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HomeMy WebLinkAboutMiscellaneous - 148 PALOMINO DRIVE 4/30/2018 148 PALAMINO DRIVE 210/108-C-01 16-0000.0 i I 1 Date...... �f!! NORTI� "o TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ITS cHUS This certifies that l!lCi.�!�.......C7..�P.c......... � ................ —T ........................ has permission to perform ......I..`P...,ft .....5,f..lj.U!................I................... w,,lling in//the((building /of.....P. +l.. / .......�••�v!M:. �.............................. at........ �hu'....OR............... ,North dover,Mass. Fee ]..c�r ... Lic.No. ( ��� ... .............. .......................... � ����/ /,�LEGTRICAL INSPECTOR Check # o a s�� v 44 19 �0[[lee ilea Only . V. .The Commonwealth of Massac husetts Department of Public Safety Occupancy 4 Fss Checked_ ­ BOARD BOARD) OF FIRE PREVENTION RECuLAnoNs S27 CIAR 100 3/40 linev® ktenk) APPLICATION FOR PERMIT TO PERFORM ELEGTRICAL WORK All work to Ire perfarmed in reccatdsnet with the 1A^szschu%etu Electrical Code, S27 CMH 12:00 (PLE.A..SE PRINT IN INTO OR TIPE AI.f, TNIORMTION) Date City or Toot of- N&,_� & To the Inspector of Wires: _ The undersigned applies for a permit to perform the electrical work described below. Location (Street S Number)- j �Ci-e Q Owner or Tenant IJ _ S3 LA +-f..�C, Ci k _ `L - =�?� AL r-C — Owner's Address , , /TCY�/ I��'� ��!X 1:2 11 �' c� �i� �- - , Is this pert-+it in conjunction with as building permit: Yes ❑ No EJ (Check Appropriate Box) Purpose of Building ! t�'17r) ]'� j �tUtility Authorization NO. ��p `"'8 � l ' Existing Service Amps - T _ _ Volts Ove.-head Undgrd No. of. Meters New Service ^Amps ��/- 5/(} .Vol.t:r Overhead Undgrd No. of t:eters titmtber of Feeders and Ampacity --, 19 Location and Nature of Proposed Electrical Work No, of Lighting outlets No. of Hot Iubs / No, of Transformers Total }CVA ' Y Above In- No. of Lighting Fixtures Swimming Pool grnd,l Generators VVA No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting _ Battery Units No. of Switch Outlets r No, of Gas Burners- FIRE ALAR.`iS No. of Zonea No. of Ranges No. of Air Cond. -Total No. of Detection and tons Initiating Devices No, of Disposals Ido. of Ifeaats Total Total No, of Sounding Devices Tows: .._ KU j No. of Dishwashers Space/Area }Seating K.W No, of Self Contained __ _ .__..........._. _. ._ _� Detection/Sounding Devices No. of Dryers fleeting Device. KW Local Rlunicipal Other _ Connection _-� No. of Water Heaters KW Low Voltage Ballasts _ _.. Wi r i n F, No. Hydro Massage Tubs No. of Fk-)tors Total HF OTHER: INSURANCE COVERAGE: - Pursuant to�thn r•Aquirements of Massachusetts General Laws �^ T I have a current Liabilit ?assurance Pe,l.icy including Completed Operations Coverage or its .st+bstantial equivalent. YESto NO I have submitr.ed valid proof of same to this office. YES❑ NO [] If you have check-ed YES, please indicate, the type of coverage by checking the appropriate box. INSURANCE )A BOND E] OTHER [] (Please Estimated Value of Electrical Work S--52Z21--- (Exp iration Date Work to Start _ Inspection Date Requirnrl: Rough Final Signed under the penalties of perjury: �1 FIRM NAME e i`Y14' d'3 {: �:� a" �(' +P/ I.IC. N0. Licensee �7c:L V)e.� , 1i Signature __ _LIC. NO. Address - h F Aus. Tel. No.• r>} r�t'n=- � _.1�:._. "� BusAlt. Tel.. No. OWNER'S INSURANCE WAIVER: Z am aware. chat the.. Licensee les/not have the insurance coverage or its sub- stantial equivalent as required by [tas>,ar:ttt.a? t':s Cenerai "Gac+4r and that my signature on this permit application waives this requirement, :,)caner Agent Vlease check one) i PERMIT FEF. S ��� Location l o/ /48 l c1 P4 Jd in/No Or No. 'y Date �ORTh TOWN OF NORTH ANDOVER OL FAilmiilhs .'e Certificate of Occupancy $ �� �'�s''•a° t<� Building/Frame Permit Fee $ ncMus O Foundation Permit Fee $ Other Permit Fee $ TOTAL $ S'— Check # yo 16296 144A Building Inspector Inspector TOWN OF NORTH ANDOVER / BUILDING DEPARTMENT APLICATION f0 CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING spy +..lF / BUILDING PERMIT NUMBER: DATE ISSUED. SIGNATURE: Ilk Building Cominissioner/Ins for of Buildings Date z SECTION 1-SITE INFORMATION Z6 r y 0 1.1 Property Address: 1.2 Assessors Map and Parcel Number Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: v iO .Sr�uf Fiarx�lu Rei oaf /3,0&3 /00 Zonin District Pro used Use Lot Af&(sf) Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 Water Supply MGLC.40.S1 34) 1.5. Flood Zome Information: 1.8 Sewerage Disposal System Publir Privara ❑ ,Z.oaa Outside Flood Zane � Municipal On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHENAUTHORIZED AGENT M 2.1 Owner of Record Te- filiwes _d ,d4-i®%f►/l A4 JA re- to%A1r,a•.' , J ? Name(Print) T Address for Servi : Signature Telephone O 2.2 Owner of Record: V� Name Print Address for Service: 0 z M Signature Tele hone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: C f 6 7 2` 4 O f License Number Addres /J Expiration Date Signature Telephone r, 3.2 Registered Home Improvement Contractor Not Applicable ❑ ®' Company Name m Registration Number r Address r Z Telephone Expiration Date Q -Signature V SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(5) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Si ned athdavit Attaclied Yes...... No.......0 SECTIONS Descri tion of Proposed Work check- a licable) New Construction X Existing Building 0 Repair(s) ❑ Alterations(s) ❑ Addition ❑ ru Accessory Bldg. 11 Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost 'Dollar to be (Dollar) QF� 7SE QNI:Y7.7 e..- Completed 'Com leted by permit applicant 1. Building �j t�t� (a) Building Permit Fee / V Multiplier 2 Electrical / (b) Estimated Total Cost of 6,20,C) Construction S SD 3 Plumbing at) Building Permit fee(a)x (b) 4 Mechanical(HVAC)J/ 5 Fire Protection 6 Total 0+2+3+4+5) Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, _ ,as Owner/Authorized Agent of subject property Ilerebx authorize to act on My behalf in alt nlittters relative to work authorized by this building penillt application. Signature of Ovvller Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, "(ZI C2 s /f ,as Owner/Authorized Agent of subject property llereby declare that die sw[emients and information on elle foregoing application are true and accurate,to the best of my knowledge and belie i r Print Name -- 1-03 Signat[re of OwnerlAa�ttt Date NO. OF STORIESSITE �� j xd BASEMENTOR SLAB rFa SIXF 01:1,I.00R TII4 BERS 1Sr / J Pr 2 X' 3 " SPANT DIMENSIONS OF S11LS DINILNSIONS OF POSTS DllviFNSIONS OF GIRDERS 44 I11:IGIIT OF FOIJNDATION i THICKNESS D�d SILL• O F00'11NU i x MA l"ERLAI.OF C111NINEY 0 G 1S BUILDING ON SOLID OR FILLED LAND IS 131JI1_DING CONNECTED TO NATURAL GAS LINE FORM - U - LOT RELEASE FORK( INSTRUCTIONS' This form is used to verify that all-necessary approval!permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable,requirements. .r■.... ..... ........ r r r a r a.r a a r r r r.r r.r r r r r a..a.r r.a■..war■.....■r■r.a■r.a a a APPLICAINT 1- "' d CSU✓ LLQ PHONESorS 71F7-00'92—,rr�5< ASSESSORS ti AP NUMBER /®8C LOT NUMBER. SUBDt%gSION --,g-PeS/ ✓/elr,/ LOTNUMBER STREET' Drlile STREET NUMBER O � ■..a r a r r r a.. .a r■..■a.rrr.r .............. r r r r r a..r..■...r.r r r r a r.r t....r..r OFFICIAL USE ONLY ..r ......... ..a....................................r..................rrr■ RECO MENIp.ATIONS OF TOWN AGENTS a..a s.....a a a..t a■ j DATE APPROVED a 3 CONSERVATION Q.DMIIIISTRAT '' 11 DATE REJECTED CONGA-EN-TS N�YI 1vl+^�6��GtiBna� Lef DATE APPROVED `� (� _ TO �1NE . DATE- RL-JE •D APR 0 3 003 COMM", �/ � vVe TH ANDOVER fNQ ISEANNWO DgrARTMENT DATEAPPROVED FOOD INSP C OR-kT-ALTN DATE REJECTED DATE APPROVED SEPTICj �T • TH DATE REJECTED C ivQv(EN-i'S PUBLIC WORKS-SEWER/WATER CONNECTIONS r - DRIVEWA lz UV(Tr 0 DATE APPROVED FTRE DEP. TtiiENT DATE REJECTED COtvGAENTS I RECEIVED.BY BUIhDING INSPECTOR DATE IN, Od `. I � 151x3 i1=143-80 rn -� BFB 14 4.3 V `til 4x5 8 =141.0 O \ \ h-Q!T 18 1310 3 PULTE HOME CORPM:A110N RESERVES THE RIGHT TO MAKE FIELD CHANGES TO TI-Il PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAW, MEET SETBACK REQUIREMENTS. AVOID LEDGE OR ACCOMMOOME THE CONSTRUCTION OF THE HOME IN THE Mo5'f OPTIMUM WAY. THM FIELD ADJUSTMENTS MAY BE MADE NAIHOPT CONSULTATION VAIH 1HE OUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME- PROPOSED SITE PLAN I LOT 18 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L-P. I NOR1-H ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS i PREPARED F014 PULYE HOME CORP. OF NEW ENGLAND 02$TONQNEHHAM.A ANE.MA G22180180 I 2.87 1t-J NPIKE ROAD - SUITE 200 (611) 436-6121 SOUTHBOR,OUGH, MMASSACH"TIS 01772 SCALE: 1"-20' DATE: 3/17/03 Growth Management Bylaw Exemption Statement Town cf Narth'Andcver Building Department Tnis faun anad bey uasd to assist the 8uiiding Department in their determination of exemptions under section 8.7.5 of the Town of North Andover Growth Management Bylaw, The building applicant shall provide all of the necessary information i as rreyutstW beeiaw. J ' irnr3 n ,c,pplicant on Building Permit(below) Addresg'at'Proparj for.Permit(telow) ��� boa®e. Niap and Parcel: P rp"a of 'plicatien (check below)~ Two Family P e M rrtlzeer of Applicant ,�[Single Famiiy Y I tttec.ilrtd }ezrt igned applicant fr�r tRe above property attest that the attached building penn4;or which this farm 61 t;,orrtPfeted dunes comply with the E{S+wPTIQµ5ection 8.7.6 of the North Andover Growth tPtettttt Hylaw, i also tlridarduld providing this form does not absolve me or any party to this permit hom'b requirements of obtaining other permits required prior,to the issuance of the 9uilding Permit. NIPTON status Funs at I understand that my interpretabon ofahQtheEXE Build nig Permit slued ct to review by the Building Qg9atwneeni and is only nfftcaUY accepted g4444 an aacugn 4,7,6 of the NQrM Andover Growth Bylaw the above lot and the work as applied for on the abovei lot, in the building permit application and associated attachments,complies with one or more of the foflataing:%*c ions as indicated by a check mark. Thia is an application for a of this q emit for provided larg meno addin restoration,esientior econstruLton at unit s Leered a dwelling in exusreaat as of the edec dw y`� The Jetta)w%rdwes croaad prior to May a, 1964 are exempt from the provisions of this SeGion a.7 of the Zoning �ytaw• � rhia appiiG:tuon is far awsUtnq unite far taw and/or modar&to income families or Individuals,where all of the �aottians of B.T.B.cart met andlat mpreaenm Owelgng units for senior residents,whore occupants/of the units is resfticed to senior persona throuQh a properly executed and rtaorded dead reatriaien running with the land. For > of alis aecdan'asnW shall mean persons over 00 age of 55. This appticadan Is a part of a develapMept pfQ1Q= which voluntarily agreed to a minimum 413%permanent reduca�yn in density,(bwtdable lots},belOW the density,{tutUdable lois},permitted undecxoninq and feasible given the ' strvircnrnanLal wndttiana of the trrc,with the surplus land equal to at least ten buildable acres and permanently dtaigna d as open space and/or humland.The land to be preserved shall be protat;.ad tram development by an Agriritlistcal lsreservatian Restricaan,Conservation fZastriCpon,dedltatltan to the Town,or other Similar mechanism apprqvact by the ptaruting 8aatd that wig ensure Its protaedign.. Thix apptit"on represents a tray at land existing and not held by a Qevalcper In common ownership with an aecjac:ctt•pucsi on the eflsctive date of this Saeslan 8.7 shall receive a one-time exemption from the Planned Growth Rats and peveiapment schedulinq provisions far the purpose of constructing one single family dwelling unit on the =L11ti>Q applicatlan repraasna a tai whim is readx for building permits,(Le.all other permits from all other bo rds had and r rtmrpissigcm have been raasived and the project is in aomplletnaa with those permits},and the OeveloPment Sc. data not a ceta lasuing a building permit In the Teat,one building permit will be issued per Year Pcant must 0woko2MOU until such time as the Cavoicament_Schedule accommodates issuing building permits. APP supply agproved form U with this EXEMPTION, Ptease provide any and all information that would assist the Building Oepartment in making a determination' that yCW appucutian is allowed one or more of the above EXEMPTIONS. �`1 signing Odiow I aaest to Nz accuracy of the information provided and that the attached building permit is I: ayawcd an C,<Ec41PT14M as cited above. Fuc-Mar I understand that the submittal of misleading and or inacc.ut ae ins ion• or the cliecting off of an above it which does not comply,whether done to my 1;,u,.