JIFQFLMA DON: UWWO 1 Mcb,�2-%i d n1evatiou;.' 3 >xiLfj no addilional options i!t N.,C'L-':7passes KA 1 h1wr Om Ux Any. Gross Area 01' cavi'y Cont. or Door Perimeter 1t-Value R-Value U-Factor UA (A�i ur sci�m'ol Truss 24 3a.0 0.0 0-': -iiigo Scissor'Fruss 966 1&0 00 29 cmko"� i iLL scissor Trus-5 434 W! i- Wood Billy, 16-ox, 97,2 13.0 0,0 80 VVAI A Wood 4inue, 16"o L:- 54Q IYO O.G 44 10d A Wood khme, 16"o, 540 13.0 0.0 44 "OU 4 Mod Pot, N"m 972 13-0 O'o 45 Vimdm: 0522-3-;Virl !Fiame,Double Pane with Law-E 43 0.340 15 tr'irrsona: VmO fmal,ON&We with LomE 18 0.310 6 Alujow: 204640%yl Frame.,Double Pane with Lov,--E 19 0340 6 6- %v/uansorn: I`Vublu Pane w4h Low-L 45 0,300 13 Vhiy!Fr.!me,Double Pane-With Low-E 171 0.340 58 Ala?" 14 0.340 --o"o'—�2: %,'wyl fi-Lint, Double Pane with Low-L 68 0,340 23 Dom Solid 33 1280 9 sood OA80 3 L"t S :r,-ie I -L")l 0 0 13034798572; Jul-29-03 2:24P[vI; Papa 3 i'tA-10T kilt/Truss,(Dyer Unconditioned Spa& 24 19.0 0.0 ,vo I All JOist"TrUss, Over Unconditioned Space 952 19.0 0,0 45 11-W!, Joisv],-u5s, Over Unconditioned Space 30() 19.0 0.0 14 Oi'foist,,"fr Liss,Over Unconditioned Space. 140 30-0 0.0 5 fwsP�0 Hot A ii,81 AFUP 'COO 11 [,�\JfcS,'MATEMI ENT The proposed building design described here is consistent with the building plans.specifleationS, 4'ciolls subillitled with the permit application. The proposed building has been designed to meet.the 1995 IYIF(,-' ill.)ZE,Sutie4IVersion IS Release Ib (formerly MECchec�and to COmPIY With the filalidaLory requirements Ilisted in Checklist. Date r - --= - ------------- L Assernhly Tyfw Wdrh x i erx+th - Gross area Comments/Des&ption ro r-r 1 ,Flat Ceiling or Scissor Truss 2--0- 17-0" 24_CO ft2 second floor ceiling area 2 'Rat Ceiiing or Scissc3 Truss 34'-0 2&-0" 966.00 ft2 second floor ceil irig area Cz 3 Rat Ceiling or Scissor Truss 19'-W Z2'0" 434.50 ft2 second floor eiling area o c 4 5 6 7 8 9 10 11 12 13 14 0 15 �p 16 LOLO 17 m u� 18 ro N 19 �. 20 21 f 22 23 F 24 ` r 25 26 N rD O ril N N CT -O ,u CD ,Ceiling N�ea Total: 1124.50 . tS38' -. r LO L 4sseribly Type W nth x length = Grass area Commentsf'Description 1 All-Waod JoiSVTruss,Over Unconditioced Space 2'-0' 12'-4' 24.00 ft2 floor area over basement W 2 All-Wood Jaist[Truss,Over Unconditioeed Space 34'-W 28'-0' 952.00 ft2 floc area over basement 3 All-Wood Joist/T,uss,Over Unconditioned Space 15'-0' 20'-CI' 300.00 ft2 floor area over basement o 4 All-Woad JoistlTruss,Over Unconditioned Spacx 7'-0' 20'-0' 140.00 ft2 floc area over garage 5 6 7 6 9 10 11 12 13 14 0 15 1E � 17' m 18 N 19• 20 21 22 23 24 L 25 F 26 N O N N N G7 t G, , Area Total: 1416.00 co )7129,J3 1 140 23 1r1 �� r r Add Ea Ctoar Type Unit T,gat I Cornmentst D Lig ary Name sst+ntrty ype Quan�ty 'Width x U Factor SNGG Height = Area Area cescriGtic, 1 1 3-0x,6-8 wi 2 sidelights Solid 1 5'-D" 6-8" 33.33 33,33 ft2 0.280 Front Entry wl 2 0 S4de4' hts (D 2 2-8x6-8 service door Solid 2'-8" 6-8" 17.78 1718 ft2 0.18D Garage Service Door 3 4 5 fi 7 i3 9 10 11 12 0 13 j W4- 14 14 'v 15 m txI 16 y 17 ? 18 ' 18 20 21 23 r r25N cNp 0 N) r� CP 0 -o m icor!-Vea T,4a1:5 1.1 1 r L Add to WincbwUnit To COMIrents/ Liurary Name Asse nbly Tyne Quantity 4Vidth x Height = Area Area U Factor SHGC Description 1 2852-3 Vinyl Frame,Dou 1 8'-3" 5'-3' 43.31 43.31 f12 0.340 Superseal Low E Argon o 2 19313-2 casement wf transom Vin Frame,Dou 1 T-11' 4'-7' 17.95 17.95 ft2 0.310 Superseal Low E Argon o 3 2046-2 Virlyi Frame,Dou 1 4'-1' 4'-7' 18.72 18:72 ft2 0.340 Superseal Low E Argon 4 6-0x6-8 slider wl ransom Vinyl Frame,Dou 1 5'-11' 7'-7" 44.87 44.87 f'.2 0.300 Superseal Low E Argon 5 t 2852-2 Vinyl Frame,Dou 6 5'-5' 5'-3" 28.44 170.64 ft2 0.340; Superseal Low E Argon n 12&52 Vinyl Frame,Dou 1 2'-9" 5'-3' 14,44 14.44 ft2 0.340 Superseal Low E Argon 7 2862-2 Vinyl Frame,Dau 2 5'-5" 6-3' 33.85 67.70 ft2 0.340 Superseal Low E Argon B 9 10 11 12 131 1 O 14 15 cD 16 W 17 ry 18 19 20 21 22 23 L- 24 24 F 25 ro (D O N N G"7 VVirtdcw Area Total: 377.63 r y Assembly Ty{-e ;_er'iglh a Height — Gross Area ID 1 Wccjd Frame, It 6"c.c, 54'-T 18'-0" 972,00 ft2 front elev. 2 Wood Frame. 10"c.c. 301-0' 18'-0"' 540-00 tt2 t' h1 elev. Wood frame, 16"o.c, 30'-0" 18'-0" 540.00 ft2 {eft elev. 4 Wood Frame, 16-c.c, 54'-0" 18'-0" 972.00 ft2 rear elev. 5 7 8 9 10 11 ' 12 _ 13 w 14 Cl 15 � 16 cc 17 18 ^� 19 y 20 --- 21 22 Z3 24 25 r' 26 IF 0 cil ro ro :J r> EsIemer VVz ll Aroa Intal:3J24.00 c, 07,23±Ci3 34`:x;:2 111 ` ORTiy Town o �_ � s , .;:. 6Andover No. -�_= SAKE o. dower, Mass., c� — '—0.3 A- COCMICKEWICK ��- 7d ADOATED PPPG" SSAC HIJ FOR EXCAVATiON' AND FOUNDATION ., THIS CERTIFIES THAT 't .....��.................... .'� ....... ......."•••••••.:..ZC... ............................... ....... .... has permission to excavate and pour foundation at ./t 4 0 W for the purpose of.....1.. 00 M� Off. .... .... ... .... ............. ...................................... The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. `Og C/ /), 91, 19, /S-'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. ""VAT ................. ........................................... BUILDING INSPECTOR TAO R TH Town ofRAdover V" No. /3 / _ _ z -3 0COCHICH .19 0 dover, Mass., ORATED RArED BOARD OF HEALTH Food/Kitchen PERMIT T D, Septic System BUILDING INSPECTOR THIS CERTIFIES THAT........? A�.........44we_x......... ........... ................... .................... Foundation has permission to erect................../.................. buildings on .)d. 6.$..... ....... Rough to be occupied as...cf.Apv#?'.0�01 Chimney .... ............... . ....... provided that the person accepting this permit shall in every respect conform to'the'terms'of"the'application on file in Final this office, and to the provisions of the Codes and By-Laws relating to t nspection, Alteration and Construction of Buildings in the Town of North Andover. /'�)g 0,//,2o, V3 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough .............................................. Service ........................ BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on ' n 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. s SPECIFICATIONS PRODUCT ACTION REQUEST P .A.R. _ _ CODES DRAWING INDEX N ACTION REQUESTED: RESPONSE: .GENERAL REDLNREMENT DESIGN CODES -4 CA)nI I. beak Performed shall comph with IAD tolbwing: 1.DO SPECIFICATIONS, SCHEDULES, &INDEX PAR#PH99026 PAR#Pb'99D26 R, A, tNa'e gaxeral note,rmless otnembe robed on plane a product DATC 2-10-99 BASED ON CA,B.O. BASIC BUILDING CODE 2.00 FOUNDATION PLANS m spccificater, DATE 2-10-99 1995 EDITION aCTIDN WOJESTED RESPONff 2.01 FINISHED BASEMENT PLAN B. All applicable bcal and slate codes,ordlronae and noulal I.AOJJSf STRUCTURAL IN(CRNAlION PER MEN EIVCINfFR1NC 1.ADJUSTED STRUCTURAL INFORMATION PER NEW FApflEERIN;. BASED ON B.O.C.A. BASIC BU'LDING CODE 1996 EDITION C. In sreop.here me arbwirgo do nal aemw' meth idagy, 2.IDD PARTAL PIANS FOR OF DONAL OIL HEATH0 CONDITIONS PER ATTACHED SKETCH SHEETS EITECTED-2.10,201,400,4.m,5.00,501,5.05,BOB,. 