�lydg not. grounds for iusai by the iidin epartment to issue a Building Permit. �;fanacuro or whey or�ucnOreoa Agent a sr the tGacrted Bullding Permit Oate This form must ba a=ched to the Building Permit upon application for such permit i l Sent By: PULTE HOME CORP; 1 401 739 6457; Mar-25-03 15:46; Page 9/15 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC RES checkSoftware Version 3.5 Release lb Data filename:F:\files\CST\SHARE\MecCheck\M ode]EnergyCode\MASCHECK\Lot 18fv.rck TITLI✓: Lot# 18 Huntington Elevation# t CITY:North Andover STATE:Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family DATE:03/25/03 PROJECT INFORMATION: Forest View, North Andover, Ma. COMPANY INFORMATION: Pulte Homes of New England,LLC NOTES: Customer purchased elevation I with Florida rm.,2 walkout bays(front),2 additional windows and finished family room basement COMPLIANCE:Passes Maximum UA=540 Your Home UA=540 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 20 38.0 0.0 1 Ceiling 2: Flat Ceiling or Scissor Truss 600 38.0 0.0 18 Ceiling 3: Flat Ceiling or Scissor Truss 1088 38.0 0.0 33 Ceiling 4: Cathedral Ceiling(no attic) 280 38.0 0.0 8 Wall 1: Wood Frame, 16"o.c. 972 15.0 0.0 75 Wall 2: Wood Frame, 16" o.c. 612 15.0 0.0 47 Lyall 3: Wood Frame, 16"o.c. 612 15.0 0.0 47 Wall 4: Wood Frame, 16"o.c. 120 15.0 0.0 9 Wall 5: Wood Frame, 16"o.c. 120 15.0 0.0 9 Wall 6: Wood Frame, 16"ox. 972 15.0 0.0 22 Window-2852-3:Vinyl Frame,Double Pane with Low-E 87 0.340 29 Window: 28310:Vinyl Frame,Double Pane with Low-E 11 0.340 4 3072 1/2 round wl 1852 Hankers,Palladian window: Vinyl Frame, Double Pane with Law-E 36 0.340 12 Window:2046-24 Vinyl Frame,Double Pane with Low-E 19 0.340 6 Window: 6-0x6-8 slider: Vinyl Frame,Double Pane with Low-E 78 0.300 23 Sent By: PULTE HOME CORP; 1 401 739 6457; Mar-25-03 15:46; Page 10/15 j Window:2852-2:Vinyl Frame,Double Pane with Low-E 256 0.340 87 'Window: 1862:Vinyl Frame,Double Pane with Low-E 46 0.340 16 Window:4062:Vinyl Frame,Double Pane with Low-E 50 0.340 17 Window:2852:Vinyl Frame,Double Pane with Low-E 29 0.340 10 Window:2846: Vinyl Frame, Double Pane with Low-E 25 0.340 9 Door: 3-0x6-8 w/2 sidelights: Solid 33 0.280 9 2-8x6-8 service,door: Solid 18 0.180 3 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 320 21.0 0.0 14 Floor 2: All-Wood Joist/Truss,Over Unconditioned Space 280 30.0 0.0 9 Floor 3: All-Wood Joist/Truss,Over Unconditioned Space 208 21.0 0.0 9 Floor 4: All-Wood Joist/Truss,Over Unconditioned Space 320 21..0 0.0 14 Furnace 1:Forced Hot Air,81.5 AFUE COMPLIANCE STATEMENT: The proposed building g design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES check Version 3.5 Release 1b (formerly MECchecl and to comply with the mandatory requirements listed in the REScheckInspec 'on Checklist. Builder/Designer Date 3 LO Area Calculator: 0) m IL Assembly Type Width x Length = Gross Area Comments/Description 1 Flat Ceiling or Scissor Truss 2'-0" 10'-0" 20.00 ft2 second floor ceiling area 2 Flat Ceiling or Scissor Truss 30'-0" 20'-0" 600.00 ft2 second floor ceiling area 3 Flat Ceiling or Scissor Truss 34'-0" 32'-0" 1088.00 ft2 second floor ceiling area 4 Cathedral Ceiling no attic) 14'-0" 20'-0" 280.00 ft2 Florida Rm.ceiling r 5 6 7 Lo N 9 Ca 10 � 11 12 13 14 15 � 16 m 17 rn 1& r 19 0 20 �t 21 r 22 23 24 25 26 cc 0 U w 0 w H J d Ceiling Area Total:1988.00 03/25/03 15:13:23 111 a� LO Area Calculator: N N n D_ Assembly Type Length x Height = Gross Area Comments/Description tion 9 9 P 1 Wood Frame, 16"o.c. 54'-0" 18'-0" 972.00 ft2 front elev. 2 Wood Frame,16"o.c. 34'-0" 18'-0" 612.00 ft2 right elev. 3 Wood Frame,16"o.c. 34'-0" 18'-0" 612.00 ft2 left elev. d 4 Wood Frame,16"o.c. 12'-0" 10'-0" 120.00 ft2 Florida Rm,left elev LO 5 Wood Frame,16"o.c. 12'-0" 1 10'-0" 120.00 ft2 Florida Rm.right elev M 6 Wood Frame, 16"o.c. 54'-0" 18'-0" 972.00 ft2 rear eiev. C0 7 LO 8 N 9 L 10 � 91 12 13 14 ti 15 `n 16 17 rn 18 M r` 19 20 21 T 22 23 24 r O U W Mi O W J a. Exterior Wall Area Total:3408.00 'm 03/25/03 15:13;23 1 J1 a� L Area Calculator: n Add to Window Unit Total Comments/ I Library Name Assembly Type Quantity Width x Height 1=1 Area Area U-Factor SHGC Description 1 2852-3 Vinyl Frame,Dou 2 8'-3" S-3" 43.31 86.62 ft2 0.340 Superseal Low E Argon 2 28310 Vinyl Frame,Dou 1 2'-9" 3'-11" 10.77 10.77 ft2 0.340 Superseal Low E Argon 3 3072 1/2 round w/1852 Vinyl Frame,Dou 1 6'-0" 6'-0" 36.00 36.00 ft2 0.340 Superseal Low E Argon ,n Hankers,Palladian window T 4 2046-2 Vinyl Frame,Dou 1 4'-1" 4'-7" 18.72 18.72 ft2 0.340 Superseal Low E Argon 0 5 6-0x6-8 slider Vinyl Frame,Dou 2 5'-11" 6'-7" 38.95 77.90 ft2 0.300 Superseal Low E Argon LO 6 2852-2 Vinyl Frame,Dou 9 5'-5" 5'-3" 28.44 255.96 ft2 0.340 Superseal Low E Argon a 7 1862 Vinyl Frame,Dou 4 J 1'-10" i 6'-3" 11.46 45.84 ft2 0.340 Superseal Low E Argon 8 4062 Vinyl Frame,Dou 2 4'-0" 6'-3" 25.00 50.00 ft2 0.340 Superseal Low E Argon CO 9 2852 Vinyl Frame,Dou 2 2'-9" 5'-3" 14.44 28.88 ft2 0.340 Superseal Low E Argon 10 2846 Vinyl Frame,Dou 2 2'-9" j 4'-7" 12.60 25.20 ft2 0.340 Superseal Low E Argon 11 4 12 ti [14 Ln rn r 0 19 I 20 r 21 22 I a= 0 0 W M 0 W t— J o Window Area Total:635.89 m 03/25,'03 15;13:22 111 +J I CO LO Area Calculator: Assembly Type Width x Length = Gross Area Comments/Description 1 All-Wood Joist/Truss,Over Unconditioned Space 16'-0" 20'-0" 320.00 0floor area over unfinished basement 2 All-Wood Joistffruss,Over Unconditioned Space 20'-0" 14'-0" 280.00 ft2 floor area over garage co 3 All-Wood JoisUTruss,Over Unconditioned Space 16'-0" 13'-0" 208.00 ft2 floor area over unfinished basement 4 All-Wood Joist/Truss,Over Unconditioned Space 16-0" 20'-0" 320.00 ft2 floor area over unfinished basement `T 5 � 6 O 7 L 8 N 9 ca 10 ZE 11 12 13 14 r 15 LO 17 °) 18 ch 19 0 20 21 r 22 23 24 O U W 2E O W F- J v Floor Area Total:1128.00 ED " 03/25/03 15:13:23 aD • Forest View Estates Drawing Date:3-31-03 3/31/03 14; 0 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #18 - 148 Palomino Drive N. Andover, MA Drawing Date: 3-31-03 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities: Fire Department SYSTEM DESIGN Code:NFPA Hazard:Light System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V3610 Area per Sprinkler 190 sq ftI Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.7 psi Required: 93.7 @ 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 1 At a Flow of 1540 gpm 1 Make: 1 Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes: Garage calculation. OF Mqs� � AUAN cy� CAM N m EPR S � FGIS't� l�Vp►1. Forest View Estates Drawing Date:3-31-03 3/31/03 14: 0 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 49.2 psi 1 11-�" "CG" Adapter 0 ' 120 1. 610 62 .0. 0 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 62 0.7 1 Pipe 11-�" 40x21 CSC 3' 120 1. 610 62 0. 4 1 1;1" CPVC Reducer 0' 120 1. 610 62 0. 0 1 1'-i" Thrd 90 Ell DI 4 ' 120 1. 610 62 0.7 1 1;-1" Thrd Ball Valve CSC "F19" 0' 0 1. 610 62 0. 0 1 11,x" Thrd Ball Valve CSC "F19" 0 ' 0 1. 610 62 0. 0 1 11.x" Fingd Back Flow Valve Watts "00 0 ' 0 1. 610 62 0. 0 Elevation Change 8 ' 0" 3. 5 1 11-1" Thrd 90 Ell DI 4 ' 120 1. 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" Kx21 Copper 50 ' 150 1. 481 162 38 . 4 Hydr Ref R1 Required at Source 162 93.7 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 6.0 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 93.7 psi This is a safety margin of 6.0 psi or 6 of Supply f Maximum Water Velocity is 13. 0 ps Forest View Estates Drawing Date:3-31-03 3/31/03 14: 0 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 1�44" 0 0 213" 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 0 813" 0" 0. 0 30 . 0 30. 0 REF 12 31. 1 1' 0 0 518" 13.0 fps 31. 5 31. 5 PATH 2 1. 400" 1 0 610" 0. 170 2. 0 1. 1 K= 5.54 61.7 150 PV 0 1118" 0" 0. 0 30.4 REF A2 1:44 0 0 10" 13. 0 fps 33.5 1. 400" 0 0 0" 0. 170 0. 1 61.7 150 PV 0 10" 0" 0. 0 REF A3 1lK" 2 0 3914" 13. 0 fps 33. 6 1.400" 3 0 2410" 0. 170 10. 8 61.7 150 PV 0 6314" 1113" 4 . 9 REF W 61.7 gpm PATH 1 K= 8.80 49.2 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO 12 HEAD 6 31. 1 119" 1 0 213" 6.5 fps 30. 8 30. 8 30. 8 0. 16 gpm/sq ft 1. 400" 0 0 310" 0.048 0.2 0. 0 0. 0 K= 5. 60 31. 1 150 PV 0 513" 0" 0. 0 30. 8 30.8 REF 14 134" 0 0 714" 6. 5 fps 31.0 1.400" 0 0 0" 0. 048 0. 3 31. 1 150 PV 0 714" 0" 0. 0 REF 13 1'k" 0 0 218" 6. 5 fps 31 . 4 1. 400" 0 0 0" 0. 048 0. 1 31. 1 150 PV 0 218" 0" 0. 0 REF 12 31.1 gpm PATH 2 K= 5.54 31.5 psi Job Water Required Hose Allowance Drawn By • Forest View Estates Static Pressure: 100.0 psi Pressure: 93.7 psi Inside: 0 gpm SprinkCAD Lot#18- 148 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 0 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 6.0 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 - 1000 2010 Supplv • 80 P S 1 60 40 - 20 --- 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) f ,h Forest View Estates Drawing Date:3-31-03 3/31/03 14: 1 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #18 - 148 Palomino Drive N. Andover, MA Drawing Date: 3-31-03 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V2720 Area per Sprinkler 230 sq ftl Orifice: 3/8 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 0 gpm l CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.0 psi Required: 85.5 @ Source WATER SUPPLY Water Flow TestPum Tank or Reservoir i p Data I Date of Test l Rated Capacity 0 gpm. Capacity 0 gal Static Pressure 100. 0 psi l Rated Pressure 0. 0 psi i Elevation 0 Residual Pres 78 . 0 psi l Elevation 0 At a Flow of 1540 gpm I Make: I Well Elevation 0" ( Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes: Two head calculation. OF Q=� AUAN � N � m Forest View Estates Drawing Date:3-31-03 3/31/03 14: 1 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 48.8 psi 1 11-1" "CG" Adapter 0 ' 120 1. 610 46 0. 0 1 11-1" Thrd 90 Ell DI 4 ' 120 1. 610 46 0. 4 1 Pipe 11W" 40x21 CSC 3' 120 1. 610 46 0.2 1 11-�" CPVC Reducer 0' 120 1. 610 46 0.0 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 46 0. 4 1 11-1" Thrd Ball Valve CSC "F19" 0 ' 0 1. 610 46 0. 0 1 11-1" Thrd Ball Valve CSC "F19" 0 ' 0 1. 610 46 0. 0 1 11-�" Fingd Back Flow Valve Watts "00 0' 0 1. 610 46 0.0 Elevation Change 810" 3. 5 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 46 0. 4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11W' Kx21 Copper 50' 150 1. 481 146 31. 8 Hydr Ref R1 Required at Source 146 85.5 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 14.2 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 85.5 psi This is a safety margin of 14.2 psi or 14 % of Supply Maximum Water Velocity is 9.7 fps Forest View Estates Drawing Date:3-31-03 3/31/03 14: 1 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 Forest View Estates Drawing Date:3-31-03 3/31/03 14: 1 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SU14MARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 23. 0 1" 0 0 4" 7. 7 fps 30. 0 30. 0 30.0 0. 10 gpm/sq ft 1. 109" 0 0 0" 0. 129 0.0 0. 0 0.0 K= 4 .20 23.0 120 PV 0 4" 0" 0. 0 30. 0 30. 0 REF 16 1" 3 0 1713" 7 .7 fps 30. 0 1. 109" 0 0 610" 0. 129 3. 0 23.0 120 PV 0 2313" 813" 3. 6 REF 15 23. 0 1'44" 0 0 416" 9.7 fps 36. 6 36. 6 PATH 2 1.400" 1 0 6' 0" 0. 099 1. 0 0. 6 K= 3. 84 46.0 150 PV 0 1016" 0" 0. 0 36. 0 REF A3 1''4" 2 0 3914" 9. 7 fps 37 . 6 1. 400" 3 0 2410" 0. 099 6. 2 46.0 150 PV 0 6314" 1113" 4 . 9 REF W 46.0 gpm PATH 1 K= 6.59 48.8 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO 15 HEAD 3 23.0 1" 0 0 4" 7 . 7 fps 30. 0 30. 0 30.0 0. 10 gpm/sq ft 1. 109" 0 0 0" 0. 129 0.0 0.0 0. 0 K= 4 .20 23.0 120 PV 0 4" 0" 0.0 30. 0 30.0 REF 17 1" 2 0 913" 7.7 fps 30. 1 1. 109" 1 0 91 0" 0. 129 2.3 23.0 120 PV 0 1813" 813" 3. 6 REF 15 23.0 gpm PATH 2 K= 3.84 36.0 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 85.5 psi Inside: 0 gpm SprinkCAD Lot#18- 148 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 0 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 14.2 psi (800)495-5541 Remote Area:2 Date/Loc: Lot#65 140 120 10 Suppl, 80 — P S I 60 - 40 - 20 - 100 04020100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:3-31-03 3/31/03 14: 4 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #18 - 148 Palomino Drive N. Andover, MA Drawing Date: 3-31-03 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA Designer: W. C. Davis 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 ft ) Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V2718 Area per Sprinkler 160 sq ft1 Orifice:3/8 K-Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 50 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 116.0 psi Required: 56.5 @ 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 ( Elevation 0 1 At a Flow of 1540 qpm 1 Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes: Single head calculation. 10 A OF hi, �3� ssq� �� tiN v 0. Is IONW. Forest View Estates Drawing Date:3-31-03 3/31/03 14: 4 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 16 32.1 psi 1 11-�" "CG" Adapter 101 120 1. 610 16 0.0 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 16 0. 1 1 Pipe 11W" 40x21 CSC 3' 120 1. 610 16 0. 0 1 111" CPVC Reducer 0' 120 1. 610 16 0. 0 1 11,�" Thrd 90 Ell DI 4 ' 120 1. 610 16 0. 1 1 11-i�" Thrd Ball Valve CSC "F19" 0 ' 0 1. 610 16 0. 0 1 11-�" Thrd Ball Valve CSC "F19" 0 ' 0 1. 610 16 0. 0 1 11-�" Fingd Back Flow Valve Watts "00 0 ' 0 1. 610 16 0. 0 Elevation Change 810" 3. 5 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 16 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 1;i" Kx21 Copper 50 ' 150 1. 481 116 20.7 Hydr Ref R1 Required at Source 116 56.5 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 116 gpm 99.8 psi SAFETY PRESSURE 43.3 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 56.5 psi This is a safety margin of 43.3 psi or 43 of Supply Maximum Water Velocity is 5. 4 fps Forest View Estates Drawing Date:3-31-03 3/31/03 14: 4 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/I,D^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 Forest View Estates Drawing Date:3-31-03 3/31/03 14: 4 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 16. 0 1" 2 0 1611" 5. 4 fps 20. 9 20. 9 20. 9 0. 10 gpm/sq ft 1. 109" 1 0 910" 0.066 1. 6 0. 0 0. 0 K= 3.50 16.0 120 PV 0 2511" 813" 3. 6 20. 9 20. 9 REF 13 13,44" 0 0 218" 3.4 fps 26. 1 1. 400" 0 0 0" 0.014 0. 0 16.0 150 PV 0 218" 0 0. 0 REF 12 1',44" 0 0 518" 3. 4 fps 26.2 1. 400" 1 0 610" 0. 014 0.2 16. 0 150 PV 0 1118" 0" 0. 0 REF A2 1''4" 0 0 10" 3. 4 fps 26. 3 1. 400" 0 0 0" 0. 014 0. 0 16. 0 150 PV 0 10" 0" 0. 0 REF A3 1k" 2 0 3914" 3.4 fps 26.3 1. 400" 3 0 2410" 0.014 0. 9 16.0 150 PV 0 6314" 1113" 4 . 9 REF W 16.0 gpm PATH 1 K= 2.82 32.1 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 56.5 psi Inside: 0 gpm SprinkCAD Lot#18- 148 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 116 gpm Outside: 50 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 43.3 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 - 120 - 1000111 4012010 Suppl 80 P S I 60 -- 50 gpm hose 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) Bond # 929262655 Aggregate Limit $ FORIVI F PERFORMANCE BOND AGREEMENT NORTH ANDOVER PLANNING BOARD AGREEMENT made in consideration of approval of the within subdivision by the Planning Board and the acceptance of the security bond on this day of September, 2002 by and. between the Town of North Andover, a municipal corporation acting through its Planning Board and Pulte Home Corporation of New England having a usual place of business at 257 Turnpike Road, Suite 200, Southborough, MA 01772 hereinafter referred to as the "Applicant" and Owner" owner of the land shown on the following plans: Lots 12_=x; 75A, 76A,1,77A;78A; and'79AVas shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lotscl3; 14,,�l5;'�16; 17, fl 8 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. for title to the property see deed from Mesiti-Moore's Fall, LLC to Pulte Home Corporation of New England dated June 28, 2000 recorded at the Essex North District Registry of Deeds at Boole 5793, page 267, and deed from Moore's Fall Corporation to Mesiti-Moore's Fall, LLC dated November 6, 1997 recorded at the Essex North District Registry of Deeds at Book 4886, page 292 and deed from David White to Mesiti-Moore's Fall, LLC dated April 30, 1998 and recorded in the Essex Registry of Deeds at Book 5039, page 249, agree as follows: I. The applicant hereby agrees to construct the ways and install the utilities in the foregoing subdivision in accordance with the following: i. Application for Approval of Definitive Plan (Form C) dated ii. All the conditions of approval of the Planning anrung Board in their decision dated April 13, 1998, which are specifically set forth in Exhibit 1 and attached hereto and made a part thereof, this Performance Bond Agreement; . and All the requirements of the Subdivision Rules and Regulations of the North Andover Planning Board dated and revised February, 1989 under the authority provided by Section 81Q of Chapter 41 of the General laws (Te. Ed.) as amended; except for the waivers which have been granted by the Planning Board as specifically set forth in Exhibit 2 and attached hereto and made a part thereof, this development agreement. Any modifications to a previously approved subdivision plan pursuant to M.G.L. Chapter 41, Section 81 W would necessitate a separate performance bond agreement to be completed in addition to the performance bond agreement filled out for the definitive subdivision approval; and IV. In accordance with the Subdivision Plans and profiles submitted by the Applicant and approved by the Planning Board; and '. T lie applicant acknowledges that the waivers that are specifically designed in Exhibit 2 are the only waivers that are acknowledged and approved by the Planning Board as of the data of the approval of the Subdivision Pian; and The Applicant agrees that the subdivision shall conform to all the requirements of the Subdivision Rules and Regulations except as waived by the Planning Board in writing if the de�elopment is not consistent with the Subdivision Rules and Regulations, the waivers granted thereto, and the conditions of Approval, the Applicant agrees to bring the development into compliance within twenty days of notice from the Planning Board of noncompliance; and The applicant agrees to construct the ways and install the utilities within two (2) years from the date of endorsement of the Subdivision Plan and Profiles, and furthermore agrees that construction shall be completed two years from the date of commencement of construction, or such further time as may otherwise be mutually agreed upon by both parties in writing. Failure to complete construction nstruction and installation within the time specitied may result in rescission of approval of the plan, or may result in the Planning Board, by a majority vote, voting to seize and utilize the surety funds to complete the construction and installation of the ways and utilities. Prior t Y o su sei�ure of surely n rands, however, the Planning Board shall provide the surety, on-tlayjnotice, an opportunity to complete the construction and installation of the bonded improvements remaining uncompleted. In the event the surety shall determine to complete the improvements, the parties shall thereupon agree upon a schedule for such completion, takin` into account the nature of the improvements remaining to be completed, the weather conditions, and such other factors as reasonably impact the schedule. >. The Applicant agrees to maintain all ways and utilities in the subdivision until the Planning Board finds that the subdivision is complete, and has received a favorable recommendation by the Planning Board for acceptance of all streets in the subdivision and action on a Town Meeting warrant article to accept the street, and the street has been accepted. Failure to maintain all ways and utilities may result in the Planning Board, by a majority vote, voting to seize and utilize the surety funds for maintenance of the ways and utilities. o. The Applicant agrees to record this agreement with the Subdivision Plan at the Essex County Registry of Deeds, and to forward recorded copies of this Agreement to the Planning Department within thirty (30) calendar days of the Planning Board's endorsement of approval of the Subdivision Plan. Failure to comply with this provision will result in automatic rescission of the Subdivision Plan. 7. This agreement shall be and is binding upon the heirs, executors, administrators, assignees and successors in interest, and upon the grantee or successors in title. The applicant shall notify any new owners, heirs, executors, administrators, assignees and successors in interest that this agreement has been executed, and shall provide written proof of disclosure of this notification to the Planning Department. The Planning board, however, agrees that in the event the owners of the property and applicant notify the Planning Board in writing of a transfer of title to the property, transferee shall replace the existing bond with another bond acceptable to the Planning Board. The existing bond shall remain in full force and effect until the Planning Board approves the subsequent bond. S. The Applicant is the owner(s) of the record of the Premises on said plan. 9. The bond provided to the Planning Board shall not lapse. The Applicant agrees that if the bond or other security lapses or is no longer valid, all unsold loss shall be considered to be under covenant and not be conveyed or built upon and the Town shall not issue buildings permits on such lots in the subdivision; and the Applicant shall forthwith forward to the Planning Board alternative security acceptable to the Board. 