5177,7.00,&OD,8.41,9.00,9.DI,16.fQ 16.01 3,00 FOUNDATION DETAILS` the c.mauder shop be bound to perform in strict eomplsno,with 3.ADJUST PLANS 0 CHASE LOCATION AND PLANS PER PRUWOED SKETCH 2.ADDED PARTIAL PUNS FOR OPUCNAL IXL(EATING CONDI%0X5 PER ATTACHED SKETCH BASED ON MASSACHUSSETS STATE BUILDING CODE 760 CMR 8th EDITION maaufoaurer's specgial'ucrts and/or res-Onladollons. 4,ADJJSf KITOENS k BATH S'l PER REDDNES. SHEETS EIFECTED-4.00,4.91, &On,&O1,9.00,9.1,13.0,1301,(102,14.00,14.01,14.02 4.00 FIRST FLOOR PLAN 2. The general nates and Lyplwl details apple Ihroughoul the 5.ADJO STAIRWAY FROM 3'-1°TO 3'-3°. 3.ADJUSTED PLANS 0 CHAT LOCARON AND PLANS PER PROYDED SKETCH 4.01 SECOND FLOOR PLAN A f{ job unless athxrriu rales or shown. SHEETS EFFECTED-2.00,201,404 4,01,&00,801,994 9.01.13.01,13,02.14.01,14.02.PILL.16.01 p M 3, Disaegnciee: The controdar shall camp n,end 000rdnate 4.ADJUSTED KITCHENS&BATH @ PER REDDNES. 5.00 ELEVATION #1 +' Q on drAelmw,whin in the opn'an nl the eoetroear,a diacreparcy SHEETS ERECTED-4.00,4.09,6-DOL 7.01,1403,1401 DO deN no ahaN ma.Ph report N to IN AraNle lar paper ad;Nad aro 5 ADJUSTED STAIRWAY FROM 3'-1'TO s-3'. BUILDING CODE ANALYSIS 5.0I ELEVATION #S } a+) before proceeding an IN the work. SHEETS EFFECTED-2.03,201,4.00,401,5.00,501.5.05,Sob,5.07,&M{8.01,0.00,9.01,13OD' 5.02 ELEVATION lig FD 4, Omissions: In the dent Certain fmtgres M the oandrudim 13.01,13.02,14.00,1101,14.02,16.W,16.01 - 4 - O of folly shewn an the J,arv,b.teed,aest len stroll be of USEOROUP; R-4 5.03 ELEVATION 4 e Me came aharode,ore far,'molar candalanr ihd are shown or noted. CDNSTRUCRONCIASS: LNPROTECim K 5. All Nada is to In personnel in a pro'esaionol manner and ACTION REQUESTED: .. NEI &AREALI1dTATICN; 2 STORYMA%IPJM NOT 35 FEET 5.04 ELEVATION #5 - NOT USED N In aceipPIi with dzdard pradix Oad conslefent with manufacturtr'rs • 6 wppller'a recommended ial o r col f"ed urd PAR#00055 EFdERDENOYE rRi @ ga1AUL GR RF9oE dNDOr5 FROM 34 sElVxc IO06 5 05 BLEVAT[ON #6 - NOT USED " 6, Dimensions shall be read or aoloa'wed Ard ower oealod. DATE 03/24jD0 91A11 HAVE A NIH60M OF S.7 Sp F7. All dmeraians ale m the rough unless noted attere;n. An drawings 5,06 ELEVATION#7 --NOT USED ab al 1'-4'-D"0,A'=1'-0')unless noted otkreise. I. PRDVDE BOTH 1_%2D&26A SIRES JOIST AMJIS, 1. OICT3;F9 FOR TRAP PROELENS-NOTED 0Y165.TO BE FOR B)TH 20 A 26A SERIES, 0AIR /HOLSECELIAWWALLASSEMBLY; 1/2'cw3JN e0arm OR 5/B'C1P9Ad BOARD 9 FsgUdffO-WAIL C[Nt[RETE{iOUNdl110NS SHEETS CfFEOffD-8.00,&OOA,&01,&01 A,ALT.8.DI,AL7.8.01A &LIE UNG W/2O MN.GARAIAA1I DOOR 5.07 ELEVATION#6 2 .ti C&CRE ACTION REQUESTED: 0 INTWHISTAIRPRCIEGTIM (D LAaR E U2`clZ Ill 10 ALL 9JAFACES I,H ACCIEWLE APfA5 6.00 REAR, LEFT & RIGHT ELEVATIONS fl I. The aana,ate prepediea shdl be an Iallawe Dc'r>YGNIph06; M LOAD FLOORS 40 PSF 7,00 BUILDING SECTIONS Nin.Comp strep h Min.aggregate PAR 1 CI-059 _ LK LOAN ACDF; 35 PSF(LIN TOP CORD)it. P I si.e SL= DATE:06/07/01 DEAD LOAD: FLU AREA 1211 7,10 KiTCHEN & BATH ELEVATIONS �I Footings 3070 1/2-I 4' +/-1°) 1. Redesign I'll had Basement Ian to work with t.Perlin Rien. 1. Redesigns!f'mished Basement Ian b wok with t.Florida Rao.. (2�;201;13.00;14.00;15.01) LEAD LQeD ROCS: i7 PSF(1nI1S56) Slab an 7ogogNr) 1/2- +"(+J-1/P l 2. PrtrHe LVL beam oxer I6w�n m Opt.Dodao R�DMn. z Replaced!BM W u x u oar IFManm 0 0 I Florl�do Roan w a 1-3/4' I6'Lu. 1s 91 M«s=m PSF 8.00 FIRST FLOOR FRAMING PLANS Bade 3bDC(EXfJCI,PACE P D• I() A ( ) Wens 3600 1/2-I 4"{+/-1/2' 3. AnhNe pines that slow Master Dressing w/owner tub and rake altemote dons standard. 3 Archwed plana that shoe Made Orating w/a.-tub and mode dtaate pme standard. SND LOAD=18 PST 8.01 SECOND FLOOR FRAMING PLANS �1 2. Concrete Park shell aani to all requirements of ACI-718-89 (4.01;6.W;7.10,&01;91 9.01;1301;1402) STAIR LOAffi=ID PF and ACI 391-72,Specifications for sirudural concrete for buildings. 9108'LOAD=35 P5F 9.00 CEILING FRAMING PLAN 3. NI wir,oraement,crehooballs,pipe slearns and other insert D,OI ROOF FRAMING . shah be Positivele secumc in place More concrete Ia placed. ACTION REQUESTED: RESPONSE: _. 4. Provdw 95%bockfil campodlrn at 6'byem wt all okte 164629 SE/3W= 140 SF,REQUIRED 10.00 TYPICAL WALL SECTIONS and footings. Backfill b be of apprcoad motbriD. PAR 01-376 ATTICVEMI AlION: RIDGE Or• 45 LF.% .Cd5 FREE AAEA/If. 4.U85r �J S. RDII IEanawman notes for raostancemem Occasional DATC 9/10ft(2 bill VENT= IDIU,l .OAS FREE PIiEA/LF= 4.68 S.F. 11.00 STANDARD INTERIOR/EXTERIOR DETAILS •" 6. To edge of control joints and at slob 10 vol loilds. 1.Provide new en house and correct all affected booms and 1. Provided new enalrecrin on house Remowd all beam reference and TOTAL PWJ'dLFD= ILA St. 7. a'asterion Blob-an-grade comrdc shall m,t h At lose 1 SR gineeride an g #e 11.01 STANDARD DETAILS an more than 7%air ANmi-Phi. reference#s. Provide details a5 needed. Remove all dropped beam and placed new ones on plans. The 7 1/4'LVL header above the bulkhead has - o header info from framing plane and place an floor plans per attando•es and been replaced with double strand band board. The(2)2 x 12 beam under 11.02 STANDARD DETAILS N� au^do o" beam Imes. 'may 1. Fooling depdvs ore shown on:he xe6oa urtess dherwix firs{floor sf n landing has dean replaced with a(3)2 x 12 beam, The(3)2 be9Wk,UM(p4A111TSCPDPENN0.£ WAaND: n R Y'ue=2.06 11.03 STANDARD DETAILS 2 Add bearing wall cailouts as required. N aced,roofings Scall Oban a minimum of below into ongnol ie 12 bel under the.m. (Iver cased opening between the foyer and Hitchen Wnlum�Vakn•1.30 HH undsWr6ed sol and a minimum of 24'beloa tiidlad grade 3. Note 2 x fi exterior Foyer watt is(2)2 x 6®1fi"o.c balloon homed. 12,00 STANDARD FIREPLACE DETAILS � with a 11 1/4"he beam. The 5. LVL beam If the garage,under{he second 36"-FrcderirL Co.SAD.k Horsham Township,P4 City of Rededek,MD; Correct all elevations to sfiow the 2 x fi exterior Foyer wall and dimension the DODPLS Entry R Ydue=144II 42°-Rhode Island;48°-Mass.), Where national,step footings to ratio of thickness of the well, floor, now has the reference#105. Provided reference#102 to the LVL beam SOb A down=159 13,00 BASEMENT MECHANICAL PLAN shove the opening between the Living and Dining rooms,to the 11 7/8'LVL 2 M:izsh to vertical. 