10. The Applicant agrees that no amount of the security will be released to the Applicant until such time as the Applicant has completed the work in accordance with all decisions and agreements, petitioned Town Meeting and obtained a favorable recommendation from the Planning Board for acceptance of all streets in the subdivision and obtained Town meeting approval for all streets in the subdivision. In no event, however, will any cash amount of security be released to the applicant and no bond reduction in the bond amount shall occur without the express consent of the surety, providing the security under this agreement, which consent will not be unreasonably withheld. 1.1. Prior to the signature of the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board consulting Engineer to perform a cost estimate to determine the amount of security to be posted for the subdivision and will post the amount as determined by this cost estimate for surety for the subdivision. 1.2. Prior to the signature of the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board Consulting Engineer to perform a cost estimate to determine the amount of security to be posted as surety for the subdivision. 13. Prior to the signature b the Planning Board gn y of this document the � Applicant agree to post sufficient funds to pay for the Planning Board consulting Engineer to determine a cost estimate for inspections to be performed annually by the Planning Board consulting Engineer for two consecutive years to ensure on an annual basis the amount, if any, that was determined by the Planning Board Engineer. 1.4. Prior to the signature by the Planning Board of this document, the Applicant agrees, if required by the Planning Board, to post sufficient funds for reasonable attornev's fees associated with the submittal and reviewing of this legal document when reviewed by the To«m's Legal Counsel. The Applicant and Bonding Company agree that if there is any conflict between this\ document and any other documents, they may have relating to this agreement, this document shall supersede and be binding on the applicant and surety company. l6. When a majority vote is made by the Planning Board to seize the funds being held by the surety company, the surety company, within 21 days, must provide the funds to the Town. Unless the surety shall have on notice from the Town agreed in writing to complete the improvements in accordance with the provisions of paragraph 4 herein. The Town of North Andover, acting by and through its Planning Board, hereby agrees to accept the aforesaid performance surety bond in the amount specified in this Agreement as security for the performance of the construction and installation specified herein. This document is executed as a sealed instrument. N WITNESS WHEREOF we have hereunto set our hands and seals on this date: Signatures Board Chair or Town Date PlarsTer, as authorize by vote of Planning Board i Siiahlr Applicant or its Authorized Agent Date aL a i Taxpayer LD. U 4'–AL2 47s Mfrs'. ac40E at Owner or its Authorized Agent S ti g �rr,�Csr F mate — GZ September 16, 2002 Signature of Bonding Company or its Authorized Agent Date Robert Porter, Attorney–in–Fact (PLANNING BOARD) COMMONWEALTH OF MASSACHUSETTS Essex, ss. , `'002 Then personally appeared the above-named , who acknowledged under oath that the foregoing is the free act and deed of the North Andover Planning Board, before me, Notary Public My Commission Expires: (.APPLICANT) COMMONWEALTH OF MASSACHUSETTS l::ssex, ss. 2002 Then. personally appeared the above-named_, iC��� � , who acknowledged under oath that the foregoing is the free act and deed, before me, Y C.d remission Expires: li E1 Z.t;cth A. ; ,�4i!ler I Ncta;y Ptlb;c 00mm0nw,eait! of rltasaachuse�ts My Commission Exp r,3s Islay 13, 2008 (OWNER) COMMON WEALTH OF MASSACHUSETTS Essex, ss. 5.6 ;1I1QIq 2002 Then personally appeared the above-named , ,� oqd ogjLY Z , —, who acicnowledged under oath that the foregoing is the free4actcuici,_edbefore me, Ne My Commission Expires: Eiiza�bat" n. P�ii.ar Notary R-:5c CommonNaaith of id:4s ��hus��ts My Gommissicn Ezpirss )'Viay 18, 20108 (SUPL, TY COMPANY COMNIONWEALTH OF MASSACHUSETTS Essex ss. 200" Then personally appeared the above-named_ who acknowledged under oath that the foregoing is the free act and deed, before me, i Notary Public My Commission Expires: i Continental Insurance Company Ta be anached to and fonn a part of Bond No. 929262655 Effective Date: September 10, 2002 'Bond _imoum: S83,859.51 Executed bv: Pulte Home Corporation of New England as Principal and by: Continental Insurance Company as surely in favor of: Town of North Andover (Obti;ee) in consideration of the mutual agreements herein contained, the Principal and the Surety hereby consent to adding the following paragraph: It is a condition of this bond that it will be in force until September 10, 2005, and the Surety may notify the Obligee by registered mail sixty (60) days prior to the expiration date that they elect not to renew this bond. Nothing herein contained shall vary, alter or extend any provision of condition of this bond except as herein expressly stated. i This rider is effective: September 12, 2002 Signed and Sealed: September 12, 2002 I Principal: Pulte Home Corporation of New England , Ev. Principal Calvin R. Boy , Director of Treasury Operations Surety: Continental Insurance Company i� Auomey-in-Fact Robert Porter POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT `Know All Men By These Presents,That The Continental Insurance Company,a New Hampshire corporation, and Firemen's Insurance Company of Newark, New Jersey, a New Jersey corporation(herein called"the CIC Companies"),are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals narain arfixed hereby make, constitute and appoint John R. Stoller, Julia T. Corcoran, Vincent J. Frees, Maureen E.Thomas, Bruce E. Robinson Calvin R Boyd Jane K Rotting, Colette R. 7ukotr, Suzanne Treppa, Robert Porter, Individually -- of _ Bloomfield Hills, Michigan their true and lawful Anomey(s)-In-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behaif bonos, undertakings and other obligatory instruments of similar nature — In Unlimited Amounts— and to bind them thareby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Anorney is made and executed pursuant to and by authority of the By-Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof,the CIC Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 22nd day of March, 2002. The Continental Insurance Company tai Firemen's Insurance Company of Newark,New Jersey Michael Gengler Group Vice President JI315 Or IIIInOIJ, County Of Cook, 55: On this 22nd day of March, 2002, before me personally came Michael Gengler to me known,who, being by me duly sworn,did depose and say: that he resides in the City of Chicago, State of Illinois;that he is a Group Vice President of The Continental Insurance Company, a New Hampshire corporation, and Firemen's Insurance Company of Newark, New Jersey,a New Jersey corporation described in and which executed the above instrument;that he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. 'OFFICIAL SEAL' DIANEFAULKN ' s' Notary Public,Slot,of Illinois My Commission Expire 9/17/05 My Commission Expires September 17,2005 Diane Faulkner Notary Public CERTIFICATE 1, Mary A. Ribikawskis,Assistant Secretary of The Continental Insurance Company, a New Hampshire corporation, and Firemen's Insurance Company of Newark, New Jersey, a New Jersey corporation do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By-Law and Resolution of the Board of Directors of the corporations printed on the reverse hereof is still .n 1L}f�YVony whereof I have hereunto-s izjuscribed my name and affixed the seal of the said corporations this 12TH day or The Continental Insurance Company Firemen's Insurance Company of Newark,New Jersey Mary A. Ribikawskis Assistant Secretary (R 3v. 10/11!01) , ACKNOWLEDGEMENT BY PRINCIPAL STATE OF MICHIGAN ) COUNTY OF OAKLAND) On this 12th day of September, 2002, before me, the undersigned authorized employee, personally appeared Calvin R. Boyd, who acknowledges himself to be Director of Treasury Operations of Pulte Home Corporation of New England and that he as such employee being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the Corporation by himself as such employee. MY Commission Expires: March 26, 2006 Notary Public, Marcia G. Howard lel i`"'�VI'>vtI�i!`?•;�,;7AA.2G.ZC'.,f, Oakland County, Michigan MH:033 II i FORM J LOT RELEASE Tl-le undersigned, being a majority of the Planning Board of the Town of North Andover, Massachusetts, hereby certify that- a. The requirements for the construction of ways and niunicipal services called for the Performance Bond or Surety and dated September to 2 00 and/or by the Covenant dated November 9, 1998 and recorded in. District Deeds, Book 5247 Page 76; or registered in N/A Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A in Registration Book N/A, Page N/A; has been completed/partially completed, to the satisfaction of tie Planning Board to adequately serve the enumerated lots shown on the following Plans: Lots"'.l 2A, 75A, 76A;Q77A';78A7 an7d ; A as shown on a plan of land entitled ,. "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte 1=Iome Corp. of New England, 257 Turnpike Road, Southboroutrh, Massachusetts 01772", drawn by Marchionda & Associates, L.P., Gatedy.",`�,pril 14, 2000, Scale 1 "==40% Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and �r ots'41 14; °l t.16-) 17,c1.b'as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Ando,,-er Massa.chu =� seti� prepared for�viesii� A 1� z �eveIopnlent Corporation, 11 Old Uoston -01oa 1, Tewksbury, Massachusetts 01876 by MHT Design Consultants, Locus t\-lap Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 1336 ' and as affected by corrective Plan Recorded as Plan Number 1372 ,7. r and said lots are hereby released. from the restriction as to sale and building z specified thereon. The Lots designated on said Plans which are the subject of this Lot Release are as follows: (Lot Number (s) and street(s)) Lots 12A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772' , drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale c: )OCLInu I\ADN/nNl-I\1,OCALS-I\-remplPorm.l-Lo!Release.doe ':•�',-. t% rte; .�---;:'.-:. 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number t-3761; and Lots 13, 14, 15, 16, 17, and 18 as shown on a plan of land entitled *'Definitive Subdivision Plans for Forest View Subdivision, Route 1 14/Salem Turnpike, North Andover, Massachusetts" prepared for Nfesiti Development Corporation, 1 1 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded.with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. 