4. Adjust the optional tray ceHing layout per new struchurol mark-Ups. SNYL1SHTs: RAd"ir357 13.01 FIRST FLOOR MECHAMCAL PLAN 2. Where conditions dnelDp raauiring changes In excavations, beam, 'hal replaces the(2) 2 x 12 with 1/2"plywood prey ously called out, e,.eh ahangno shwa be made directed by the Geeterheoal Engineer. Dhow the Powder room,and to the 11 7/8"Lkti that replaces tie(2)2 x 10 13.02 SECOND FLOOR MECHANICAL PLAN 3. SOL inveaLgaeor and report: All earth work,compaction /Q/��/ //)� _ /1� / ,.,//�,ya header above the standard twin windows in the Dining room. The flush 9 1/2 VDUJMECAICUUVIIC418; 10285 cf. 6ABFRRINT 9ABAREAMWAILHL ^'1 and srpenie n shaR be dans per nocanmendotiata of soil � _�/�J / /[I,(/ `G�� /�( LVL beam at the optional rear bay window was replaced with an 11 7/8"LVL 12M of. hnerllDOR RA$rFLDarArA%wuNr. 14,00 BASEMENT ELECTRICAL PLAN nw:aagatfm report. Calibrate slob and foaling calculations are bases ///VVV(((/// `' Y#'1�/'L'i V- 777\\\ 3878 s i. SIO RDOB GAINIM NFA%NIllMrPB[OAY BPACE119 1 on a 2000 Fat come NJ the a'ae reel borings ina'aace lesser varves, beam with D total of 3 lacks and 4 studs at each Dna. TTe nusn(2)2 x to yOX. SMTaa MUNDxla 14.01 FIRST FLOOR ELECTRICAL PLAN notify ATCHthd so Lal necessary Lost nn gP hi l I can be made. beam over the optional side bays was replaced with continuous rim joist with 7238 cL WP' FROM 14.02 SECOND FLOOR ELECTRICAL PLAN on 11 7/8"LVL,There was 1/2' plywood added to the (2)2 x 10 header w eeei EA3ffN1ffi over the kitchen window.Replaced the 2 x 12 with 1/2"plywood boom above mTx H577 of. 15,00 NOT USED Water Croda the Powder room eUh (2)1 3/4"x 11 7/8" L4i's in the first(lour system. 15.01' FLORIDA ROOM 1. All lasts,rafters,as heoders shat k,r,An otherwise Changed LVL beam bove the close:next to the door entering the garage from 16.00 OPTIONAL 3-CAR GARAGE FRONT LOAD and Ham-Fu#2 with the logorring minimus aaowObla staeaes ® �wg And modulus of elaaTcity. th LVL beam to t (2)2 x 12 now su Beeth with ( the cased opening between E-- A, Extreme fiber area: Fb=850 PSI{Repel.momber) the Kitchen and the Foyer is now supported with(2)2 x a at each end 16.01 OPTIONAL 3-CAR GARAGE SIDE LOAD 9. Fkximntal Phaar: Fv=70 PSI 'instead of 2 jacks and 2 scads at ea h and. Increased the wood beam option ABBREVIATIONS C. Compression,aerosol to grain', Fc-105 PSI at the side load garage from(2)1 3/4"x 18"LLL to be a three ply LVL. 0. AAvdulus of desbcily: E=1.3fJ0,OD0 F51 Also the noted the support for the beam options at each end are the(4)2 x All ANCHOR 31 aA GPM R9. KIM to BTFRENCI 2. Hem-Ir may be subaliluted,Subsi'paries shoo meet w-e or x-6 requirements rated above B past when the LU is uses and c 3 1/2'ad),stable,column when the 12 x AEC. ADM Mw I'M G0.v CILYANDED R1m. A I1fd psaprrom SPF slue grebe properties(2 x 4 or 2 x 6) 19 steel beam is used, Added reference#106 to the beam at the side load Ana 'rubabli/NAUSTABM Cc. CODE CONTRACTOR woo REWRm G IN-676 garage door. Added 1/2"plywood to the(2)2 x t2 header above the AVID I NNINARFils Tull Go,OT. (ENE"RAL Fora. RAIKE Fel .0. MLMDUY alp. GYPSUM RD. ANNE .� fv=70 psi 16-tool frons load garage door and increased the studs at each end to be 5 ,war. u4g1oR c1. ¢uEIN ftO: ROUGH aftNNG to Fci=425 psi instead of 2. Added a L7 x 4 x 3/8 at the 16-foot front load garcge door * ANIII R Rea fc=675 except at elevation #8 at the brick oplion with the reference#104.At elevation Aral. FlNHfHWM RE Howe HNRE - Red poull E 1,A'000 pct 08 o L4 x 4 x 3/8 wlth a continuous 3/8 x 12 steel plate weldec cantlnucusly 0 AI HD,Wo HIfDAIXD SC. skiNOT. Yf00fl NGIISFRm FAANfn SYSTFN[i to tha angle at the brick condition with the reference#103. Increased the .. low Nam. NOMllT1i aROATALLT �H[NAOC number of studs al each end of the header above the foyer door from 2 to 4 boa YNONO HE s16 9IELF Trus W Pn,shmr des'g,Ndent Doty. Tmss manufacturer to y RA READ' Nffl NFAM6f8 91L sm b A:I Routine.da.dad wbmit oho studs and noted the¢s continuous through the second story.Also Drotided rsefy sports,o feecme,p c p AID WINDOW]; NB NDe RIB SY. drawun to labricatian. details of the garage ori brick condition and the arch connection to the front sunAR � gs p,ior P AIDS WARNG SS STEEL SIEll 5 Q m Flmr Tn�s of the house cat elevation#2. The beam above IIIb foyer al elevations#3 and �G LEA8INC la. "R tiw2TFA gt, STEEL L floor traaswc p,e-Nngiaewbd Ir.sen Flow traw 6 vas deereozed from a 1'* 7/8"LVL beam to a 9 1/2'LVL beam Td labeled "I RDC[ IMRY. NGR¢HO mr STRUCTURAL shc"Jodurw�to soppy shop drawin s and cr,,t,,n drawl,.e.Shop dro.ln with the reference 101. Added reference 108 to beam under the Florida ki P4.BfxT HAIL. 15MAa0h Sig. S16NTSIaN ' q a 0 $ P 9a # # W. NEI SID S1DFG GLASS DOOR .set aB sane by o Polo. Ps ono'en9awer reywsrea In one room. Changed the columns at eaoh and of the Wi Ox25 under the Florida LJ coma glut I.S. ISM(DRYDR Sa 931111 s govertRng jurisdkticn, room from 4"x 1t gouge R,"trble column to 3 1/2°schedule 40 adluatahle I MMR UNE 2. floor I...shall be designed to limit deflection to 1_/480 column. Changed the tooting size below the 3}¢"columns under the WI0x26 dN.I. an Ill hess"y Wdi D. ARU 0 TORI RM [[�� for Hire load and for s dead lead of W PSF 412 PSF. Roam,wni&tiry COR WgMN TeG lON%IF NIO QOf - of different Lengths the deikction d the shoreat spm shall govern to b 42 x 42 x 12 and naffed the 24.7 kip load at each ,00t::ng. Replaced CLHL COAMFTE KPSPOR;pIARE 16H 745 IW OF[MAIC RAR W S Its ehodaet span shat govern. the A-ply 18' LVL beam above the Florida room with a W14 x 34 beam and CCKI mwlnc1 IFR 17 a 1RMOM WALL � o eased the size of the columns under each end of the LVL seam From 3"to CONT. CONINVUS LT.YT. LIkIttOCRr Trp meu �Oj I_Joi91 loin CONGO. Do LT. LCHI I READ ��1 1. -laid:Pro-engireseed,olsts.I-joist maricedurer to wooly be 3 1/2"Columns with a noted 15.5 kip road. Gave reference#101to the DISK COamRSNK LV% LDJER T IDWI RDD REVISION TRACKING gargg ang-ong bdaulat-sealed by a Mfwalonal engineer registered header above the B-toot garage door at the 3-car front load garage and the C,O. 