1). (To be attested by a Registered Land Surveyor) Lots 12A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, NIA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Nlassachusetts 01772" drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lots 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Miassachusetts" prepared for 1\4esiti Developn��rrent Corporation, 11 Old LVstoll R0Cld, Te`vvik- �'�, 1,lassachusetts 01 V71 6 by '"� - Design Cons�t.�ilt 1-o-J, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September ??, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 1 33 62 and as affected by corrective Plat .:_::, Recorded as Plan Number 13727 r - do conform to layout as shown on the referenced Plans Y Bove refere . l Nta .>.;;;., Registered Land Surveyor;`-"" c. The Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, acting by its duly orgY anized Planning Board, holder of a Performance Bond or Surety dated September 10 , 200 2 , zLnd/or Covenant dated November 9. 1998, from;Nlesiti-Moore'sFall, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of �: liuCt.indE—I\AIJMINI—I',L.oCALS-11Templl orm I-Lot Rcl�ase.doc Deeds, Book 5247, Page 76, or registered in Land Registry District as DoQument No. N/A and noted on Certificate of Title No. N/A, in Registration Book N/A, Page N/A, acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated above on said plans as follows: Lots 12A, 75A, 76A, 77A, 78A, and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 1 �761, and Lots 13, 14, 1 S, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200%dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. EXECUTED as a sealed instrument this 10 day of September , 2002. Majority 'of th Planning Board' Of the Town of North Andover C:\WINDO1\'S\Desl�iop\Form J-Lo(Rcleasc.duc I COMMONWEALTH OF MASSACHUSETTS i Essex, ss i - October 31 , 2002 Then personally appeared Kathleen McKenna , one of the above members of the Planning Board of the Town of North Andover, Massachusetts and acknowledged the foregoing instrument to be the free act and deed of said Planning Board, before me. - - , i Notary Public My Commission Expires: F:Newdocs/Pulte-Re/Forest View/Form J Lot Release i i i'AWINDOWSOesk�opTorm J-Lot Release.doc ORTfy Town o �� � � . ,w bAndover 0 No. Al*J +L i __ -$ o ndover, Mass., O + ICHE COOL LAKE S �ATE DuS � '� 7 CH 4 IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ..... - has permission to excavate and pour foundation at A � � ��/, /H�NO �• for the purpose of..13..R .ZF4 '1-YL * !m%!y �w.... y��i �'...J717� J................... ... .... .�......... ...... .. The person accepting this permit must return to the office of the Building Inspector a certified plot Nan show 4.1 of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. EI 104 D'UF, Nfx(;3':'i%. i'1-,114 �,_� t3 AIDING INSIT"GFOR NORTH Town of E over No. # '7A1 4 i , Q?OG COCHIC ' dower, Mass.,_ — .44 RATED S H E BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System �v /� . 0 ' e . BUILDING INSPECTOR THIS CERTIFIES THAT........................./................................................ .................................. ...... .......................... Foundation has permission to erect............../..................... buildings on Q....M 0.1y49.....�a..��.�! ... Rough . . ........ . ��� Y' '� A `�I � � �~ Chimney tobe occupied as....................... R.......�...... . ....... ..... ... .. ............ ....... .......(.................... ............ provided that the person accepting this permishall in every respect conform to the terms of the application on file in A Final this office, and to the provisions of the Codes and By-Laws relating to the Ins ection, Alteration and Construction of Buildings in the Town of North Andover. I C " DM PLUMBING INSPECTOR y b VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN b MONTHS Final UNLESS CONSTRUCTION T TS ELECTRICAL INSPECTOR A (/' Rough ......... Service .............. ............ BUILDING INSPECTOR 4. Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises -- Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. I SPECIFICATIONS S PRODS C T ACTION REQUEST e P .A.R. ; CODE'S DRAWINGINDEX � W � ACTION REQUESTED: RESPONSE: DESIGN CODES c1 GENERAL R e rf DM s 1,00 SPECIFICATIONS, SCHEDULES, & INDEX 1. wmu performed shoo amply with the followarg: PAR 7 99025 I _H A. mese general Holes anle11e amarwiae noted an porn=m product BASED ON C.A.B.O. BASIC BUILDING CODE 2.00 FOUNDATION PLAN INGROUND specifications. DATE=2-I-99 ADO PARTIAL PLANS FOR OIL HEAT CONDITIONS PARTIAL PLANS FOR OIL HEAT CONDITIONS ARE ADDED. 1995 EDITION d Z, E. 41 applicable lacal and state codes,ordinances and regal°G°ns. EFFECTED 5HEET5:2.01.4.00.4.01 2.01 FINISHED BASEMENT PLAN BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION 13 �1 G. to o«a11 wbara r a be bcua do net address meo-oomplia 3.00 FOUNDATION DETAILS x I contractor shall be bend re perform la strict compliance with - BASED ON WASSACHUSSETS STATE BUILDING CODE 780 CMR 6th EDITION 1 nanafoThect gen general rates en cod/or recommendations,thr PAR'00054 4.00 FIRST FLOOR PLAN jobThe geneml Halos Ono tsra,n details apply throughout Us D job unless otherwise nosed or mown. ATE 03/23/00 I. PROVIDE BOTH LPI 20 E 26A SERIES J015T LAYOU75. I. CHECKED FOR TRAP PR00LEM&-NOTED DlVGS.TO DE FOR BOTH 20 8 26A SERIES. 4.61 SECOND FLOOR PLAN � z 3. 0,ecrepancias: The:oni-ta,shell temp=o end coordinate EFFECTED SHEETS:8.00,6 OOA,8D1,8.OIA T p 5.00 ELEVATION #1 Z 4 J,drawings,when r the opir it the kchilcor,o rop,,padju BUILDING CODE ANALYSIS 5.01 ELEVATION z xi.,h,shall g Wiry report it to t,s.4zhilecl for Draper adjustment 7 ►�'�I taro proceeding 1, the w at PAR'00155 5.02 ELEVATION #a E� x F 4 11;11:i m the a ant im,,t eir cons ru the Construction DATE 0908/00 I ADD 3-CAR FRONT LOAD 5ARAOE. 1. ADDED 5HT 16.01 USE GROUPI R-4 5.02A ELEVATION #3 - ENGLISH BASEMENT c W Hol fully shown on the drawings,their construction shall he of the same Choractar as for similar conditions that are shown ar rated. 2. CHECK CLO J015T5 IN GARAGE 2, ADDED 2 X 10 CLO.J015T5&DELETED COLLAR TIES.5HT 9,00 CONSTRUCTION CLA55: UNPROTECTED 5. NI wad is I°be performed in a professional manner and n ac[oNonce wttb slondard practice and mmaisnift with manufacturer's NEIGH;&AREA LIMITATION: 2 STORY MA%1MUN:HOT 35 FEET 6.00 REAR AND SIDE ELEVATIONS and supPher's ae air ailed installation pm de-, ACTION REQUESTED: RESPONSE: EMERGENCY E5CAPEI EeR.=55 OR RE5CUE WINDOWS FROM 5LEEP W RooMS 7,00 BUILDING SECTIONS E. O�mensions shop he read of micaloled end newer scaled- SHALL HAVE A MINIMUM OF 5.7 50.FT. All dimensions are to the rough ante=s head othewise. NI dlwiags PAR'01-eel 7.10 KITCHEN AND BATH ELEVATIONS ora al 1'=<'-0'(1,14"=I'-D')unless nothe otherwise_ DATE 1-06106/I01 GARAGE/HOUSE CEILING/WALL ASSEMBLY,1/2"GYPSUM BOARD OR 5/8°GYPSUM DOARD F REQUIRED-WALL a CEILING CEjF1UN0AlI0NCE ILING W/20 MIN.GARAGE/HOUSE DOOR. 8.00 FIRST FLOOR FRAMING PLANS ncrat S ConuetI)Provide Optional English basement.for Al-WO 3, I) Provided Optional English 5aserc,ent for elevation 3. (2.00;400:5.02A.6A0,9.00) INTERIOR STAIR PROTECTION: (1)LAYER OF 1/2"GYP5UM 60ARP TO ALL SURFACES IN A6CE551511E AREA5 8,01 SECOND FLOOR FRAMING PLANT I. The concrete Froper6es enol be as fel- 2)AHI part.fourlcs(lon path,,f 5unroom to match FY=I Floor. 2)Adyisted part.foondation plan f 5unroom to match Fret Fber. (2.00:6.00) LIE51ON LOADS: LIVE LOAD FLOORS 40 P5F i Din Camp strep U, Nin.aggregate 31 Change Faye,well to be 2 x 6 6cicm,Framing 3)Chane Foyer all to be 2 x 6 Balloon Framing (4.00(e):4.01(5)''5.00-5.02A:LED:8.01(x): 9.66 ROOF FRAMING PLANS lyem da s 'I Size Slumq 4)6han e Window R.O.4 10°to%ndow R0.49°f Opt 5e Windows. 14.00) 9 y r w 9 LIVE LOAD ROOF 35 FSF(MIIJ.TOP CORD) Fmtings 3000 1/2-1 4- 4;/-I.) 9 P y DEAD LOAD:FLOOR AREA 12 PSF 1 D.66 TYPICAL WALL SECTIONS Slab an 3000ONTT 1/2-t 4°S;/-1/2') 4)Changed Window R.O.c 10°to Wr,doa.R.O.-9°f Opt Days U.4ndowa. (4 L'0(0)r 8.00(e)) I DEAD LOAD ROOF:17 P5F(TRUSSES) grade 35D0(O'T)GARAGE DECK5:40 1`51' 11.00 STANDARD INTERIOR/EXTERIOR DETAILS ' Word 3000 lie-1 4'(+r-1/27 ACTION REQUESTED: RESPONSE: WIND LOAD=18 F5F 11,01 STANDARD DETAILS 2. Ounces wart shall can'orm to all requirements of ACI-318-89 51AIR LOAD5=40 PER and AD 301-72,sp.d,Cdi-for stnlctarml concrete for buildings. SNOW LOAD:35 P5F 11.62 STANDARD DETAILS 3. NI reinforcement,onchovbelts,pipe sleeves and other inserts PAR'02-335 shad be posnmey se=ared in plana belore can rate la placed. DATE: 09/10/02 11.03 STANDARD DETAILS 4. Provide 95S backHd no ti at s"Byers al ad slobs 12.00 STANDARD FIREPLACE DETAILS and footings. B.Alill to be of approved matmi.L I.Replace basement beam'122 with ViLsh bean to match floor sgstam. I.Replaced basement boan'122 with Push bean to match floor system.(2 00,i.00e,8 U0,B.00eI ATTIC VENTILATION' 1646 5f.1300:5.49 5_REOUIRED 5. Reference fou coach notes for reinforcement mqui«ments. 2.Provide conLBuan 4-span beam far basement to raple,C beam'1?0 aid'121. 2.Pr°vbled conte-4-span beam Can besamm,t to.apace beem'120 and'121 and gave'.he RroGE VENT:46 LF.X.085 FREE AREA,/LF:3.91 5F. 13.00 BASEMENT & let FLOOR MECHANICAL PLAN 6. Tool edge of control Taints and of slab to well joints. 3.Verifyy bee,reference numbers match talcs. bear the reFe-ence'120 arld refererae h21 was removed.12.00,2.00s.8.00.B.OGa) t 70. NI exterior slob-on grade concrete sholl cocain Dol less than 5% 4.Omlt TJI FrOmng plans. 3.Ver4Ple beam reference number,match cake.reae 4.000.401,4.O1a.60,0-501.5.02a,fi.00, SOFFIT VENT=108 LF.X.045 FREE AREA/LF=4.86 5F. 13,61 SECOND FLOOR MECHANICAL PLANT r more then 7%air entrainment. TOTAL:877 8D0a 8.01,8 Ole,9.00,9.00.,16.00,IE 01) i 14.00 BASEMENT & FIRST FLOOR ELECTRICAL PLAN 1.FountaFooling depths are shorn an the sectors unless otherwise 4.Omitted TJI Framing pians.(8.0'0,801) T �4 MINIMUM R VALUES of OPENINGSI G AZINe: R V.loa=2.05 14.01 SECOND FLOOR ELECTRICAL PLAN rested,feelings shall bear o minimum of 1T rola orig'na1 ` �/' Numium R Vdoe•1.30 ... uMislumec sail and o minimam of 2d'below finished grade f/"/.'/vAJ A �- �� � �j �"'"Q'(l�� 15.00 OPT. SIDE SUNROOM 36'-Frederick Co.ug).k Horsham Township,Pk City of Frzla:ic:c,NO; ! DOORS: - --Entr R Vele,14.97 42'-Rhode lsfand;4E' Mae.). wrote ragairee,step feelingsro rmm of j 560 vewa=1.59 15.01 OPT. FLORIDA ROOM 2 hmix°"`°"a,xidmc=I. � /0 / `r � I SKYL r,HTS: R vakle=357 16.00 OPT. 3-CAR SIDE LOAD GARAGE PLAN & ELEVATIONS 2. 'Where concilions devHep regvirirq changes in excovotons, (Q Y'y' f such change!stall be mode as d'recied by the Gediaahniaol Engineer. ' 16.01 OPT. 3-CAR FRONT LOAD GARAGE PLAN & ELEVATIONS I 3. Sail investigation and report: NI each work,comni paon I VOLUME CALCULATIONS; 11352 c.F.BA5EMENT 5-AD AREA X'NALL HT. and supervision=,all be done per recommendations of soil ��. I �-� 12771 c.f.FIR5T FLOOR PIRST FLOOR AREA A WALL If' invesligaion report Ca It the slab and footing calcuhlions are based .