'SED omm 0t LN.NORf NB IR'I TR[ q gavaming jun # n y CHIT, 'SED 'a5¢3 In Ue ieNcc Con edlan.end delaih soon be as shown reference 10_to the beam above the connection between the th'ad-ba and N0. ¢ATE IATfiS N0. DATE NOTFP i i3- j an plan. the standard two-bay space. Increceed the Rafter size over the garage from WT. ¢aANIC ALE WAS. N.kmy LLN.O. UXLFS NmEb OfNERN6L LDMIG MAT. YAIIRML Ph9AML 2.1086 " 2. Floor I-puk shall be deelal to Emit deR.,le,to L/480 2 x Bit,to be 2 x 10's� Removed dl dropped beam and header info from I' Reenn IN MAA KMR .1.. +Eanca far lire Rad"tar a dead load of 40 PSF 112 PSF. Rooms screisang framing plans and placed information on all necessary floor plans per our Da. CHAT RUL WD WBUM DEK try 0ASAIAY 6I.F, 1ERPVA FED 011155 =4m .LPIFAMB, of different lenga,s!Ne deflib ion of the Groner spot shall gavern. MOM MCHRO' W MIR 0149 Owidl �1T LAYWIT . the sncrtear span shag govern. standards land removed beam lines. (2.00, 4.00, 4.61,5.00-5.03, D 2R0 WIN. WNW, W/ War' 321W otiou SFRLCTURALINFO Roof Trus 5.05-5.D7,B.OQ 8.01,9.00, 9.01.15.01, 16.00, 16.01) d ffNv( Ma. Ik9MAr amuc W � t. Roof Trmses: Pre-En iesercl t-. Rod tri manufacture,to s 2. Added bearing call-outs to first and second floors per structural rna,li CN. UNA T Mn. biTA 6R.F. 1EJBFD NRF FABRIC 9 -d 4.00 O4 tUlll101 GO OR Yf/0 %AIAM ehaD drawings and nectirn d,Rwings soaked by a profeaaloral engireer repdered ( ) DR. fWICIDN Pt+Da Wnama In the gmemmq judaaidion.coanadmre ora eemim shall to as snows 3.Noted 2 x 5 exterior Foyer wall is(2)2 x 6®16°o.c.balloon framed and be pggH w.0 NO 14 DTNTACT an p'am. corrected all elevations to show the 2 x 6 exterior Foyer wall and dimensioned DR. ROOK (RRA 1Oi Ta SCALE the thickness at the wall. (4.00,4,D1,$.00-5.C3,5.05-5.07) DW "IN aC ON(ENTER 4.Adjusted the optional tray ceiling layout per new Structural mark-ups. D.S ioel T MM' ME&ATO Corrected the detail of the They..'g and c-olted the ceiling joist layout. DIT RITAII OF r. OPIDU L (7.00,9.00) FA EACH 048, a EIRE)MAID low aRAVk BY: ry 1-1.down oz. GUIDE m PDo,INa am. REVAI ON ME SW DEV. [IEVAE(N 1FG - DATE:I1dld6 ' EQ [QUAL pc PMCASI / REV No. 00.1E FMCdP11D iMuMICHf K M PAR rA Er'tYJlAl4TS' , ffA71Al2 M936 wnwro2 DR. lrmogotEN p,E PAWL fdRJTfLaiP /161 IIFiS/yZLpP IA? a. ACH h0 M. PRO i rcCM�2GfOP !J 176M AM F(C FLOOR MMRN6 LNANM � PRO , /7f7 d06 NUMf£R FD. OIUR 0RU1 TROT ➢PO1:Cr/R s4mOMClEO I G4Q,fQ- /J� A'T f,Rr B 5 2 4- EDN. FWNOAnOp Pg ally .N R r ROaFam FP FREPLACE v. m �K.110 TOTAC 9091 SPk1Y 11J FA IRE RATED Af204713 FRIN IF FORT/FEET GUM. fwl1RPM GQ?A(i !IQ 5,EEt NUMBER FTG roma, TOTAC l�.CS' 1,00 $OSTON IN SP-CA110 TONS Per 05/05/9 R/30/W A6NIY © COPYRIGHT 1999 Pulte Home Corparalion DL 10'-10 I/T" 9'•91/Z° _ T''0 Ilx° �A � ALL CASEO OPENIIJG55HALL �3LI HAVE SAME CASING 475 A5 OPEN'G WIPOORS ALL y1ALLS 5K4LL PE 1 X 4 LIXKE55 NOTED OYHERl9ISE °O.L.STUD WALL ,f pgOVIOE"16 WIWOW HT Q _ ALL Ist FCR.WINOOW HORS 6 94'APF.U.NA. E „/ W OP, .OATLIGHT LOW. 3m 5ET ALL.55m7.IYIDO M5 HORS 6 82 5/8"AF 5.FTM 0. D5D SH 1UAQ. 6/0 Ti050 5H REFERENCE LORIJILE DETAILS FOR 2nd FCR.WINDOW " - OPT,610 ATR MOR. 2952 DN b O ^ NEAGEK HEIGHTS — -------- — _ ------ — HIN 5Ei ALL GER ,TILE OVER 5/B°UNOERLAYMENT -= 521 7110-W —I2IL3IL-Y 71.L L.ULW 1 ALL WIN20655HALL BE TRIMMED ftR SPELIF,LEYEL a� 1\�\... �;,, 2)58EE E7 ALL TUD5 ON 90-FELT ALL ANGLED WALLS B A5R16TURES U.N.O. lY X44'PERIAETER .. t. .. ... PROVIDE MINUMUM OF Ar RETURNS E ACL OPENINGS 6 d I — '�i+ -' L• `` g �d O I JNWLAT10N OPT.RECROOM L c SND TNON3 SHALL HAVEEM ENI JXAmDS P BRICK ) { RETURN M+k+l'O"AT SIDE WALLS N�{ r. ALL BRICK 5URROUNP554ALL PROJECT I" FINNOTE PART.FOUNDATION PLAN JOPT,wAIK-0UT ND. SCALE 94'd' 221-3 11 11 NOTE: t 16'•A'1 REF:SHT.15.01 FOR ADDITION0.L NFORMATION°CROF OPT. OPT.REPR FLaR1DA ROOM. E X 6 PO`ttiP.] 1 FLORIOA ON PIER _ REF.PTL 0-1103Q �- \- CPT.PERCAST BULKHEAD W/ OP7.AM0.1N POUNDAFION WALL A3 REF. -.00 FOR OTC. O 3 ~ yl R3/q �l lr4�X p1 H t" Ir _ 1 —--_--- ----- ----- — —------------- \'9 10"POURED WNL. C r/BO FD NO.WALLOW T'-10" •6A,N 16"x-10"LONG.FOOTING TFW 1AQQ s w 4 ( UNFINISHED BASEMENT - - o z 500P PUMP 61-pu TI 3i.Bu gl.6n 51.611 yLpn a fy L o- "K.10 VERIFT T''10" 3 12'9 ADJ TL 3"N X I G APJ ElL 30 X II GA J 57 LOCATION T FW _ OL NCHE0 E,Ao ON OR 8 X I 57 ON A ON A 3Q"X30 7"LO G FTG I `� ►'� W `v OfAM PaITil 38"x38"XIx' ONC FTG 3D'%30"X17 LONG flG W/"4 REDAR B 12'O.L._ GAR. Fq 3!4"XII!/4"LVL SLEEVE (2)2% R)1141, _ L �2) X17 +K )'-)7X17 (2)2 K1: �� 1252X12 g S —`� —— A fiG 14K 102 9K AK BERM POCKET REQ' H L J I I I I 3'b 13 GA Whl 5TL Q,m L———^•J a LOL OR 6%6 P051 b a 5' ^T a I PART.FOUNDATION PLAN I n'-r' 9'-I" zLe I ON 14- PART. 2A"x reL I _ �_ s 2''fi' I LONG FTG I " 10'-T'W/ONE 20NE 5 TEM 6',I"W/ ZONE 5YSTEm OPT,NASOAIRY FIREPLACE I i0'-j'Wl ONE 70NE SYSTEM fi-I"W/011E ZONE SYSTEM iL 10 I2)2 A 4 O A Es fill SLOPE ( iF.W. 2+"X 24" 12" H „ SCALE 4/4"•1%0" aAi GARAGE 1'-10'' 2'•e I/2' LONG FTG H � 3A0 UNEXCAYATED H _ Ra WA-L B 2m ,�C!-- OPT LPEN RAILING _ COMDL PILL S 15'4" D' m -OPi.SUNP.ODM LWAT DTiPi. 2255 L yak .�CONCRETE SLABLA6 W� L'------- ------ ---- -- w > UN VA I SSa o f9SER MESH _ 60 :ROL FI I --_ gg�� f ----------------- ---- �sFi . 1 1 I w �m taro sio COVXRE TE 1P/ F IBER AESH I IrI I T LOGDND.AL a I LOO40RICK _$ 4 6''I9' yn�0 U GAR.SLAB — A � DRRXIJ BY: L 20 D jAQ PROVIIE CRAW TILE AROUND o DATE.IAPDCJNC PERIM�TEP.OF FOUhDAT 10N I II AS REiP D AT gPPROVEO - n I'9 I6'6" I'9" GEOTELHNILAL REPoRT. - REV No, DAif 101-pA ll ONgQ OQ9yYf2 PART.FOUNDATION PLAN 0 OPT.SIDE CAR ENTRY SCALE X1/4">1'-0° 94 0" JOB HUNKER 5204 i B1204FDN FOUNDAT{ON PLAN SHEET NUMBER SCALE•114"• "0" 2.00 BOSTON Q COPYRIGHT 1999 Pulte Home Corporation 4E— M @J 1 3/4"X 9 117"LVL 0 P r2x1 D I/'s"wro. DR(IIT 112 x s Nz"LVL 11.40 )1936 C T E.T LINyaEE OF OPT. Z dsroou .�' @�T. IZI 1936 LSWT-SET 80xED 4M7 I J•(P)5 t E.E. DOx DAT ---LL 1154.11T,AF.F_� 6/0 SOD OR � ?- _ OPT.610 ATRIUM OR � ALI CASEDOPENINU`SSNAIL I.X HAVE SAME LA5 IW, AS OPEN'G W/00085 ALL WALLS 5HALL Be 7 A 4 UN-E55 NOTED OTHtKWISE ALL Is{FLR.WIUOOW HDR$d fro"AfF.U.NO. ` '��"•12" L"FR A50VE _ •` SET ALL DI WINDOW5 WR5 B 82 D4,A.P5.VNO. GO W REF.N/IIDI REFERENCE CORNICE DETAILS FOR 2nd FLR.WINDOW - 5 710 - HEAOER HEIGHTS I KAEEWdtl P 32°0.Pf. THIN 5ET ALL LER.TILE OVER 5/8"UNDERLAYMENi REF.E/IID `I QJ _ Q ALL WINOOW✓'}kLL b=TRIMREO PER OPECT LEVCL s i '- • 5ET ALL TUBS ON 90"FELT 1 vPO 070 BREAI(FAST OPT.42"MASONRY �i (5y' PROVIDE MINOMUM OF 4"RETURNS!ALL OPENIN05 3 0 = PIRZOIT10 REF.SH1.12.00 _._ ALL ANSLED WALLS P 4E DEGREE5 JN 0. 72"X 36'15LAN0 0 FOR PDDITIONWL INFORMAT,ON _e ENTFANC`DOORS d;WISNOOWgg W/ x IM @ BRILY, LDNPITl04155NALL HAVEExiEWD JAZ5. gLp[ 7,tO IDI,3n ILgu LIPII i,lnom� I^ 'I - Y� N W ALL BRICK SURROUNDS FHAL PROJECT I" - 1 6 FINNOTE JO REE D (5112" FAMILY �r zxl6' rT 12 x I lie"LVL !E . - - --- (f�T I .II T/B"LVL IDP 0 5 EARINO WALL ' 5gL0" D'D°:START OFERIo OPT,GOURMETKITONEN SLATE 114" V =I'•D" F I.MASONRY _ 21'-8 I/1" 19'-A 112° 3`3" 3'•3° 3'•3" 5'•11/2" FIREPLACE ` z NP1e. 54'-0" I I 0'• 7° 11'-C' -10112' 1'1111" -4 112 5'-I 11)° RfF=SXT.15.01 FOR ADDITIONAL t 25'4' INFORMATION fo j OPT.REAR FLORIDA RO L06ATION OF OFT. FLORIDA II ! A f .DECK 2..I. 11-3" 7 IOL'X1_2 0 1 _ 0-4- 11 REF,9III:7 FOR DETAIL ! !2�4o E FAMILY RM �= b g a 5n1�� GLA55 A B (2)13/4'K 9 1/2" 124X10 a 2"PYO. _ M r1 ��/]6 llJ`2 tee,E. 7,Ip OR(1)51/2'K9 U2"LH. 11936 L T-5ET LINE D D°'f 121 (3 E.E, o $ - h ?�j� (2}J (!5 B E.E. 1 —box NAW Si 9 (9}3 s0 SH _ 24111."+ UP ti 'V -1,Z OP LL @ 44"A.F.F /0 5GD SSD. 4}852 DH 3R 0 BAY G--------------.-� OPT.6/0 ATRIUM POOR j = NN '7" 4 5'112" 111 3050 SH TpIN 1PnM. <'0 10 LOM.W1 fq w �° L v �2I 2X IO X — l1JJ 12)58 ®I ° I L (IJJ+1315!EE. 1 m 6 I OW '•12°"WALL LADDER A@OYE I " FLUSH HM,REF.FRM6. a A REF N/1101 II ' - ^ N h u+ KNEEWALL B 31"A, 1* - E-a w �- II 0 /(3)0 °(4)58 EE.POPT.BAY �E REP.E/1101 II �I IIIA _ QINING N Cabo 15LAN 11 PARC PLAN OPT,ONE ZONE HEAT SYSTEM PLAN ,- w 5D"x T6" I u BREAKRSTJ 5TO42"DIRECT VENT FIRE%.ACC Ian r--� 3 ' IIIIr�-�ml -' _ _... 2u KII��'r ••� OPT.MA50PA1 FIREPLALC _ SCALE:1/4°:1'0' '1 i;I �`m� _ REF5H112.00 F �zlro K FAMILY RM � -' "'1"11 IOL x N 118"LVL REF.N/N of 151111' _ _ _ 8 210 -_ OR IIJO I/2"X11118"LVL BEARING WALL REF N/11.0111112'WALL LAOOERJ •' 3'' . 20 MNJB R _t u 21B14 We 3h " s' __._H1i-g„ b g 3PNL5 1 11'-Io w _ N "IIIIN�� ^'�� Lm �NG 1� h� (3)1314°X16°LVL I'+} /4"X16"LVL d3��fiio �I I FQYER�, - LIBRAFM GARAGE - PROVIDE 318"RATED P.W.ALL WALLS ` PROVIDER- BA INSULATION,WI _ 3 � 2 --- V 91 I 510FZ 1 PROVIDE 5/8'RATED GYP.BD.ALL WALL5 _ 1116 LAYER OF - _ __ b( 1" K4 PROVIDE R-90 BATT INSULATION,W/ G1Te5UM D B LLD. m $ry -2�<T-- •/ /„� �,O�R� / f„ T(16 055 8 LAYER OF b - - 1K.. v Lit! N/11.01 PW. NL ( 1 7/b"GYPSUM DOARD @LLD. R[P.['_[W9 r- 22"x30"ATTIC y b"$LgPE n F.ELE45 EF ELEVS a ELEVS EF.ELEVS I PCC'S5 PANEL 8' 2 2'X 6 Ib"O.L. L 20 MIN. B LO 'RAME PRELASr 9•tTE DOOR„- " e LONC,5100P REP FLEVS C 40' ]'-e Ih" _ m ,212X14 W/ ;111x10 Wl� 2}J 215BEE. (21J I1}SBE.E. DRAVNBY: 13'-6 112" WI HDR.B 7'-0"A.FW v POCINC OAiE:IAAAP GARAGE DOOR $ REF.ELEV5 2550 DH 2552 ON - REV N". DA1F 54'-0" 20'•0"IB''O I/T' R I'II 1/2' 20'-0" 30505H 14'-10" 30505H 5'-Z" 02898 09fl0j02 5i.yu �-8u REF,ELEV REF.ELEV. REF ELEV. REF.ELEV. REF.ELEV. ReVELEV. `'III/2 TII� 16'•1" I'�II1/2' 34'•0" 20,-D" 0'0"•5TART of CRI0 M8 MIR 5��04 PART.PLAN 6 OPT,SIDE ENTRY _�. c12o4 0 N01[' SCALE°I/4" I'-0" piR L REF.ELEVATIONS FOR PROSHEET NUMBER JELiED FOYERSP LENTIS ION L &STOO4.O O R 2.ftEF.i1PICAC W0.LL SECT GENERAL N07E IR5T FLOOR PLANa m �� S-0�- 9.REF.PLODS d ROOF FRAMING FOR 6ALe PROJECTED FRONT BOSTON © COPYRIGHT 1999 Pette Home Capowiion p� G y � ': ALL 5AMEOA51W 55 A5 0 HAVE SAWS LASItYi HT9 P$OPEN'G W/COORS r'4 ALL WALL5 5HALL 0E 2 X 4 UULg55 MOTE 07MR4159 – 0 ALL I0t FLR.WINDOW HPR5 a 94"AF.F.J.ND. -o 1H G. SET ALL"T.WINOOW51UP.5 0 02 5&'A,F.5,U,N.O. 1? a REFERENCE CORNICE DETAL5 FOR kd PLR.MOON HE AGER HE ICHT5 0 o THIN SET ALL 1.1 ILE OVER 5/5"ONOERLAYW- Q' N ALL wIN00W5 SHlil EE.YRIRMED PER SPECIE,LEVEL ..�8 56T ALL TV05 ON 9o,ml rH GG UJ FROVIOE MIMUMUM OF 4"RETURNS t ALL OFENIN05 AlL ANGLED WALL5 a 4.VEDREE5 U,KO. e N ly ENTRANCE POM8 WIN00W5 W/I X TRIM t BRICK vn W 60NO17101%ALL NAVE EXTE6V JAMBS. ALL BR ICK 5URROUN05 5HALL PROJECT I° FINNOTE m S 54'•0" Db" CTART OF GRID 3y I3'•B I/7" 2''I' S'•0" 13'-4" 10'-81!2' "' 4 54'•0" P5L�r AD'-0°'7'-T I/'[" 32'•4° ".p" 47'10" 5�-10/i' 1 i 101-o" 6'-g" $ T 1 3.6' 6'-g" 25'-8" 22'9" A : bANEO 7.63 W15AF �LA55 7.2.2X10 W/ b 5ET51LL 9 AFF (t $ zB56 �Iu 02 P42 I fiD ?fini3lissise ) 13)SeeE. 24xlo W/ 112"PLYWO FILLER W/ M 2 (1JJ�12)St E.E. sul 42°XBO"DELI -–– --–– --- – ––71 - 2oDBL l ------------– BDRMi 7.1 0 H 2/0Z14 s DRESSLNG F i.l F C I I ! W BATH#2 MONK 4 � [511d' OPT TRAYLLG. �t NOTEaLOCATE OPT /0 OR- 2/O AK24 Y 42 I I REE.6/1:.01 I'5" DRYER TO RIDNT; 'r„` L ( DRAIN PAN WAE1EIt 52�1 5 t/ n 214 MC�?4 HLVS ` ' p rg IRl15 OELEFE LIAEN "• 2)21 ALL - - tCf7.D 1J 2158E.E. ( . 2 r -� (2 zx1O W// •112 ';�Il2' - 3'-6" ';II' Lfi 3'-2 lll" 2'-' YI _ 12)Jr1215fEE. _ IG-________________.....__.]I X 30 A)"1 31"KNeFWALL-UPI.OPEN DLLE5¢ 5 i, REF.E/11.0A� a �' 214 - [Tl tnlo W/ /—FtDe - - o J SHE ✓ IR(15 m J a R15 a E.E, .CAFF OR ABINET uuII 'N- 7'I it = 16R - 1/0 210 2 o BLm PART.SECOND FLOOR PLAN m BDR�g2 BORM9 � m PT OIL HEXnNG CO FOYER 2 e SCALE:1/1°.I'•0° - L*' �WiV1o>a ro eELa E / .ELEVS B REF.ELEV5 F ELM " F.ELEV$ g 7.f0 54'-0" 402 H, 12'.I 54'P4 0'0°=3TARi 0P 6Rp � DRANN BT: I.REF.ELEVATIONS OR PROJECTED FOYERS B 5TOOP CoWiTID DATE:I� 2.REF,TYPICAL ALL 55CTION WET FOR NENOTE( � FEV No. GATE 6ERAL NOTE 02390 3.REF.Fl, R B ROOF FRAMING FOR PROJECTED FRONT JDN NUMBER ' ' - 51204 '+ C1204FP2R SECOND FLOOR PLAN `PV. .3 ro a V " SHEET N'Un1BER 5CALC:1/l"+I'•0` � 4.U 1R BOSTON © COPYRIiYiT 1999 Pul Le Name Corporotian ,Qf_ Q 171-6" Iv'4 LONTINJOUS RIDGE VENT FALSE VENT 24"CA60 ENO Ay .4a.+ O I I COMPOSITION SHINGLES I 1 17 1 ccI REF PRODUCT SPECS I I / 1 IOD I—OPT.B0%EOOVT RPKE _ � cc cc F.4 0. 9 B I p ' q �{ 110 11.pp 1 - 0 M < : OI1 FYPON'B4151 N � SIDING-AEF PRODUCT� pECu ,ti N PYPCN E66OR7 SX14 TRIM —14"X 60"PAKEL SHUTTERS CRICKET 3'1 SELL A"SILL ITYP. y 5101146FTPDN IsIlK REF PROCULT SPECS ILO 5 —"ON PILA57ER+850 8 FLUTED FYPON CAPITA[°85T W/DR rKT LX FYPON'857 CAPITAL - b 'WOW HDR. FYPQJ GRPIIAL+B ®® 12 w5 y OPTIONAL BRICK SIDING A"TRI 001NSP0l1i 5 SPI.A5H BLOCK z _ _- n II®f!�II� fl® SPECS REF PROPLCT SPECS R_6;f`POO 5PCC5 REF.PROD no 6 TRIM v'P7.LIGHS m, `P M 611 TRI F-7 717FFF DOWNSPOUT6ECS, BLOCK 11 I� 1�u1 la"7 12"PANEL SHUTTER° REF.PROP.B°EL5. 5101Nv 4"5ILL RP/NLOLK 511-1- __ 4"SILL REFNPfdXI SL5k5H BLO:K � ~ Bu SELL Jill OO, �17F11IkpFIFT17 PART.ELEVATION SIDELOAD GME SCALE:Il"- 54ALE•1/411 11-611 R G. "III BEDROOM #4 FOPYER BEDROOM +2 (212%10 W/ ti 2 N2%10W/ I �, c1/2"PLYWR FILLER W/ 1/2"PLYWD FILLER W/ r_, I�®al {� 1f)J.(2)58 EP. IZIJr1TI5ME. W 51 f KTENO CASH&TO TOP ^3— 2852 OH T IN -1 12)2%10 W/ r 8 2892 OH IN OFT F CAPITAL 3050 SN W J'2 58EE. 30505X M ~ ®_� GARAGE B'-6 ur' 4u OPT.CRI _____ ___ _____ BRICK 28'-61/r '_ A (ZIZXfO Wf E.__— - .2)2,{Ip WJ -- 16°71/7''gg10H LINE OF OPT BR ILK a V1 ,y{21 J r 1215 E.E. {f]J:{f I S @�E.E. BEADED MULLION 5'6 112 5'•3" d'0' ;05D 514 6'0' 5'•9" T141 d1 OEEE 1091 12DI 34.31 X-•� _ ___ -J 10'-9 1/?1' 6° 121.0„ 11'- %4LAP W/ w II 1� 2851- - 1852 OF 5'2` !41-1011 3050 54 201-011 LROIX(U MOULD ftEF.,P-11,01 34'91/$" t0'0":START OF GRID 0101.-51AR7 OP GRID a IWALAAODER PARTIAL RCAND FLOOR PLAN ODOR 6A51NG ©© MALEz Ifo' ILOu e, $ PPLAN GAWE io�mB ST. LIBRARY ti�a LIVING _ $ 5CALE.I�/4 1'-1 CHAIR RAIL (212 X 1014! F=OYER (2}2 K IO N/ )2)!.(215 P EE, 12)J.(2)5 B EE. PREFAB ® _ - I % IN - = / COLUMN r 306DZ87- SH 1.r-- 1 J e E. r o 2fi62'LF IJ- 3060 EH IN 2-51ORIe C I 3060514 IN $ INT.TRIM ELEV3 3'.D"wr -la"sroELnE � SLAI.E:Il4° ILO" 1 -8.6".44 LINE OF OPT BRICK 1 PREC 5T 5T07P IN S u GARAGE O< 84u%42"PLATFORM z p A"OPT,BRICK J�"OIT.BRICK c'i � fu � 16'.K71 GARAG LT%4%3/e 8 DPT.BH ILK 4'OPT.BRICK 5.3', , _ -J 2 50''6" 36,,6„ 421-6" 12 4B'•3" 94'-D" 1212X +Il1"PW17.W/I21J'1515P EE. 5'3" 5'-3" 6,011 6,011 5'•9" 5'9" �� I'II/2' 18''0 /2"2d-0" 30'.6" 44'-611 54Ltl' I'-II t/2' NL6" a 1 7d.D° 34,,0' NOTE 12 54'0' ALL WARE INVOW PROJELTNINS 1 10 3C BRICK JACKARLH 0'd'•SIRRT OF GRID OF FRAME WALL. &KEYSTONE ALL BRICK BELTS,ROW'LOLK �p7 p� ry�p�1 4"BRICK LEDGE W/ PARTIAL FIRST FLOOR PLAN x 911-15.AND BRICK IALK.