�/ ,7/' /p/ f' 13504 c£.SECOND FLOOR 5ECOND FLR AREA A WALL HT-2 STORY 5PACE X 9' °2000 psl value. It the site lest timings indicaia Lasser values, //.1(/j`,#V�� ,w,6' /� �i 6- � „�� � /'b s d 1 Ca ad1 �„ 3900 c f.OA7,AOE L-ARAGE%Id �-+ notify 2000 act so that necessary structural NceGcns an ba mace /ri/(r! .W C !!! Al/IV 44--- ,�7 �/'Y //� 39 c f. R00F ROOF O CARPENTRY TOTAL 45643 S. Lumber Grade --- p9 1. NI joists,rafters,and headers mall be,unless otherwise noted,Hem-Fir#2 with the falloning minimum ellewcble stresses and modulus of basicity, �,091rJA le---40 A Extreme fiber stress: Fb=850 PSI(,P,epel,member) B- Con,pmtal mean 6mIa PSI z�M ABBREVIATIONS C. Compression pe'city,ul=r to grain: Te.405 PGI �� / z7�.�m e'9 ` D. Nodulus of elaslieey: sbtud 0,000 P81 / pew' �/ 2. Ham-lir may be s batilued substituted¢pedes shall meet CJS h6. ANCHOR BOLI GA. GAUGE REF REFER TO REFERENCE or exceed«qu,remanls noted above r AFF. ABOVE Flil NT/10FLOOR 5C. GALVANIZED REINF. REOUIRELfNG.REiNFORCED Y4 �,M / ADJ. AB VE FIM15H TREAD OE GENER L LONiRALiOR RI`5 REWIRED SPF stud grade properties(2 x 4 or 2 x 6) � (/� L ..�M ,G�`(( ® 0.F i. AB VE FINISH TREAD GEN, Fv_705 Psi i` I., n 13,47 i ,v,,/ `�♦� �J ALUM. ALUMINUM GYP. GYPSURM RNG RANGE Ds' (�n r "{. {i IL ,K A,NCH ANCHOR 61. GLUE LAM R 0 ROZA OPENING Fei=425 Cs 7•II' 4e AMOLE R. R15ER Fe=575 psi AR G4 ARCHITECTURAL HIWR HARDWARE RAID ROUND E = 1,200,000 psi P AT HPWD. HARDWOOD 56SAWLUT � 'HOOD ENGINEERED FRAMED SYSTEM$ B0. WARD HYiT HORQONTAL.HOkIZONTALLT 56WM' SGiEMATIC � r w/�. � ��/(. {.x,�!'U� I �V 6`� �a.e�/•2�f II y �l O I '�17/ - BLDG. Bull K;RZ. 5HLF 51ELF m .n Tru d:cerans sMw design intent only. Tnlss marutaclurer to / HOUR m drove ngsl spriaf to fabricntionplches,ele.and submit shop BLKG. aLK�NG BR HOSE B15 S11l SHEET IM SIMILAR n Floor Trusses BRC. HEARING ID. IASIDE DIAME TER 5A STAlNLE555TEEL wN STEEL ��ls3�a I. Floor trusses:pre-engineered trusses- Floor Imes (p/-gy�p BRC 'BRICK IN'GR. IN GROIML STRULi STRUC7URA1 manufacturer to supply stop drawings and erection drawings.Shop drawings /�x / je�, B5MT BAgMENT INSUL. INSULATION WWF. r,A15PENSIIXJ Be� rn� must be sealed by a pref-amal engineer registered in the _ IML INTERIOR 560 5_IOING rLA55 DOCK 5 CJ. CONTROL JOINT 1.5. INTERIOR CORNER g°veming jurisdiction. E LENIFA LINE s0. SQUARE W ¢ S z 2. Floor T".ssIs Stall be designed to limit deflector to L1480 LH.U. CONCRETE MPEONRY UNIT JT. JOINT TU TOWEL BAR e for live load and far a dead Iced of 40 PSF 412 PST, Rooms Consisting COL. COLUMN T&G T01I AND GROVE " of different lengths the deflection of the shored spar,:hall govern. CON, CDNCRETE K51 KIP5 PER SQUARE INCH TO5 TOP OF GRADE SLAB � the:Tartest span shall govern. GOND. CONDITION TFW TCF OF FOUNDATION WALL ;_ �i y^_I J,isl CONT. CONIINUOU5 LT,WT. IIGHA151 if TY? TYPICAL ------- C # ONS; COUNTEe5UNN LT LOU TRE AD REVISION TRACKING t. -joist Pre-engineered ja:sfs. -joist manNO[furar to supply Li SK, CO'JNTERSIINK LTR. LAUNDRY TOWEL R00 - ingineming iningj dei xtlled n a professional ails sal registered C.O. CASED OVENIIJG Li. LAUNDRY TUB T1RFl TRIPLE In the governing jurisdiction.Connections and details shall be as shown CANT. CANTILEVER On plans. LT, CERAN.IC TILE MAS MASONRY Qd1D, Ull NOTCIJ OTHERWISE NO. DATE hl 1m No DATE NOTESas' . 2. Floor 1=0is:Shall be tlesi red to lim:l deflector,to 480 CL6 ILY:G MAY MATERIAL 00054 03!23!00 L=1 FEd'1CY 1 9 U LM LROMN MOILLDERT. VERTICAL S tl� ITj, for live load and for a dead bad of 40 PST 412 PSI, Rooms cowatin MAX.mAxMAxINUM Y of diff-mi len the the deflection of the shores!stem shall 3 ,R. ! ,HAIR RAI;. MOO MEDIUM VEN5ITY OVERLAY V.I F. VERIFY IN FIELD 01-0e 09708/00 GARAGE g p govern. W WASIEk 01-DEI O6/Q/OI ENGLISH BASEMENT the siMest span shell - - D DRYER MELH MINIMUMILAL e/ WITH p govern. MRI. MINIMUM 02-335 0'.140!02 STRUCTURAL IFSO Ro01 Tn.sses- v.. J � PENN; M0. MAS7NRT OPENING W, WWO OBL DOUBLE WWF. WELDED WIRE FABRIC I1. Roof Trusses: Pre-Engineered trusses. Rwf Truss manufacturer to a=pply Dla MTL METAL WAixOOT drawings end erection drawings sealed by a professional engineer registered DR DIAMETER VA OR W/0 pIRECTION eh" WINDOW in the govemirg jurisdiction.Corrections am,deto]s shall he a5 shown ,ON pOW4 NIL WT IN CONTRACT on plot,=. 'xOR DOOR (NISI NOT TO SCALE PW ISH DWG. 0 AWNG� OC. ON CENTER \\ 1 05, 00,JFPOU1 O.°ER_ OPERATOR 0TL DETAIL I 'OPENING OPT_ OPTIONAL 051). ORIENTED 5TRANO BOARD EA. EACH DRAWN BY: E1 E.IPANSIDNJOIui OZ WNLE E1EL ELECTRICAL I/R ONE RW ELEV. ELEVATIOl: I/5 ONE SHELF EO EOU L P, PRECAST 6RO-6 f//1//Jr/ � REV No.l DATE FOUIP EXPANON OUIPMEur EBD. PARnLLE e0AR0 W(lAR51W7AG55 50UAREFODTAGES EXP EOUImr kT EXT. EXTERIOR PATE eE. EACH 11" � PANEL LOD F/45TfLGti7r7 14/9 FiRSTFLOG4? /4i4 PF PREFABRICATED .FCGti✓FL OD,4 154,T 5ECONOFLODR __L34?` _ F/C FLOOR COVERING CHANGE PR PAR CASEMENT /?74 5')'OTAG 196 JOB NUMBER FD FLOOR DRAIN ni PROJE,7/FROJECTED FDR. fLONDAna! Psl PaN05 PER w.I.q GARAGE 390 C/PT F/N B.SfIT 1 FIA FL07R P5F PO NUB PER SOFT REG ROOM 559 FP ,IRf ACE P7, PPI555URE TREATED TGTAC At 203TB FR. FIRE RATED - IRM HOT I OUI OUAORUPLE BAT// 37 ____ Fr. Fool I FEET FZCWAJ FOOTING A RO'✓M 240 SHEET n'uveER G GARAGE 3917 TOTAL 4349_ __ _q1.O O Sp-CAEO.DNG rev 05/05/9 8/30/94 AbSREV O COPYRIGHT 1999 Pulte Home Corporetio.i OF � c CQ w4,o �'6H 10.0 E/0 560 T0. 1.1 16"O.L.STUD WALL 3050 5H _——_3050 SH DPI.bl0 TRIUM DOOR1 x G)J (USeEE; 01ee z f•(2V5eeE I J� _ �" Z 4"PERIMETER INSULATION / z OPT. STUDY OPT. REG ROOM EXTEND IB'B'ALONG 51DE5� STOP/MEGH RM —J o ow PART FOUNDATION PLAN e OPT.WALKOUT GOND. "� 5LALE:I/4"=1''0" - - �`— �� PART.FOUNDATION PLAN W/ OPT.FAM. RM. MA5. F.P. oPi FLaRIOA Room 1061r1oN - --_- _ ----------- - - \ 5410, 5LALEI/d"=I'-0" X 7'-2`7 \er�.�-"0'-0" _ - _ _ L MUA 1 Y3'6° ———————— 7 \ i REF 5HT 15.00 FOR A001TIONA OEL/KfiPCSiS ------------ W J INFCrPMA110N FOR OPT.REAR H I F, p FLORIDA ROp1' OPTIONAL PRECAST a //✓ G C � CONC.BULKHEAD Its ®� 10.0 3.00 (GARAGE 3.00 — ———— — a----------Ir-------- I/KR ----- UNEXCAVATED8x 9 2'O'AOtJL LINTEL rr CONTROLLED FILL 'd'/2 '4 iOF&'607}'fYPI TT10 L J 10"POURED LONC.J d qe FOUND,WALL ON �. ttie 1� t 2/8 O.R W/OPT O'a '16"xl0"LONL9 o /BULK EAC-REF.A-3.0030°x 15"85M75ET FLU5H W/TOP r� UNFINI5HED 30"x 15"05MT W7W-1 I FON WALL.OMIT ALL STORAGE 5ET FLU5H W1 TOP OF —LFDN WALL.OMIT ALL �' BLOCK DN WALL @ Wi � o� i--� lot W E--t c N r-a m E—, y � GENERAL NOTE5; ALL CASEVOPENIN65 SHALL HAVE CA51 � SAME LASING HEIGHTS AS OPENIN65 W!DOORS ALL WALL5 SHALL BE 2 X 4 ONLE55 NOTED OTHERWISE �d a ALL let FLR WINDOW H9R5 B 94°AFF.U.N.O. _ ^� 5ET ALL 05MT.WINDOWS H2R5 9 82 5/B°AF5.UN O. REFERENCE CORNICE DETAIL5 FOR 2nd FLR.WINDOW = O WAVER W16HTS = w °z THIN 5ET ALL CERAMIC TILE OVER 5/8°UNVERLAYMENT f 7 O ALL ALL TU5 5ON 9 BE TRIMMED PER SPECIE.LEVEL IT, Ey SET ALL TUBS ON OF FELT aj O PROVIDE MINUM,UM OF 4°RETURNS!PLL OPENINGS O W ALL ANOLE0 WALL5 B 41 DEGREE5 U.N.O. _ ENTRANCE DOOR5 3 WINDOWS W/I X TRIM 9 BRICK CONDITIONS 5HALL HAVE EXTEND JAM05. ALL BRICK SIRROUN05 SHALL PROJECT I" _ `m 6ENNOTEB NOiE L_ REF.5NT.15.00 FOR ADDITIONAL INFORMATION FOR OPT REAR FLORIDA ROOM CD 3/0 DOOR @OPT. F XRROOM FARWALL NDEPARALLEL STUDYrONa1F OPT 5° EPLACE REG. ROOM R61 I= 5TORNEGH. RM I "All 3'4n g,g� O c2) 1/2"DRYWALL TO2- - ALL WALL5 8 CE IL N65 UNDER STAIRS AT - 2(8 FINISHED COND. 8150. A. WH COL COVER CL 7/4 - -!I -- P K .I II 5TO. 1/4 THdpA S 4 t 3'-3" 2'_'2 BEAR IN6 WALL — !K3 jl _ 5 aYdma UNFINI5HED STORAGE RAKE WALL J P 34"A.. N. s 2/8 OPT.OPEN RAILIN5 - g FL11,j 3 �a 3 q PROVIDE GRAIN TILE AROUND 3 z PERIMETER OF FOUNDATION AS REO D BY APPROVED GEOTECHNICAL REPORT. PAdg� m � DRAra+Br: DATE:V0199 F IN 15HEP BASEMENT PLAN - REVER5E GOND IT ION o "EY"° DATE 99025 2- 5LALE:I/4„ 0-0" Jab NUWffit - 5103 B1203FNBR SHEET NUMBER 2.01a 0 COPYRIGHT 1999 Pulte Home Corporation OF OFT.80XDUT WINDOW o REF.P11.00 �.. ALL Ch5I OPE 6H 5 SI:ALL RAVE N N NOOK / I SAME LASING HEIGHTS A5 OPEIJIN05 W/D00F.5 � ALL WALLS SHALL BE 2%4 UNLE55 NOTED OTHERWISE OPT 42"MASONRY B 710 2/0 11ALL Isl FLR WINDOW HDft5 E 94'A FF.NICD FIREPLACE �Q $ SEI ALL BSMT WINDOW5 HORS P 82 5/6"A.F 5.UN.0 REF-5HT 12 00 FOR �•$$ - �% REFERENCE CORNICE DETAILS FOR 2n!FLR,WINDOW ADDITIONAL INFORN..ATIO w Cj /� 2/8 - H-APER H--16HT5 r� XWALLIMI I`/1" UP THIN SET ALL CERAM TILE OVER 5/8"UNXRLAYN.ENT FLUE - X Z ' ,L PWOR 3R BE A L TUB SHALL^�1R IMMEO PER SPECIE.LEVEL -_ - SET ALL TUBS ON 90'FELT - PROIIOE MINUNUM OF 4"RETURN5 @ ALL OFENIN65 BEARING WALL L ALL A.NOLEG WALL5 e 45 DEOR6E5 U.NO. � r,$�^ ��' COPRANCEDTIIONSOPOR5 HNIOexTENO'X TRIM JANBS @6RICK - w W z ALL BRICK 5URRQVQ95 SHALL PROJECT I" 2'4"RO2-44,63'-4" FAMILY R .',oN - 20 MIN. UPK 6ENNOTEB oma- 3R 11 O WLIBRARY � aGARAGE PROVIDE I LAYER GTP.B0.ON ALL PALLS. OPT.6051NGLE FHA GOND {//T , PPROV�ERLAYER 053 W/ 00,ONOCEILIN6 _ `_'•GALE:u4"=I'-0' SCALE 1/4 -I'-d' , t �{ (d //7fAIL OPT. MASONRY FIREPLACE WILL.UNDE7R 2N7 FLOOR F1N151ED AREAS - o '" a /� ,� /;�'ry CEJ' scPE.E 1'0" /�3P /� wl(6)2X4 E EE. _ -. _____________________ -2 ___ -_ NOIiA90i MOOR-FOIA039'.T90 _ - - 4 I--1 OPT.2/8 IZ'-10" � �� 2010" I9'-B - 9 II ---- 6'-9�" I, I o-�—22uX30"AT11L 9-LIIE 0 __ �'---- --�- ~- L_J AC C55 PANEL 17'-51/2" 470 1/2 34111/2 , .5- 19'-81)2"x 13 214 6-934' % 0'.0" 1 20 MIN_ 7 I 5 a 1212%10 W/ - _ �; - !d I 1 1 2J 2 BEE W/ (:U+(25e EP. r� 1' OPT {lO 5TL4ANOL E?LOOOPT.BRICK STLQ ANSLE @ 0.BRICK C� ryq I REFGIl11.02 - ---- 20'-6" ilt 1 I 12'Ou 4 �' , I �, B'r7'6ARA6E DOOR 8'x7'6ARA6E DOOR `t-4 WHO R0.+9n 21.gi1 iI 1I RA - `1'-q7" Bi,ln I,lu BI.1n I'.q' _ NOTE i �1 REF 5H, ON F FOR APO ITIGNAL 1 INFORMATION FOR OPT.REAR °E5 FIA 8 O 20'_0° Corn ho sAFET 6;;;; z�1 7.00 �6 z 2110 , y �'(i aoxoui w1ND0V 1T3e6 TWi csMT 11 P •'•�� 1 �i SW @44 AFF 11 700 _�� "^ FLORIDP R - 1312652 DH f/o\ REF P 11.00 2 2X1 /2J+2S E.E_ /0 SEP STD_I I' 2652 DH TWIN 2852 DH TWIN r- A g, P13/0 A 9R1DM DDDR ! ! 3/a %T4 --305D 5H i'HJ PART-PLAN e OP-T-FRONS LOAD'GARAGE (3)7050 5H / 3050 SH TWIN OOOW+J9"S\I\W b X S-S ✓ - ,��— r� PN'_ �. IPNL _VL f - SCALE 114"=1'.A° zWoa41W?ss.a x s le)\W o oX IarA(' e ee. - .3.392E+LId r W/(4U"(4�@EE. 113 1 D/W r 1115 -.'- A ti"�Lp? r o B T.10 3ML 2'(AFF PA55 THRU I -z- WALL 12y WALL LADDER - m �7 IA90"4';REF,N-I 01 gy! f 0 x 1 m� 3 n• a s -- DINING d' $ KITCHEN = NOOK STD 42"D.0 VENT FIREPLACE OPT.PREFAB FIREPLALE - LSLAND mlfll� til $�� 0 36 X 4114'9 REF 5H112.00 - - ��'' _ 0 FAMILY RM7'4n1Ca2/0 �,286B LREF N'-11.010E P =VA 13/4'X14"L'JL'N/(4I2%4 EEDEAR J6 WALL 0BE IPG WALL BEARING WALL OPT. 3 N. I F 0 L I _ (o = wV = rJ �FTma .2i_Ju I4 2/3 T 8''0°LLC. LINE OF STAIR5 -`�,: P `� _ g o _ z 0 5UNR00 v' =m 2/4 PW 1 2/b 2EN51-I5H BASEMENT LOPJD. a 99 •- L'' 116 B� �.?o MUD. w om _ _ - -8 REF.5HT.15. A�o e I PNL -I __________-____________.__, ---------- ---------- IR/15 _____-_ gismo UP �� 3R _ \ o , tiT LIVING _ IR/15 = - _ ti --- V s _ =%----- - - _ r 6n { a 5 j=I!Ilo z:l - - - zv 2 0 2 4 2`6 7 4 GARAGE 333333 qc �m � ��-5�" PROVIDE I LAYER GYP.BD.ON ALL WALLS. - = Q�B3 �i o- b A"-; -.."--"---...... PROVIDE I LAYER,GYP X.ON 6EILIN6 = q- a a RMIi� �=3 3 �3 SEN RAIL - - WIILAYER 7/Ib"OSB V!