- CR1,BRICK VENEER ITm. 510 MIO REF _ SCALE,—/ :11.01' — L———_—— __ —J $ ARCHES SHALL BE OF b N r --_--- ti m ALLENI BRICK I^ --__ ____-___^1 3:1d -________ A IENTRY ALL HAVE POOR MS BAANfV BY: PRODUCT SPECS - —— _ ————— n F— — 1 F- JAMBS PDC.INC ROWLOCK SLI I L_ ,_ T J WIBRILK VENEER PROVIGE MTC.fLASNING _ DATE tRW& 41-t3RILK JALKAIiLH 1 ABOVE ALL,WINDOWS, REV Na DA7E 4 OR ILK JALKARCH -- - - ❑® &KEYSTONE 'b PRE��ST LOOR5B CAP ITALS, W/KEY5TO�YE r j�I - 5760P LOCATION *= mam OPT.LIGHY r J-J® Y I I REF:.603TP1CAL HALL'ELTgN CAPITAL k PILA57ER �+ rrrrrr REE 51DIilG GONG PROD DE ORAIX TILE AROUND Ni 800 FOR ADDITIONPL BRICK HALL 0 ANO aL -- `--------+ `",",1 1 NFORMA110fJ NOTES JOB NUTABER rrrrrr r -- - - ROWLOCK 5ILL oIE�JpRAWp DEApION FOUNDATION NOTE —BRI VENEER e _ GEOTECHNICAL REPORT. REF:FLOOR FLANS �+ 1204 ANO PHI 1100 411.01 FOR 4°OPT.ERICK 94TERIOR TRIAL D1204ELO3 AJFOrWTION 11-4" IGr.6" Il-0° IO'.6° 12LD11 111,bn SFEET NI.PAEEfi FROrl rl/rIALl It COLD' 34La° SCALE,, 5.02 IJD" 11-0" PARTIAL.FOUNDATION PLAN BOSTON SCALE 1/4"•ILD" © COPYRIGHT 1999 Pulte Home COEparalion EF r CD 2 12 D O2 �� g 12 SL rd od calws!naN sNII�LEs y flEF PROOUOi gE� �_ N � Q OJ CD U 90NC-REF PRODUCT S{CS OPT ERCK ____. OPT MA9Mr RALPLALE ti ^ N AEF B-1200 M TIRO 11A0 I,m S TRIMi 8"lF1M r-��I� I Y fi FARM CAP ! 1 ! i; ! ! ! ,r.........:: ......I. I,"+.--_ __ __ 9 TRIM OPT FAu Ru WNDdM ---T" 7 _ i. 900OAD GARAGE SIdNO-RFF PRODVCi SEPLB. " 1 "^-'� _ LNE OFCPTId4.fl }L_ IF_ _ _ _ ___ ------------------------------y _ NtA BAY �_ LIN(OF OPNONii """" A-11 N LPC DOOR 10 GARAGE I J '=+yip --_ _ 0.7 "! ",_ �• - ---- - I��- BAY NfD REF.A-li. {II , It WATACNI LOAD COM. a _ ,li_ it Li F. k I'. li,';""""' 4, CPT WNDUNS _ _ '!o —OPT.LITEW SERY.OR IdF FIA PVNS - _ -- _ _-'--f-� _ __ -- / �— '' sic NO DdANSPWT k SPLASH EIM REF.eAoo.�a —•-4 ,. ,.�....A'ami if' �9 I.rv•.r.j 6'7PoY APPROY,FINISHOD •• • • •• =+Y nM•�t;•y; GRADE AT IMDAOUNC H JA � AT if SUPPED WILL AT RWl(OUi WND.D. - I UNE OF SUINGV w ATkKKOUT ORD. ---------------_..---------� �. APPRU FNSHFD t �' --- ---- -------- ------------------------ ° �__ ________ FWNDAlION AT WAII(DUT COND RIGHTSIDEELEYATION -� _ g SCALE,1/4•-1-Ir LEFT SIDE ELEVAPON " O 091TIR000S RIDGE PUNT FALSE VENT 24'EAdr EI4D SLME 1/4'.Y-0' COMPCNIIDN SHNdFS �~ COREF FROOUEi SPECS i S F --�—OPT.MASONRY FIREPLACE DPI.BUNB1-OJT DUKE Rff E-12.00 H 1100 ,1.� y VINYL "DOD g5 Pz OPLLULLLT Rpff�.MPp�AY OiF5Oh LL� Wi SCOCN t� s F i eel 4" In . HIM 90PoG RF.PEMUCT SPECS - - ------;�-- I 1 � I M-111 DRAWN B7'. DECK POC,Hc REF,SAL 11,03 UPiG 1f181ffi RIF.FIR.PLANS FOR IAF.,__-:--.J -_ _ _-___-,I ___ _ JOB NUMBER LCCATIOH OF CPT.YKDOAS Ii 512®4 ------ - SHEET NUM3EP ----- -_ ______-____--_-___-----_---_-_----- -__- . ---- L REAR ELEVATION F=__ __________________ ___________________________________________________ 6.00 BOSTON SCALE:1/4'-1'-Cr © CDPYF21CHT 1999 Pulte Home Corporation a 0 � m 0 o �i REF.FRAMING O 12 12 w 8� b LOIJi.J X 6 t Ig°O.G. sn p� MIN.Ie]IGJ P1A'L5 D (tYP REP. COLLAR 1155 —r-6.1F. ROOF FRAGPLANS— 111lG PLAPS �ROOr 1 B B N --- ------------------- " ._ _ its 101) 11.00 11.00 11.m ___ ______________________._._.___�........... .__-------------_____..__._�__ ___ P WOOD @VINYL ~ OP'MAY LLb t W000 8 VINYL _ 1 I TO,PLATE T.O.PLATE y ' J uG.a0151 Ikcn NMTER SORM BATH 1 PND.FLDCR _ I FOYER qND.FLooR= PL"SYSTEM REF::FRAMING PuWFLOOR Y5TEM11 REF,FRAMING PLAN T.O.PLATE "� ly,an 16 I 4 TO PLATS T.O.PL4ATE �vr. 6T.ale T1 12 _ � g D' FAMILY ROOM D g KITCfiEN a GARAGE I I I I I � � €N 1 I5T FLOOR 151.FLOOR_ 157.I.,= �$ V g"SLOPE – FLOOR SYSTEM REF:FRAMING PLAN 2 PL00 55iEM REFS FRAMING P NATIARAL --- I NATURAL ORADB I 4-5117° SLGPE 6uL 4 R-19 INSJL B NATURAL GR – R-19 IN°JJL 9 F 333 LAI [I.®D'a6' S _ I I To.Como. BASEMENT I g — sTD.cduD. cel BASEMENT INSULATE WALLS 8 s , --INSULA%N W/ – - _ OPT.FINF.FBD 05AT, M/OPT.FIN. -- I I I I STOR. - I I BAsSMENT f T.O.LONL7 0.COW.SLAB 3.D] FOR 5ND WALL — — — T �ti— — FOR STLU WALL 7P - P WALKOUT LONOITION 9 WALKOUT LO,UOITBON E 10AD IDD +~ 1000 -Am BY: FDCJNC a DATE:IMM REY No. DATE a I /'—BI ILAING SECTION B•B Dzss9 oanamz �.al GALE S/4=I 0 7�.iOALE 110�I[gn JOB NUMBER T 51204 b E1204SEC SKEET NUMBER /y 4 1 .00 BOSTON © COPYRIGHT 1999 Pulte Home Corpora{ion rg_ w LPI J❑IST HOLE CHART v 6'-BI/A" 4� NOTES: FLOOR FRAMING �NOT 2'-4° W¢dl.R..+10" 2'-4° ',, �+ - �O WAN PER CLAR11T --" 1 --. � P��zPy � �N W000 OOAN.56E COL.8 COL.GAP PLAN FOR 512E— If-7 19.2' L. eo _1 a b 4 ti1� /�J� I jC%/ �0 � � �o I'%e '/� a __ b b h, b a P a ;� ,- — 7/81 JOlSi —1_ in ? + i7 u N y g 97" MAX FIRST FRAMING PLAN @ WALK-OUT COND. _ - � N - a COLUMN CPP-51MP50N c = ru Z7 CL5 1/4-6 09 C%AL. 2-1/2"P LAG SLREIYS — SCALE:1/4"'1�-O" a '� rt O • p�-0�� 57A T LAYDU7 m _ < P-1 �' WOOD LOLOMN.SEE 'D0 FROM HERE -2X1 .r `� A' - 0. CA¢W PLAN OR 51ZC' DPI,REAR DINING RN BAY — ^" �'' a a m T�� /gyp [Ao �A SEC 1IOl V 6 WOOD BEAM ON WP COLUMN OPT,RWM DINING RM�71{YMaTera aoQ -3/4" 1 1/81 060 RIAs B0. ALL 51PE5 - R(D1 I I/H"LF 058 9{ H3l4�R /B"L RIM BOARD(IT.) u __ 2 u 4 �� rc 4 51/21 w ' d5 11-7/8'I-JOIE 5 a �L\ I! {. -Id• to ,�.{1 Oq A, ¢•qV T 20 REF8.00 OR W 0(A ECT I N t A,� 1 Ra s S�'LLyy E B 'OOF RST LLO EL'{ 2" O STAR LININ 11pbl, h yNn /J S 6.06 C:) / L PP1U51ASREWIREDFOR SPT.WNRYFP / ` p 16 ONE ZOME FEATNG 5Y5TFA YE-t p� •f \ 1-IDI' ]'-" A X10" X g SCALE:IIl"=1�0" v)t� MATERIAL LIST RQ Ird .Yj _ G II /B°I-01575 KL e 1 211 o.c max �� yy 6Lgn144L /811 LP.05 No7E5: �T "F RIM B0AR0 ITYP. X055 FLOOR FRAMING NOY ALL 51PE5 EV n SNOWN PDR 0.ARITY ELfV�,2 Q4 — �•' 6� g�tl� jig WOOD DeAM,5EE Ka m s 2! PLAN FOR 51ZE b w i ed �rYr i B" o��_SnS 20P 7 OR •- I-T B"1•U 15T5 li 11 1 11 1 11 ` g ' Z I2-I(Y"9 LAG 5LR5W5 Pi 2"O.L MAX I f41 STEEL 112"BRACKET 57EEL COLUMN.EDE PLAN P08 51ZE, m SECTION PWDOBEAM ENKEEL CDLumv FIRST FLOOR FRAMING PLAN { e SLICE H/41,`1'•°ll 31y� _ T�_a�� 1 ?/85 R A 11 LPI 5ER IE20 026@ 19.211 0.If— ( U.N.O.} 8.00 RR'IIN4MDGrolYILISKa�a o � ORAIIN EY: 9OCING ...— _ DATE: IMMTP `OSB R M JOIST- EACH DSR RIM JOIST WLl K UpIST•ONE TO JOIN DOWLC I-JDIST FY NAILING THROUGN WEB JOIN MUSED 1-JO NAILING F-CU.1 WCB 2.4 S'WJASH BOCK CUT 216^TALLER THRN THE I TO 4 PLY FLUSH FLOOR JOIST USI G 1-IOtl NAILEPER FLANGE DY Eno WALL-IF TCORL SOIMSH BLOCK B 4'o/c-IF LERGH FLH RE W/IOd(NAILS E 6'0/[STRGGEREC V]TH E-ftovs Bd Ai 6'o/c INTO FILLER aLUCK WITH 2- AI 6'P/C INTO FELLER BLOCK LEPTH DF THE I-JDIST, VSE UNDER F]RST FLBLR 2 OR 3 PLY ffAM?16dNGE RDWSUPEI2'o/c GCH DETAIL 5 FBR FASTCNING BEAM SCMEDULE) RCV No. DATE LOAD 15 LESS THAN 65o ILL TOTAL LORD IS MORE iFWN INTERIOR BEARING VgLLS SIDE STAGGERED OB4i9S OBI1Op2 3/A'In 7/E'OSe TE:USE WES FILLERS L VEH NDTO USE WEB$TIFFENER9 3/4'OR 7/B' D IF SUBFLOOR STIFFEnERs IF REQUIRED BY 4 PLY.BEAM ONLY,1/2'JOLTS 4 FENDERWASIfRS IF REdJIRED HY THE HANSER OSB SUBFLOOR� O/4•DR]/E'ME 3l4'OR]/B'OSB �- THE HANGER MANUFACTURER 3/n'OR]/E•OSS EDT.SIDS-E ROWS!24•o/c MANUFACTURER SUBFLOOSR SUBFLDDP. SUBFLOOR STAGGER£➢ JOE NUUHOR 512®4 16' l6' ]6• 01204LPIIR Ax. HAM, MA%. TO 4 PLY — 14'NAX. VL BEAM SHEET NUMBER NOTE:USE VEB CANT. STIFFENERS IF RIM JOIST DEPTH SANE ! USF CENT INUDUS !t NOTED ON LAYOUT AS FLOOR JOIST)CPTH 24'NIM, VSE 2.8x4'FILLER BLOCK —FILLER ELK 4•O O R r U /e'SERIES 26 t I WHERE HANGERS NOTE.USE DBL SOJASH BLOCKS WTE:USE SPUASH BLOCKS IF RRG.WALL ABOVE _ I TO USE JOIST16•LEfP OR LESS OTE USE FOR__IST Ie'DEEP OP.LESS NOTE.USE FER JOIST 16•DEEP OR LESS ATRALL TER GALLS R BEAMS UNREINFORCEO CANT. ARE USED ONLY IF NOTED ON LAYOUT DOTE:USC WEE STIFFENER IF NOTED ON LAYOUT TOP..GMT I- —HANGER SHO— I. RIM�JOIST—BAND 2: NRIM J❑IST—ENDWALL 3. RIM JOIST—ENDWALL 4, REINFORCED CANT: 5, D❑UBLE I—JOIST 6, DEL, I—JOIST @ BAY 7, SQUASH BLOCKS 8, DROPPED LVL BEAM 9, FLUSH LVL BEAM BOSTON COPYRIGHT 1999 Pulte Home C oration OF LPI JOIST HOLE CHART U Lo .� �zzz ' ��zz °' a -� "� a - d O TA}R7 FFAMING y FROM HERE Pa a2;n �¢¢a b '= Wi HAY FLn SYSTEM TO HANG FROM x s z in a ^yrA OR 1 34d X 161 — OR(IfBI/2°NIB°LVL b Ev 2R, - ut h ZI .n m n En COam •rvna �.� 1.1/6"LP.05B RIM BD, FA 2 Fz n m d b m m Y�^E,o h 7n s.o1 �1 1 :;aaz Z.ma j. -- - II �� seat✓ � � aaer; m o /� H. in cb tZI • r! .f'tAL a E, .. • j 170112' 3-3' L °951 153/1 ? - ,y '1' T .N PR R}-1 1 III/' 11 IA T 0 M MM� Cq Wd ry e R, 1R�. < a mm _ B RIN ALL BOVE M J T5 T BE 51GN i0 5 PPOR 102 17 NAL LL L AD 0 290pa Bn _0 m AR 8WA (I� /211 7/ LYL _- onc PEO AM-.EF.P AN BE E W L - 8 _ - 00 o -111 FY A EOPI EO P ,7X12X CNI ZONE EATIk SYS w f- f 57AIR OFENINIS 11.1111 'y £a e T �y II 1311 3)4R%16'LVL LPI 2f c II• 8°L 260. 105F, yb odo 93 .G.M' ATI,110. MAX. Tt� m dyW 4L0.1 % 6''011 2 1 1LLLL11 I VT d�J FRONT&R R VIA w EA LL2%4116"OG. �J b SPF 7 OR 2%1 t 1711 D.G.SPF 5•GRAOE .:RIM 9'V1 .A A O E_ SECOND FLOOR FRAMING PLAN- ELEV. #1, 2 &4 MATERIAL LIST q SCALE:va".r-o 7/81 LP! 5�. a @ 19.21{ D.C. (U.N.O.) 77 FTl6 LPI Z I- P 706 1 0, MAX. l k, AT Es b JN H SECOND F OR FRAMING PLAN - EL #8 SECOND FLOOR FRAMING PLAN - ELEV. #34s �I= 56ALE V4`-00' SLALE d l an=I1,➢1 A b DRAWN BY: PDC,INIC. DATE: 11HWH9 HAT BSB RIM JOIST-FASTEN TG EACH 1-1/0'OSB RPA JOIST ONLY - M JDIST♦ I-1/P'DSH REINFaR➢MD EACH SI - N DOUBLE 1-131ST HY NA THRRUGH v RUBLE t-JOIST BV NAILING THROUDH WEB 2x4 SOJASH HLOCK CUT t/I6'TALLER THAN THF FASTENINtr 2DHEDULE 1 PLY FLUSH LVL RE - FLOOR JO JJ 1-1.NAIL PER FLANGE \ ON EN➢WALL-IF TOTAL SD VASH BLOLK B 1'o/c OIF EACH FLANGE V/IDd NAILS 0 6 o/c 11111111 JOIN 2-ROVS BH IAT 6'olc INTO FILLER BLOCK JWITF 2-1111 1 AT 1' 1 1111 FILLER ILBLR EDITH OF THE 1-1111T, USE UNDER FIRST FLOOR 2 OR 3 FLT BE-1.-3 ROWS F 12•OlE EACH DETAIL B FOR FASTENING REAM 1 \LOAD IS LESS THAIJ 650 PLf \ TOTAL LOAF IS MOPE TNRN NOTE. INTEP.IDR HEARING WALLS ° SIDE STAGGERED / ce�D8f10102 3/1'OR J/8' \ \\ 0 PLf 3/4'DR 7/8'CSH USE VEB FILLERS R VEH �`.� 4 PLY BEAM ONLY.1/2'HGLTS 1 FEN➢ERVASNERS NET❑USC VER STIFFENERS SUBFLOOR STIFFENERS IC'REPUIRED HY IF REQUIRED BY THE HANGER OSB SUBFLOOR 3/4^OR]/B'OSH O/4'DR 7/0'OSB THE HANGER MANIICAC7vpER 3/�•OR 7/B'OSH FQTH S1DE5-2 R1 VSB 21'o/c MANUFAL TURER SUBFLOOR SUBFLOOR SUBFLOOR STAGGERED JJB NUMBER MAXMA 7 , MAX. MAK X. ro 1 PLT G1264LP2R NOTES USE NEB VL BEAM SHEET NUMBER 9'MAX, CAN-.ST IF RIf1 HITT DEPTH SAME DDE CONTINUOUS .•.•O No ON LAYOUT As FLOOR JOIST DEPTH E4'MIN. USE 2.Bxa•f]LLER BLOC[ `uJ 2xB F:LLEE B' SERffS 26 E 3R WHERE H.IEL:l N9]TE'USE DHL.SWgSM BLOCKS NOTG USE SQUASH BLOCKS IF BFG,HALL ABOVE FESG-1 WILLI 1uPTRIMP SO aAJOIST-BAND 2 OR LESS NRIMUSE FOR JOIST E:NDLESS VALL 3, NRIMUSE J❑IST nENDWAL— 4, REINFORCED CANT, 5. DOLBLEIEEI D1_111LII_J❑ISTBREAMT �REIDBL, I—JOIST 7. SQUASIHN�BL❑CED 01 TKS 8?GDROPPEDSTIFFENER�v�QB A� ,DIreMOUNT II-o1TI1 HANWEISHOWN O g C �APVRGH7'189S PueGAine Co oration BOSTON ' # NAIL OFWP AND SILO WAIL. 4p7 T d'V+ CELIKO J0I5TEEE PLAN y 0 FOR 511 AND SPAG016. qq,, 1•PAYS IZ'1Y3 4" PQM `2 � 2 X B GE IL INC,J0 57 �roY Z X 6 COFFER RAFTER •,--I G4 15° 16 y 2 X B 5OFF IT aOX RIM 0015T (SPICED IYP.I )9R.ICl:D'YP.1 +' 2 X b CEILING JO 151 5�F.PLAN FOR D$2EWA IM>D 5PALN5, - - - - - - - n PARTIAL CEILING J0I5T ELEVATION 1 D a � NOTES I,ASSUMED SNOW LOAD 35 5 LI&ROOF DEAD COAD 10 PDF. 7.A55NMEO MAX D CEILING LIVE LOAD 10 FEET.3.ASSUMED MAX.DEPTH OF BUILDING:30 FEET, 4.SEE CONTACT PRAWN65 FOR ALL INFO.NOT SHOWN. CEILING FRAMING PLAN = OPT. TRAY CLG @ MASTER BEDROOM --••— RAFTER SCALE•1/4"=I'-On DETAIL @ TRAY GE IL ING / --SIMPSON LSD GLIA •� 3(41=I'-D° / AW-E-TTP) ONE PER RAPIER -- 111L NO J1115T n RAFTER CONNECTION DETAIL 2 X LE IL O0 lI 15 IB' L. 2 X LEll.N6 J I515 16" L 4 60NIT 1 114"TIMBERWALL 5Tf 75-SEE STRAND SAND BDARD.NAIL H.YWO, PLAN FOR 5112 5UDFL.TO TINDER STRAND SPACING W)IOd NAILS 0 6"OL.&NAIL -1 TIES W1 SCAB 4/3 16°BAILS MIN. --mt�LK vONFER Wl VgR i a 8 I6"Ob.46R 2.@ PERT. 31411 TGG PL'AOJ.5JBFL— FLASHING.SEE ARCB.PBC6. Z V_'-pz. 11 A (WJ ,O ODI EO' FOR E MEM Y5 M •� DPA _ F \ '--RMF FRAMIPIG SFE _.8,,. 6,J 1515 1611 .L, PLAN - 31-51 21-51 P_.JOIST5.`5eE PLAN F%R SIZE d 5PA41N6 \ W"FT.STP't LEDGER - bI SLAB NAIL 76 W�1/2111 THRU�BOLTS F_00R JOIST W/.M1M @16'OL.STAGGERED. 4-1611 NAILS ti--PROVIDE CONT.10 DT K - 141 WIDE 50LIP BLOLKIN6 ! gg EFTWEEN SANE ROARP&DR LK9 i 5TW WALL.EEE PL AR CENTER W/.LEDGER BOARD 0(.111 FOR THE RILL LENGTH OF DECK+12°MIR EXTENSION o I EACH END. n-5ECTION @ PORCH CONNECTION W/ BRICK JillPSE a �� 9.00 °M",1'•a" ` oa REF.ROOF FRAN ING PLAN POR 0I05W AND DOOR 1EAOER 51ZE521.0 SYLY WALL.SEE PLAN FOR SIZE d SILO$PA4I1,0 77T IS FLOOT. 4"6RIe9K VENEER'WITH ER1CK R JOT.5SE2 TIES B 16"OL.VERT.6 40E 12.E PLAN F)0 5 LL �-I/2" 6.6YFBOARO. .ml v / SEE ARCH,DUI p;nSEu CEILING FRAMING PLAN 0 PLAN KNEE WAIL SEE + m J DRAWN- PLAN FOR 512E. SCALE'l/4'=I'•0' .� N PDC%. � DATE t" L/xlej v6�T HEADER SEE PLAN FOR 522. 02566 OB7INOY CONT,STEEL ANbIE Ur4r.3/8" W/CONT 3/R"RI:'57L,PLATE CONT.NEL052 TO 51L.AWGLE JOB NUTABER w/.Il4 FILET WELDIf,EDGE. 512041 e i"vERI.SL077EO HOLES @ 4 40"0.6 CM SOLTED TO WOOD ItlR.8 0.14.6 SRC,B E.ENO •� H1204RFIR n 5EGTION @ GARAGE W/ BRICK SHEET NUMBER g.00 3/4"•I'-0" 5RICK 511FPORT OVER THE 6ARACE DOOR o � o.aoR BOSTON COPYRIGHT 1999 Pulte Home Co' 0 A WTIE -L.J0115T5/ r RAMR -.HRV 5OLT5#N'04, D 51U AN I I cou IR m: 5 MCI OR POWER RCLARIITY.ALL ARE NOT 2.6 NAILER PL.V1 1 Wo 1P TERS 18, 5�01N AT6 UNIFIR FASTENERS 2 11 RAFT iS 0 O.0 0 15 C,C.{H II,T I'i)5nFl 0" OR AlFROV UOU IIV.) III ILL*IE14 11'1, 9.01 2)12 RI L E DID, Og VW'R I'DOE-1*711 NNEC A SIR WAt T p%H R SIL DIM.55f PLAN FOR 61Z cl L :10 C6A3 1126116d"LOW N LVL DA 5t AN IV 000 2 X 1 RAM IS 0:1'BC —1 71 FES f 32'0 0 1 2 IC NIIERS 11 A] 2 1 NEU) =L SIDE LOAD GARAGE SIDE LOAD GARAGE SCALE:1/4* V-V SCALE:1/4'-f-D' BEAF91G RkU 2X4 SPF S-GRCE 9 le 01 U.1i 9.00 0 ROOF FRAMING PLAN ELEV. 01 ir I F.