/ft30 _ �6 n�62 15 LITE s o 'er r 34"AFT LIBRARY INSUL'JNDER 2PtJ ft.WR FINI5HE0 AREAS. I5 LITE $' $�" ¢¢ 65LOPE ni = m _Qa sz".Pa a 1 OYER„, OPT.2/0 PR 3-1 3/4"X 18'LVL WI(6)2X4 EE. c o o N m F c o l l 2STORY1_-,, IO LITE W/P OPT.5HT V5-=n III 12"WELL LADDERS # REF.H 11.01 __r_ ______________ a - REF.N-11.01_ �I PHIL I FINL I 72°X30'ATTIC = -i ACGE55 PANEL 26 MIN. v= al � �__J� P, 2 6 BALL00 RAME IPNL ,�1I = IIB IIB = - 3 2.2%10 W/ (2-2XIO Alla = - ' REF. EVS �r2)�R LE 1211 PART. PLAN = /' a OPAY.Y 9Y: OPT. 5UNROOM 7.00 cA T CONIC,5TOOP 2852 DH / 2852 DH PART.PLAN E SIDE LOAD ARAGE RF1 11 111 o5a 51 `3G O sH ENGL 15H BASEMENT NOTE= 1.REF.ELE'JATIONS FOR PROJECTED FOYER5 C'-0' x 12'-1 22'-1 1/2" p 34'-O" .0 51 0" SCALE,1�4',1'0" REV No. par 8 STOOP CONDITION5, 12'10' 9'-0" 1'.7" 7.00 51" 02-3i5 09/10/� 2.REF.TYPICAL WALL 51_6TION SHEET FOR 1 GENERAL NOTE5. F V FF II-e F E V V EF E V 5'-2° FLOOR 8 ROOF FRANJN6 FOR R 3. E. ` ` JOB NUMBER 74'-01' E 2@'-a' 512 O 3 PRGJECTED ERUPTS. \\ _ C1203FPJR = FIRST FLOOR PLAN - R E V E R 5 E GONDI'T I-O-N v SHEET NUMBER SCALE-I%4'.=1'-0' 4.00a Q COPYRIGHT 1999 Pulte Home Corporation o- 83ERA 111074. -- ALL 6A50 OPENIN65 SHALL HAVE Cr SMiE LASING HEIGHT5 AS OPENIN65 W/90035 d' ALL WALLS SHALL BE 2 X 4 UNLESS NOW OTHERWI5E �\ ALL Isr FLR.CORNICE ICV I PETORS 194"AFF.U N.O. \\\`\ 5Ei ALL B5MT.W,NDOW5 HORS P 82 5/6"AFS.U.N.O. 1 x REFERECE CORNICE DETAILS FOR Ind FLR,WIN40W B-6 HEWER'HEIGHT5 Hti Q' THIN SET ALL CERAMIC TILE OVER 5/8"UNDERLAYMENT >ALL'WINDOWS SHALL BE TRIMMED PER 51"F F.LEVEL V YO CENTER OF TO CENTER OFA. \ 5E1 ALL TUBS ON 90'FELT = C BDRM,WINDOW DRE551N6 WINDOW+.Z rf,Lli I'ROVICE MINUMUM OF 4"RETURNS P ALL 0?ENINCS?g40 ALL ANGLED WALLS E 45 DEGREES U.NO. 0ENTRANCE DOORS 3 WRIOX5 W/I X TRIAL P BRICK CON0111OK15 SHALL HAVE EXTE00 JAMB5.ALL BRICK 5URROUN05 SHALL PROJECT I" Wi.lNa Ell J n GENNOTEB DORM "1 C7 z"x5D"Arnc = 9 6 _ DRESSING y ACCESS PANEL 2/9 2 I'� — -10'tlV 16" ELF P 5'3"AFF. OPT.ATTIC LADDER OPT.6A5INET5 LA R LAWA L L YE9 154LV5 T CHIT R� 218 1/6 - HALL f P A-RT1 A L --P 1-XN—V/-O-P-T.—E5 A T—H #-3--) - O T�T � 541.0" Vd 14'-97° 2'I" 6.Z" I I IO'9" 9'-I On 3`3" 3'-3" 01-d' 1'-4" 14'4 I/2" 20'-1 I/2"0 23'-2 /Z° I 34''0° 44'-0" 54'.0" X It 1.00 INTWIN ZE210 DN WEO GLA5530505ri TWIN` 3038 aNSi F29A'F f:� - - -- —I- I?�305-5H1 - — - x(11"X'IO-W/, ,�LTWO.�' CONT.3 5PAN.2%10 - C�-' 2J-+125.EE 40x '2)J+(215P EE S E EE- ". 10 R 103 (I------ L OI i2 x36"NB PV ' 102 SDR; ib'k4Z"DECK (I;g j ---------- m 214 AOW IG�O A sh R ,(m ZX 2 0":��-____.__-- --_________________ ______ I'-6" o F BDRM �2 W �D E551NG / a = M5 TR WIT _ f — NOTE' Y pry rte. LOLAtE L TUB 0 LE 2/q � 5'-21" OF WASHER ON'EVER5E PL h r 2/aR EF.G-11 01ftED CCG. LLL I OP1 JUG 2 00 x - - L 15)"q" _ /2 SH-VS Ir �h 2/4 _ >< BEARING WALLS ti /8 � �� v o (2)hI0 1/6 (2)2x10 2)?x10` _ � h a„ n g BEARING VIALL FLUE - _ �o " DI HALL 4.. " " ----------- - _ HALL M5TR SUITE R a3.q m _ } - `^ 7.10 Z/4 `^ r' -OPT.OPEN RAIL REF E-n01, I'.p" '---------- -----------1T-7"-------------= a AT 2 —�� a FC 2i �l BEAR INS gQ�u 2/0 ----` �...� r 210 1212x10 0(2)13/4"x91/Z'LVL W/N?X 4 EEE. IR/15 II I L I _ IR/15 (5124" 16R F _ L SFILVS 214 `12"WALL LADD11 100 B"x8"COL 3 11 0 _ _ - -2/00@L 5HLV5 1212x10 J' _ -- �. 2)?x10 REF.N-11.01 REF NII.01- (2)2'10 BEAR LNG W'AL5 2/B/ (212x10 T)2xl 7Z(4 BE N6 WALLS -z/e IN o?rsi9 6�ag ~ wic = i1 .l ;" 3'L," 3,4„ 39�"-� 4'6g" 2'e° p 51TTINGRM o�N3g� BDRM '4 OPT.36"O.U.P. - BORM� BDRM #4 FOYER OFEN TO BELOW senLE�e"=Ire" �W. LEVS 2 x 6 EALLOX FRAME _ REF.E EV5 A t_`REF EL EVStI REV No. DATE % 54101 40'-l0 1 X 19'-13 1,12' 12'I0' I 9'p" I'10" 0283 09/10/02 REF.El EV. F V VEFF ELEV 34-3" Ig'-Bl' JOE NUW9'R 51203 i.00 � $ 5EGOND C1203FP2R NUMBEI FLOOR PL N - REVER5E CONDITION SHEET1203F 5CALE:1/4''=1'0" = 4.01a © COPYRIGHT 1999 Pulte Home Corporation of ~ � O 2. X10 TIB OU5 Fn I COMPOSITE 51046LE5 I T SPECS REF.PRODUC - p-'", 1 - 2x12 R00 R R @ 16'O.G. o O e W U z O RE55 R ER ARE UP Rr BY RG ALL 00 8.2x4 I-� W CL JB1 T5 E H NG LV REAR ELEVATION REF.SHEET 6.00 - ft-b4 F 1 0n 12'0" IB" VL 1" IB" ARALL (4 131 OTT FL m 123 ROOF RAFTER5 RE 2ND LR MG LA. (,� COMPOSITE SHINGLES G 12 2 REF.PRODUCT 5PEC5 I. 4� 12 r-7 -"ROOF FRAMIN6'PL-AN----, 4✓ Q {�� WALKOUTWANOOW PL LVL BEAM --K I:f - 2N0 5PEL5 FOR L00 I2'-6n 2'-0" CORNER 5101NG-REF.PROOULi FLOR 10 A RM 2 0 0 5PECIFICATION5 _ ..�P 111111 II II -II _II IIS II II II II II II I ® ® ® ® REF.RROD,SPEC5 FOR 1. _# j=111 =Ii IF ® WO OR V INYL CORNER M �- 12 %10 03 II It II II II II II II h� II H L00 I H II II H H II II H II II II B I II II II II II II I REf. RMC. L F-1 III II I J STS 16" .L. DOWN5POUT b 5PLA5H BLOCK I5T 3"6%I GA. .STL REF.PROD.5PEC5. 111 11 II II II II`o II II II 11 11 II I TFW WI 3 %30 12" 3'4 1-2x6 O APPRO%.FIN15HEO 6RAOE II II II II II II Il m II II 11 Il 11 II BOTT W 24 @ WALK-OUTLL II II II II II II II II 11 II II 11 II 19pL T 124 STUD WALL @ INGft0UN0 CONDITION = TLV LL 2-I 4"x 112° L 11 11 II Il 11 II II II II II It II II I r_ _ I LVL BEAM II II II II II II II II II II II II -1 121 gIq°x 1/2" VL t�t`hlfYl=t� in-rj-jJ1_1-I ull I I SMT 1 II I l I 1 11 1 1111 F I REF TFL FRM PLA L- III-,rl'=h-111E-I-1-111 I III--I-I--I�-I-I-]ll II III ��"I-I-JI11 I I I BA5E ELEVATION BEYOND----^I 1, I_�1�1_III IIII 1 11 1II, I I 30"30"xl2 W/'4 9°O..BOT. 47"x42°x i2" OT 1 Illrl III--I--II-I-I-1\II I E. Y @ W K-OU STUD ALL �,1 NOTES IIIC-I-I II-I-I III 1 I -f E WAY @WALK-OUT. r, 11 IpfT-I-1-111E-1-1 11 1 i1�1 I u 1 1-11i �F R5 1 FLOOR FRAM IN6 PLAN REF.BASE PLAN FOR INFORMATION NOT SHowN y AY 9 WX F--, �LI_IJgL_I_IJ� IILLILLIJ --- - __ - - /4°.j'-0" 0 0 r-7 ---- - ------� �-- SECTION A A = E-4 ---- -_- r-- - ------ DE ELEVATION _ ----f -- I/4"=1LOn 201•0" •.1 F+�I REAR ELEVATION 10'-0" /4u°ILO" 10'.On o ROI RAFTERS NOT SHOWN. 19'"B" '4'3070 5H I-+VAG SPEGIFIGATIONS - (LOWER LVL)W/ OPT. FLORIDA RM. OR MORNING RM � AREA TG BID LLG BTUH HTG LFM11 LL6.LFM LVL BM.5EE PLAN FOR 5¢E. G-+ HEATING EQUIPMENT(LENNOX) ROOM NAME 50.Fl. 2n4 LonO BRC.sruD WALL. _ H HEATING EQUIPMENT(YORK) 5EE PLAN FOR INFO.- -� sEE mFR'S SPEC.'S FOR - -_ L 12xa FL. F 160 3932 1811 07 B2 BSMT OPT.STUDY 6889 1901 153 @0 MULTI-PLY CONNECTION DETAIL. _ _ ___ L0 MAKE YORK BSMT OPT.REL.ROOM 960 102 49 5 2x CEI L'6 J015T5.5EE r - FLORFL IDA MODEL P3HJ016N80 BSMT BATH°3/UNPIN. IBD 1920 PLAN FOR 51ZE b 5PACIN6. I r T� VOLUME LE I'H{NG 336 41 16 3/4°166 PLYWD.511BfL. I /^� /�/ '- I`JI �`� TYPE 6A5 FURNACE KIIGHEN/NOOK 236 270 F!`/ OPT. DEI�I� FAMILY 320 10626 `�� 104 I 318"1x5"LONG LAG SCREW_ I g = EfFIL1ENCY/H5PF BOX LIBRARY 120 3100 2292 02 I 11 10'%12' �_ HEATING INPUT 100,000 Btuh 208 6990 3267 149 148 I REF H/I 02 - OPT.0.G FAN PROVIDE/fl HEATING OUTPUT 80.000 Btuh FOYER 144 2116 1524 50 69 I ,1//� ` - ADEQUATE 5UPPORT// 2'-6" _ _ gg - DINING 208 6021 4239 178 192 11/j��•/ / � 45 ��m� HTO AIR FLOW FACTOR 1400 CFM 8.5"5P FLORIDA OR MORNING R.200 12609 6664 122 DOUBLE WALL TOP PL!5 GRILL HHG ' EQUIPMENT(LENNOX) BSMT.UNDER FLA/MORN Ry00 5243 2609 1 I FL.JOIST5 W/TOP 2"xl/4""L SHAPED' WINDOW HEADER HEIGHT PIGF HB QLING EOU rd 6°nI2°x3 I --- - LOOLIN6 EQUIPMENT IYORK) OO FLANGE STRAP HANGERS. 70 I6ATLH DOOR HEADER ENTIRE HOUSE 3128 62957 30905 1400 1400 STL.PL.W/L BI TNRU BOLT YORK 5EE PLAN FOR SIZE 6 SPACING. !"..10 THE LVL BM. MAKE EOUIP.@1.00 RSM 0 0 MODEL HIRA042 VENTILATION AIR 3 zm�c (AIL 61UA048517 6142 I 1 I COIL AIR GOND. LATENT COOLINGAMILY RM '�4 TYPE P/EERISEER 10.0 MULTIPLE STUB CO,.COLGLUE I1 TO KIT a 31,000 Btuh 3128 61951 37047 1400 1400 b NAIL EACH PLY 10 THE LIGHiS K ITGHEN �� _9 SENSIBLE COOLING TOTALS OTHER W/16d NAIL5 @ 8"OL. I HTG CLG 5EE PLAN FOR 51ZE. NOTE 5EE 5H.7.10 =IRP �n 41000 Btuh 0 I•N 1RITERIA 0 95 FIRST FLOOR PLAN REF.BASE PLAN POR INFORMATION NOT 5HOWN ECS.TOTAL COOLING pUT510E DB LVL BMOVER WOOD P051 AT WALL END TEM, aNm IN51X DB Y075SECrlloIN p\p�pCKS\WO\PO4T-I)B I4 -- TONS .5 70 If A DESIGN AN M SCALE: 3/4" DAILY RANGE 50 • II 19E MIM 1D. 14'-3 GRAIN5 WATER 34 2 0" 14'31" _--_.----- 19'-8° 101-0" m yLg a 10'0" C � --- __ M 2852 OH WIN - 6'-3" 2'-0" 3050 5H TWIN 00 .-- 2x6 @ I6"0 L.5TUO WALL I 12%4 @ CLC. g s DRAIN LOCATION `� DRAWN 91`. 6'-3n ----------- 'I FIN.BENT W/OPT.BULKHEAD o 5 lb 74 4 DATE, 1/13/99 13%4 @ CLO I I PROVIDE DRAIN / PERIMETER OF FO'JNOAT REV No. DATE o ------ - -------- - I I W/WALKOUT B T. A5 REO O PER APPROVED o / I-_ I I I P GEOTECHNICAL REPORT. - T4 I $ �- PROVIDE DRAW TILE AROUND 1 T;i4 PERIMETER OF FOUMOVE I I o - T"4 A5 REO'D PER APPROVED I (D1 X01 � I ---o n I n GEOTECHNICAL REPORT. I JCM NUMBER 6n6 pELK POSTS Wl� ,r�- 1°0 I I I REF.FRM6.PLAN F R 6 FOOTING 4B"DEEP I IY7 7u`�I I - = I LONL.FTG I I I ------ _ N1203FL o I I I REF.FRMG.RAN OR - _J I REF. AMIN6 PI.A ----- c m E -J BEAM b FOOTING L 2852 DH ------ 1 -- --1 I - SHEET NUUBc�t o.00 3D5BSH _- r- L-J I1 6066 WP - I ------ ----- - 6"� III (�.PT. STUDY ROOM I I 15.01 --- OPT.ATRI M OR - - J REF.F AMI G PLAN _ - I BE POCKET E.E. / a 0+' -1 I - iIEE. II I REF K3.00 OPT. R 1. ROOM r L J W17"1N5UL.BEHIN �-- II GPT.R G ROO B"6 '1 REE SHi.13.00 FOR r 111 OPT. STUDY ROOM I FOUNDATION PLAN NGROUND GOND. I PPL YbRETURNpLENUMS (g) COPYRIGHT tsss RDHe Home cDTDOrDeDD B OPT.FLORIDA ROOM r� REEF 5HT.13.00 FOR R i8�,ERW.1N5JL.-RETURN OU DATION PLAN - WALK-OUT_CO.E IPPI.YBREruRNP ENums 0'0 MINA ONG SIDES. @OPT.FLORWA ROOM 4".1'0" A O "-1 0 60N7IN0005 RIDGE VENT FAL56 VENT 24"EACH END - E�4 W I COMPOSITION RED PRODUCT SPECS 12 p- OPT.BOXED OUT RAKE (AMP051TIOPJ SHINGLES I I I - (k REF PRODUCT SPECS I 1 10 0. a 8 8 8 e"TRIM 1 'J 00 1 00 1.00 4"TRIm zo 6"CORNER BD W/ E- py 4"RETURN __4 ryp�� 6"CNER B0.W/ REO SIDING 510WG-REF PRODUCT SPECS - tl I ® OR q"RETURN o O W F.P.RODULT SPECS YJJ 1� ��ff m SIDING y 1.00 a u p REF.PRODUCT SPECS FYPON 660EDIIIA I4 x 60 PANEL SHUTTERS W a 22X32 W/ROUND TOP --- -- 4"51LL a w CRICKET - 0 3°SILL FYPON CAPITAL'650 a19 -- — L00 FYPON'850 46 BRICK JAGKAFYPON P,GH _ �Wt7W.HDR. �yPf = W/KEYSTONE CAPITAL TO MATCH RTV N" _ 191FYP5'856 - IJ Hil I fir - rr RIFNPROP..S'EGSASH BLOCK Ij I I I4 x 60 PANEL SHUTTERS jll�l 51DIN'v OPT.FIXTURE OPT.LIE FYPON PILASTER't52-8 1 P.EF PRODUCT SPECS _ I Ed— OPT.FIXTURE II CORNER BD wI m I— BP,IGK rl�Ire Fri I FF[7 I� u REF.PRODUCT YECS IIII N 6"CORNER BD, DOWNSPOUT 8 SPLASH BLOC'. DOW'N..POUT 8 SPLASH BLOCX 4"RETURN REF.PROD.SPEC5 _ REF.PROD SPEC.,. _ III II I T.O.W'. --- 0"SILL J r P-ART.-EL-EVAT_IO-N-@ DPT:FRONT LOAD GARAGE FRONT ELEVATION I (51DIN6) CCG.iFIN; REF.PRODUCT NOTE 165. ALL WINDOW OORJAM55 ARE FROM FAKE OF FRAME WAC! ALL ENTRY DOOR JAMBS = SNP.LL HAVE EXTENDED C - -" _JAMBS W/BRICK'JENEER EXTEND CASING TO TOP UPPER ` PROVIDE(ATL.FLA5HIN6OF CAPITAL 6EPR0004 FOYER 6EPROOM "1 ABOVE ALL WINDOW5, DOORS 8 CAPITALS. (212 X IO W/If?"PLTWD. - (2)1 3/4 X 9 1/2 LVL W/ 102 - IG2 1111 x IG w/1h°PLYwD. o J+-(2ifrdEE__, 212X46E.E i(21J'1213PEE REF'TYPICAL WALL SECTION - —f1I 2 x 10 PI/ - J 1 SHE.10.00 FOR ADDITIONAL --- ------ a , JE-A% L- INFORNATION AND BEADED MULL ION 285109 iWNJ l M1 2.6 BALLOON FRAM, 2852 D TWIN FOUNDATION NOTES ® OGEE 5050 5 TWIN IOPT.BRICK 305C 5 TWIN LI OF F %12 LAP Wl 9"OPT.@ ILK - -- - q" OPi SRI ____ REF:FLOOR PLANS CROWN MOULD �-`36'Lx-7.0 FHXNiNO'TOP o AND 5HT,II.01 FOR li'LADDcR REF F-IL01 W/(21182 FIx WDLL 6'-T 1/7' 98" 1'-0° 5'C° .5''0' 6'-4' INTERIOR.TW - r1/2' 27-0' 22-0 I7-G 12-0 6 4 0'-0" INFORh1ATI0W ©� DOOR LASING li'-311 10'-0" 38 CHAIR RAIL L_PARTIAL 5EGONOTL'OOR`PL—AN ESP - Es 0 1 1 12 I SCALE 1/4" 1i.0u Sft� 10 REIFPRODUCTSPECS —— a LIBRARY LIVING ='I INT.TRIM ELEV I xlGv,/ uT 212x10wl �'aP 4°BRICK EU )[AP 4"BRICK SURROUND W/ SCALE 1/4'=I'0" _ 121J+(2)5dEE. (2fJ+1215@EE.p sz=. l4/ROUND TOP a_ ROUND IOP W/KEYSTONE 3/0 W/12" M 8 c� b min a FYPON 660EE — ---- ` 12111'51 IEE 22X32 _ - 4"ROWLOCK SILL — 06?DN TWIN _ 2 x 6 LOON F ME r 2062 DH TWIN 4"BRICK VENEER = -- GARAGE /1 I �_ .,/ � REF PROD SPECS _ -- - -- 3060 SH TWIN 306C SN TWIN LINE 0 FYPON CAPITAL'850 = (212%IOW/ ��' _ 4L CRICK JA ARCH _ _ — — — -- --1 1111 X 10'Nl _ L —1 T OPT B;LK `TFC "'moo W/KEYSTONE 12)J+121s2EE.