=17 77 SCILE 1/4, p L&rz EMIL- -1. 1 lw%l 'JIN C#0 -+H 0TrT H= 14 L 77 2 A RATERS 0 16'OIC.-j z 4 RAM t R 0 24'CLIC R 0 PART. ROOF FRAMIN ELEV. #4 -Ll PART. ROOF FRAMING PLAN - ELEV. #3 SCALE:1/r 1'-0' T, 7 2 110 RAFTERS 0 16"O.C. N ell 7: K lqp n N -.... ..... 11 r 7-BY -7 2 0 Npa ri&MOM Pom R 70.1E 2 y DER !l V f- 0 24 G I I er—I 1 11 9.00 9 N s-Dm PLAN R Li 'Z7 EZ x K�',L'0 Siz� SIZE, S SECTION EC �An r 48 NUMBER 10 ll,,o ' 4 11 11 11 T 2 18 RAfIERS a 16'O.C. [5 1204 IJ [I IF 17 IJ u 2 14 RUE LADM 0 24'DC. H12i)4RF2R SHEET NUMBER 11 1 11-TT] 11 11 11 u 11 1 11 9.01R PART. ROOF FRAMING PLAN - ELEV. #2 PART. RO:LFRAMING PLAN - ELEV. #8 COPYRIGHT 1999 Pulte orporc"oN s ,. I"L E55 THAI FMWIMI DNA I°LESS THAM FIN•FI4 01M I"CCSB TFWi PR.-FIN DIM V o'H GENERAL NOTES I--1 !�o I.COMBUSTIBLE NA7ERIAL5 SHALL - W 0 KEFCNARI OF FP.FA W5 FOR FIN15H DIMEN510N NOT BE WITHIN 6" EPL OF A FIREPLACE OPEN INfi 3 1/2R 3 1/2' p X 4 p T 2 X 4 FLAT-- COMBUST®LES WITHIN 12"OF THE FIREPLA:P OPEN INS CAP E-+N y p 3 2 X 4 PAD CUT FRAMING —2 X A PIAT PAD OUT SHALL NOT PPDJE67 MORE THAN 1/6"FOR EACH 1' � 015TANCE FROM OUCH OPENING. I X 3 OVER 2 18 M.� .� �G !,DII✓ECT VENT FIREPLACE i0 BE IN5TALLED PER r� REF.NO1W MANUFACNRE'S NSTRUCTIONS, Q E 1O1 OFF .W B� c a BOTTOM GTP.BD,U BCLOM E%tENO GYP 90-I"BELOW PLASHNG AS RFA'0 y J - BOTTOM Of PAD OUT PRM6, F. BOTTOM OF PAP OUT FROG. I X 3 OVER 1 N B ROOF FRA%10 RFP.CHART IV PP,FACN6 FOR FINISH PIMEN510N D � �_MS B ' yg l ON I M PAD FRAMING ELEV ION FRAM INS ELF ATION � I-- O 3 1J2 R FRA91W OLEVATION REF,{DOTES - A"LO NeR TRIM _ E Z Rer s x 3 Fav T 3 t12 PAD OUT'ABOVE MANTEL I/?"PAD OUT ABOVE MANTEL — z x 4 WALL FRam1NG SDWG TO MATCH HCUgE f1.UEZt C n F1 PfOI FRE5TOPPING p 31/Z°PAD OUTA 4 M 7' BOE AN EL W � PREFAIB FIREPLACE W/CERAMIC OR PREFAB FIREPLACE WJ BRICK SURRGUND S IEARTH IAARSLE SURROVN06 HEARTH 45° {5° 5HIWX5REF, TOP PLATE II2� tr 112" PRODUCT SECS B Ili' 6 1411 MPNTEL 5 fi S(2" REF FIREPLACE �ZYIREPLMF- PAD OUT DETAILS g z Z. E•%N^.I�' NOTE; TRIM PTLS ALL TRIM TO BE GAME A5 NOOSE TRIM COLOR EIEMfiP011'd' l6R�AH1T EEVLTION`G 2¢T6R1' o NAR A6 MOPACE _ / HETH PFR FP DETAILS > / 5�-"B 36'FIREPLACE IBAR51-13" PEEP,pIARiOF FP FAOIfy FOR FINSH PIMENSIOV // B'•O'114°FIREPLACE IJOIST FIRST F40OR I' ° VMES 11 " 3 IDSA / LME OF WAIL INSULATION TR IN TO MATE TRIM PACICAOE _ �:w -- y 13'FLUE TILE i S.OI� VINYL SOFFIT / 6 OPT.FP. I .PER PLA. rT, 0 F ELEVATION SECTION F+1 / 1 ACCK MOULD(LMP46LI / // \\ aPAIEL NOLPING DN EDGES 9 11462)CRWN MOLLO a ,l Li ROPER MANNA. WOOD BURNING PRE-FAB FIREPLACE OETAIL„5 514.6TRIM BOARO TO bIf2" REP.PL AAIPOROPENINGSIZC MATCH OPcNIN'G MIP1H 2 X 3 PADOUT/ ---- / w IA OF FIREPLACE. INANTEL MOLDING _ LING Of MANTEL 0-4i '� FACUl6 REF.PTO' INC OF 6TF.W.PAD OVT'ABOYC MANTEL t i____ _________________ ___ J i MARBLE 5URRONN9 ' r G"OR IZ'BRIG.,MMLSE OR TILE +: _ I --- EXPOSURE ON SIDES 6 „ �_ TCA OF TV Omylke; __ i _ PRE-BIIrAM P44TL VARIES BRICK SURROUND $ a TILE IEaRTH BY F.P.MANUPALTURER = ExPO6EDFLAT CLACK — METAL FAZE OF ELEYAibll."8" Y'.T8'WdLt MARBLE W TH - U MATERIAL VI OJ ALL I � � MARBLE HEARTH MA it ELEVATIONS L5 THESAME. F 5'-O'f 36"PP. ( GORBEL5 c I�- 5'O"636"P,P, 21I _ STD SIDE WALL GOND I CORNER GOND 5'6 G4P"PP. g R+M GENERAL NOTES LHARTOfFP.FAC NS NO F: LCAM&5TBL1 SIZE OF F1RePLACE �EMaERIALS%ALL Type OF FACWG 36 4L CO3EP_LADE WI MARBLE OR CERAMIC TILE FACING ri" MASQNRY FIREPLACE ALL BRICK VENEER TO BE NOT Be WITHIN 6'GA A FIRAPLAOE OPENING. Z. XLE XI-II1.Oe` ............._" F �t COM1506T16LE5 OITHIN 12"OF TIE FIRERACE OMNI[* MM6LEJLER,TI 941 6'-I° �,} 'ML' - b N RCINN NU BQN777 SHALL NOT PROX41 MORE THAN I/G"FOR CACH V PSTANCE FROM 5UCN PE ONING. BRICK GI'I° 6'•G' g 2.PIREGT YEW FIREPLACE TO BE NSTALLFA PFR MANJFA"Fr5 INSTRUCTIONS. LOMP051FION SHINGLE5 g� ' FrpA103- FF"'Dl E19/D9 OVER 7/16"ROOF 51-ITE. OVER 2X6 RAFTERS I'-61 TVP. 11 _ 6'I FA5LIA ON I X PAD FLUE 61ZE PER WE LINE OF LHIMNEY o 6fi�4L 6rTOP VENTED FIREBOX CIREPLME F-LEVATIOA� _ H .w ZO OfR.II-OA a \4P AIR INTAKE -- — w a 3 ROWS OF 14 0 REBAR EO.SPALE u FRONT TO BALK - SIDE TO SIPS a _P FIREPLACE VENT LAP W/REAR VENTED FIREBOX ITRaxw Gr. VINYL 5112ING OVER RA E:a oHw 5WATHWE5 ON 2 X 4 5TV05 W1 R -- h � BATT IProJLA7lON a GRADE LINE 3"TRIM NNB NVMGLTR -- NE DTL 5 5ECTION DETAIL DEPTH OF FOOTING PER FOUNDATION s NESTD1200 TO 15E MIN,OF all DEEP AND 6"EXTENDED FROM FACE OF BRICK. SHEET NL%OER PLACE W/MARBLE PAGING QUALF NE,XX,I_ FIREPLALE 5ECTtON B DIRECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE e 12.00 A-E,x :I SCALE: 3/4"=I'•d' x x:I•G © COPYRIGHT 1995 PMItE Home Cor Tolion p)_ r � d • � l��S � � �� ,:� Location k0j QC1 -tt ty w\ [0-er`V%lle I?CU No. 3 C2 Date ~Do u I NOWTH TOWN OF NORTH ANDOVER 3? 0 ►0 n • ; ; Certificate of Occupancy $ SACMUS Building/Frame Permit Fee $ } t Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # C-Ars 14 t �) 15233 Building Inspector DEC-04-2001 04 :52 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 AMBERVILLE ROAD S44'42'38"E 100.00' 25.9' 1 s.7' UL11e fed TOP FOUNDATION ELEVATION=169. 00 N � un z 21.0' � I N � r LOT 29 `n 36,1' 11772 S.F, 0.27 Ac. �STEPHF.N MEI-Miti 6'02 2 No. 3' q 103,34 I WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN !S INTENDED FOR ZONING AS SHOWN, THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.AJH.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO, 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/7-/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION, IN AN ESTABLISHED 100 YRYLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 29 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L, P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP, OF NEW ENGLAND 62 MONTVALE AVE. SUITE i STONEHAM, MA, 02100 257 TURNPIKE ROAD SUITE 200 (781) 438-8121 SOUTHBOROUGH, MASSACHUSETTS 01721 SCALE:1"=20' DATE: 12/4/01 Town of North Andover Bding 1)rpartuxeut °i�t�� ti 27 Charles Street c� ' - c Noah Andover,MusaabUaCtts 01 S45 '- (978)688-9545 Fax(978)688-9542 i ^ • � P,p+ w.. o`er # sSlAc u � API�CTIOIv FOR CTII'YATE OF OCCUPANCv ADDRES'S fI A LDT�tJiYt6Ei�-(��_. SUBDIVISION_,,, ' DATE MQUF.S'r FR.M �-- DATE READY FOR INSPECTION S NOisD ALL WORK AND SIGN-"S 1JST]:E COWLETED WITHN TRIS TIla FRANZ.A M INSMCTIONFEE€3F T TY FM($25)DOLLARS WILL$E CHARGED.IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CUDES. SIGNATURE C�Fx'YCtar.r r, Q1�Ti'Y CONSERVATION DATE FLANNING DATE D_P.W. -WATER .M;tz DATE' D.P.W. MUST II MICATE THAT` hF-WATER METER HAS BEEN INSTALLED P TO THE INSPECTION RE VEST DATE. SIGNATURE I DPW AUTHORIZATION