------- (21J+1215E EE.--- 12 2k10 8r)z4 iOPd BOT FOR FUEL NID OF FOYER qq 6LUED8 NAIL DW/16d NAILS 84"%42" �0 L:lW PILASTER'111-8 54'O" IbSF OH 48'Id' 2052 DH 59'-2" 34'-0" 27'-B" 22'-0° PRECAST 5TOO 12'-G" 6`4"n- _ �'. I W ' 5H :0505NOFTBRIE ��C1:VENEER o-m 6.4n 5'B" 5'.0u 17"" . dRIFF PROD 5PEC5 I7'-0" 10 ol It 0" _ 20.0' 34'-O' _ FRONT ELEVATION 'I (6R.IG0 -PARTiAL F1R5T FLOOR-PLAN mSCALE I;8'=1'-0' ' '. / 4"BRICK!EDGE e!/ - v DRAWN 81 J f/ i I I I OPT.BRICK VENEER $ r ----- — rn G. I -_-___ - — _ ___ _ ___ LATE:1/13/99 �/ JI I - 1 _ _ _ _ ___ 02-33 09/10/02 o —— — I F IDE ORI N TILE AROUND _ _ LINE OF R2ELAST STOOP{ .ETER OF FWngATpN JW Nl.'MBER EO D BY PRE..TD p ELNNILAL REPORT. `ems JL Q _ D1[030.1 <.°OPT.BRICK 17''0° SKEET NUMBER PARTIAL FOUNDATION-PLAN „-G o 5.00 >f . SCALE I/4'1 I'O" © COPYRIGHT 1999 Pulte Home Cnrpotation OF E— c CQ Rep PROP,SPECS FOR 12 12 Iz EPQ. 7 FLUSH OR DOXEP OUT RAKE 6 1.00 FLUSH F 1.0 .00 BOXED FLUSH I ,F BOXED -------------------------------------------- ------- ---------------- ------------ -------------------- ——-—------------ ap I 9pf P"A' COMPOSITION 514110XIES 51011'* REF PROPU67 5PE& NRREP PROVUC7 5PEC-5 OPT DR16K OPT.MASONRY FIREPLACE REF 3-12.00 REF.PRO_SPECS FOR13, LINE Of GARAGE 1 WO OR VINT CORNER REF.PROP.5FE65 FOR I ENCIL15H OR VINYL CORNER BASEMENT 1.00WRE ---------- - - ------ 4"CORNER 61,TRIM OPT FAM RM WINDOWS OPT DAYS REF.A-11.03 rM -7 F_ 7z9) AP�.SERVICE DOOR T 6ARA6E LONG.OPT WINDOWS • DOWNSPOUT 65PLA`Ji BLOCK Rep PLA PLANSOPi BRICK 7 F SIDING 7 F APPRO FIN15HE • OPT.PECK III --- -------- OPT,PECK R F Ol 65III 74 2 Rep.HIM 02 REE Htl 1.0, FF F F GRADE A7 11IR1111 III ---------------- """""`"'----------------- 7 F FFR' III FF F F ---------- CD 41 OPT.FIXTURE *--4 SLOPE TOP OF FOUND. SLOPE TOP OF FOUNT. WALL I WALK-OUT CONO. WALL#WAL<-OUT LONG. C_d.) 2- - - - — — — — — L — — — — — — — — — ------——————— APPR X rIN15HEP 0 OPT,DAY WNO. - ORAN III 9146LISH APPROX FIN15FED BASEMENT COW. ORAX AT WALKOUT 60NO ——————————————— —————— —————————— r= ——————————— ———z——— ------—— L---------- J RIGHT 510E ELEVATION- FOUWATION AT WALKOUT 6W T SCALE "0" LEFT 51PE ELEVATION SCALE 1/4"=`-O'_ 7 i i —LOPT.MA5ONRY FIREPLACE REF.PROP.SPECS FOR Rep&(2.00 I�cl 1.00 FL 50XFD U511 � E, WO� OV H VINTL TRIVA 0" 00 00 Wl OPT_BA�� ---------—-------­�---------------------------------------------------------------------- ------------------------------------------------------------------------------------------- ------------- 8 - ---- --------------------------------------- ------------ -1 2� COMP051TION SHINGLES 11, tt� Rep PRODUCT SPECS REF.PROP SPE65 FOR OPT.MA50WY FIREPLACE zp . REP 5-l?.00 W OR VINYL CORNER H- ]Lw ]EI AN • REP.PROP.SPECS FOR 1.00 WP OR VINYL CORNER 0 WN5POUT&SPLASH ftqOp ::::I—I REF PROD. 41'CORNER 4"CORNER OPT FAM RM WINDOWS M OPT.BAY OPT.5ERV ICE POOR TO OARAX WIOPT.SIX LOAD COW. -4- ---—--- e ENOL15H DA5NENT -------------- ---—--- 6"TRIM 5VIV, OPT BRICK T --------- !!, ---------it--. 1 — APPRI� ---------------- --------------- DATE.VD/99 REF.PeWUCT SPECS _5101W RANw BY. REF Hj"" ii!! , 11 ot a lu.V" ---------------- I ORAX I tWLIbH ---------- 114 011 .9ECK I REV Na OAiE R I OI-OGd Ob/08/01 APPRO FIN15HEP P 411102 OE ----------- OE '0 F F F F7 F F BASEMENT COW. F F_r- 6RAP5'e EWLISH BASMENT 7 FF_ FF - - - - - - REF.FIR.PLANS FOR Si2f l OPT.FIXTURE I LOCATION OF OFT WINDOWS JL_--- 01203ELS OPT 55�1111 POOR 11 GARAGE W/OPT FRONT LOAD COW. SHEET NUMM rL----- --------- ------- ----- ----------------------- E—_—_—___—_-----_—___---_—_—__--_-----___—_- ------------------------------- ---- ----- ...... OPT.SERVICE POOR LOCATION LEFT Off ELEVATION w/ CWL15H 5AMEKIT EWLIGH BASEMENT COWITiON ------- 6.00 SCALE;1/4"z"0" REAR ELEVATION SCALE�14 C) COPYRIGHT 1999 Pulte Home CorporC jl.! OF a T F cq RIDGE VENT RIDGE VENT En 12 12 12 12 1� �7 COLLAR TIE COLLAR TIE o ROOF RAFTERS z ROOF RAFTERS REF.FRAMING PLANS REF.FRAMING PLANS r, z WO • R-38 INSJLATNNJ _ _ R-38 INSULATION /�—_—— TRAY 0.G—__ / OPT.TRAT GLG T.O.PLATE TA.PLATE 1�— CEILING JOISTS - C w REF FRAMING PLAN d� 0" CE IL NO J05T5 a,- - -- -____________ _ On F+w L�! Ri REF FRAMING PLAN R-131N5. 51TTING RM MASTER BORA ---- - I I I LAUNDRY� L R-131N5. ROOF RAFTERSFOYER :--------- m m _ ' a REF fRAMING PLAN ---- RRRIII.I 2ND.FLOOR :..__-._;:-..__- ; 2W.FLOOR FLOOR SYSTEM REF:FRAMING PLAN TA PLATE o 15 FL STSTEM REFFRAMING P T.O.PLATE -_ TO.GAR PLATE R-20 INSULATION12'-2" 6�-Ilr' 13 R-13 INS. BT.@ 10° 12 10 � ld = " K ITGHEN 6ARA6E FAMILY I FnR Fin^:Rf.T Q IST.fL00R _� __ 15T.FLOOR _ V1 6"SLOPE FLOOR SYSTEM REFS FRAMING PLPN I _____ ___. 2.2X4 FRPMING I ti FL OR 5T5TEM REF:FRPMIN'G PL ___---------- T.O. y--T.O.FON WALL= -- ------- T.O.FM NPL .............. - L5 � .-. .. .. APPROX.G T-6 -m _______________ ^� PPPROX.GRADE NJG 9T.@ 10°EA APPROX GRADE Iia APPROX, AOE 5 x - 744 0A5EMENT %_ B ' 6 be` 10� _ EASEMENTI I Q 9 _ p R-131N5. I 10 5TOR. — II� R-131N5. O 13 E..q I—t T.O.GONG.FTG. I4 T.O.OONL.FT6. _ — �J�1 FOR 5TW WALL — — — — — FOR 5WD WALL @ WALKOUT COW ITION - @ WALKOUT COWITION G c E--" 0.00 0.00 F A IDN I N - �,BUILDIN6 SECTION 6-6 7.00 f=I a= -p 7.00 IscALE Pao 1 z g _ EE S 12 a-K11 10 Yl-'it 3�wx� cT3�3�gc3�i 7 __ oiivia 6 4 3 2 I 2 3 2x 1p �ATJOI@�/1C i14 DRAMBY. DATE:VBA19 REV Na DATE 01-W 06/12/01 — — — — — _ — — — — — JOB NUM3ER ' - 51203 � �c/pS)ECTON @STAIRS E1203SEC �p 7— ALE 114'S 1'-O, SREET NUMBER 7.00 © COPYRIGHT 1999 Pulte Home Corporation QF— t' LPI JOIST HO CHARi o ; _ _ � c C' �z77 zz �zzz '-- C—' w 2'-4"' N'N0,RIO."9° 'Z'.q° � —�`• II 1 8'"I" GIST B, � � � �f m m '1 F I R'S T F-L 0 0 R--F-R A-M-I-N-6—P-L—A-N--@--W-A-L—K-0 U T a a. 2`0 — ----, 20'-6" Ei ti z Go L J y II II II p11 II If II IL r , �I/,�� II II I�rIdkl'210 II II II II IIi i l o � r , + I VV p II II I YI II II II II II III I NOiE00 RIOT SUPPORT W000 _ �, � W PART.FRAMING PLAN START FRAN Nti I (/ 1 I 2xB II G15 c ILII pC II II II III �pUTI E�EREDTFL00R SYSTEM M a W/OPT.REAR BAY WINDOW B DINING FRom MERE I I } C. II II II II II II II II III i I/6"Obi RIM 30., /B'056 P.IM BD. 21 II II II II II II ALL SIOES ALL SIDc5 6''X 9 1/2"D CON'",LINTEL II II II B.Ob II II II II II II !I 8.00 6'_qh p.p" ✓'WI 2-'4 TOP 6Gi.ITYPI II 'I III IIII I III III IIII 1 JIL di._ _L_JL 1.L._JL JL L - _ � BGC @ "O.C.AAA 711 e F ` _ , li P — A� g 6qE - ONE ONE STEM d 5 GOL PJ CG FTG 2 EAM CKE R .FD PLAN 3-1/2 ib II G ADJ 5TL COL .f Z''4" 9 R F PLA M )CKE 6.00 1 RFF PLA. '� o3oMo I I SEE _AN LEFT 120 -1 3/' II /0°L FLU CID _ _ - =o 1-+ ORO EC EI STAIR OPENING 2-1 3(4"X 9 1 "LVL REF. ON. IJ 8 1 .00 1 rc g N Q o o c Z�v 0.00 1 CANTILEVER,FLR F'- I T-: OBL ONS YSTEI�J0151 @ IHI5 AREA 0'00 d a _ O J L L J L OMIT @ GINE 2014E 5Y5TEM OPT.MA50NRY FIREPLACE L- r lD uI�" 3L3" iiD L ONE Y5TEM - -- 6 9 MATERIAL LIST 0.00 e [-2X10 �i h B.CO Ll c if @ T,DAYko a -qn d�j NOTE' �1 I/6°050.RIM 00. I � dim w REF 5TD.FRM5 PLAN OPT.5U,NROOfA PLAN FOR J015T N 'c5. ALL SIDES / PAR . IST. FL. FRAM IN6. PART.FRAMING PLAN w/OPT. e.o0 SIDE BAYS B LIVq�G Atm DINING �y � �:7 e s�e� W/o T 5UNROOM k"J")yp!//�{� —,� �, E<g 114"_ILO" /V/_• / 1. g nu _ _ /�, FIRST FLOOR FRAMING PLAN ( REVER5E�ONDITI�ON ) - ELEV & #2 gid 2 X 4 GN EACH 51DE I I I I ?R ATTACHED W/Md NAT-5 I I 7 /811 LPI JOIST 20 OR 2 6 A @ 1 9.2 O.C. ( U 1.N' 0\ ) En, c I I- 0"I-J 1ST / c ><z ,j��� WOOD SEAM.SEE �l%' =IRAIIL P AN FOR SIZE 7 I �W- - i I 1 "`_3 oizvia I _ I �2-I/Z°4 LAG SCREWS �A�REF.FLOOR PLS FOR OIMENSION5 1/4"STEEL°L"BRACKET J � STEEL COLUMN.SEE SECTION �� PLAN FOR SIZE. FIRST F L 0 FRAM IN6 PLAN - ELEVATION SEC T I O V 2 WOOD 6EAM ON STEEL COLUMN • 1, [7 I SCALE:3j 4" 1-C" SERVERS\&ACK5\5TL\5760'.:10 SCALE /4"=I'-0" DRAry BY: - ' 1-1/B'BSB RUN JOIST-FATTEN.O EACH 1-1/8'OSB AIN.JOIST ONLY 1-1/B'USE.3.M J2Si•UNE 1-1/B'USE REINFORCING EACs SIDE-FASTEN 10 JGIN DOUBLE'.-401ST 9Y NAILING THRCJGH WEB JOIN DO BEE I-,;GIST BY NAILING THROUGH WEB 2n1 S'3U:-SH BLUCY,CUT U t6'TALLER THAN THE FASTENING SCHEDULE 1 TO 5 PLY FLUSH LVL BERN(SCC FLOOR JOIST USI L 1-IOd rvR!L PER FLANGE ]N END WALL-IF TOTAL �i SITU SH 3!OC2 E<'c/c-IF EACH FLANGE V/iCd NA_LS @ 5'o/c STAGGERED V:iH?-FUNS 8tl.si 6'1/1 INTO FILLER BLOCK WITH 2-RUNS Bu AT 6'o/1 iNTp FILLER BLOCK DEPTH�r THE I-J][ST. USE UNDER FIRST FLOOR 2 pR 3 PLY BEA>I,led-3 REVS Q 12'0/<EACH ➢ETAIL B FDR FFSTCNINri SCHEDULE) P,EV No. BATc \ LBRD IS LESS THAN 650 PLF TOTAL LOAD IS MORE THAN INTERIOR BEARING WALLS SIDE STAGE-REO 7 0 PS_ 't 1:/d'OSB BL NG.rNLS. 3/4•DR J/B•pSB NOTE USE R;N�!RS 'B / 02-5 P3/0/7 NpiE:USE VEB STIFFENERS 3/4'oR 7/8' BETWEEN EA.CANT.I-JZTST SUBFLOO.R S <PL1'BEAM DM_Y�1/2'BDLTS FENDERVASHERS IF REQUIRED BY THE HANGER USE SUBFLOOR� 3/4.ORT 6'OSB -/4'OR J/8'CSB T3/4'OR]/B'OSB BOTH SIDES-2 ROWS @ 24'o/c IF REQUIRED CR SUB'LOORi S11FLOORI SUBFLOOR STAGGERE➢ / J(ffi NUMBER 51203 ' J MAX, \ MA X. 1AX. / TO .PLY G120,11-PIR X 24 .AX VL BEA. SHEET NUMBER NOTE,USE I CANT. ST!FFEN'ERS I` R[M JOIST DEPTH SAME SE CONTINUOUS NOTED ON LAYOUT AS FLOUR JOIST DEPTH 2<'H[N, USE 228x4'FILLER BLOCK 8 FILLER ELK, FOR 11-T/8'SUR Es 26 t 30 HLRE HPNGER$ NDTE USE DBL SQUASH BLDCKS NOTE•L'SE SQUASH BLCCKS IF BkG.VRL'_46GVE L a LLS A D OWY IF LBTRIMDRJOIST E.JOIST EPI LESSBAND 2, NRIMUSE FOR JOIST J❑IST—D-CP UP ED SENDWALL 3. OFUSE JOIST oENDWALL 4. REINF❑ACED CANT: 5, D❑LBLEEEP 011 LESS AT L IRGJA❑iSTANs UNR6EIDBL EINTJ❑IST E@sEBAY 7. SQUASH�TBL❑CED ON YKS OUTNUTS USE WE STIFFENER IF /TEe BN'_C DDT TOP p FLUSHNTL✓L HANGER BEAI1VN 8. DROPPED L� L BEAM l C COPYRIGHT 1999 Pulte HGme C Drailo0 �_ A R nR FRarnln� LPI J❑IST HOLE CHART J o - FRGM HERE . aa¢ CAI OPTIONAL BATH'3 5HOWN-7a vu!g 9Ufs F-' ¢ ¢ JR a¢a o I/8"KERF TO TOP OF z BOTTOM FLANGE Q' _ - H m m I � FLOOR JOIST W 1/0 KERF TO TOP OF ^ x Z, 51MPLE 5PAN 6ONVER51ON 1.2-2XIOW/ ZA V4' wo _ - FROM MULTISPAN 2}J'2'SPEE B" I°JCI 5 - - - W TWIN WINDOW _ DT - BAI 3/4"=P-0" 2.2-2XIO W/ y1g4 E p � (2 J'(2)5 PEE. J/\ '-58' 2'.7" LTJ Yr ;._ UP - - iy m N -, 19.2 OLMS n i i1 � p N R W)OPT.BAY m1v _ _ _ , o , m v -- - - -- OMI CHAS POW -- LINE E IMG ALL z It HVAI N N OVE DEET d A JO T5 jj A T _ PP.OVIOE SOLID BLOCKING FO WALL 0 0 230 LF. -- {� BETWEEN J015T51UNDER ZP. �..I- BEARINGWALL 2-1 /4"X "LVL EARI WAL I.Rio BE N WAL 2-13 'X9ij2" L EARI WAL - V A 10 601 _ DBL NE NE 5-TEM C -T._— __-_ U w r - - --- -------- BE LI E OF EARI WPLD P 0 ON 5i o I—WJ ABOV -OE GN& PACE 15T 5 51'1 0 x OR W L LO OF Z 0 PLF ----- -Z_-- ` �,`n $ 1.2-2X10 VU r I m -- - W/IwIN ❑ w $ W/TVIIN WIN70U' 2.Z-2XIO W/ z"� 11 1/B° 1ST g u F-W (21 J 1(2)5 P E.E. 0 7/B" I"J01. 5 u Wi OPT.BAY WIND19.2'O.C.M X. 3 Z XIO Vl/ p I b US z r w F�Rk I2° g1-0" 12'.V •- a @ OPT.5UNROOM DR HJF. 9.01 (3)1 3/4"X IB"LVL _ w CD O_j -- 8I 0� goo Q Q SECORP- F-LO.OR FIR AMIN6 PLAN - IREVER5E COO- IOELE-VATION ° I MATERIAL LIST 5CALE X1/4°-0-011 I 1 7/8" LPI 20 OR 26A J015T5 @ 19.2(( D.G. (U.N.0) _71-11it 1/B"t GIST 1 11 48"IJ I5T5 111 - _11-1111 191 .M I ATI 2" xE qn ft VATION'I � n REF ROOF FRMG FOR WOW HDR 51ZE5 @ 10 0 1 5EGON19 FLOOR FRAMIN6 PLAN - ELEVATION 12 SCALE 1/4'=1'0'- n 3 eq 117/D°I-J01575 m � AT 192'O.C.MAX. 1 a INTER, JACKS:2X4 5P111 II B"-J 1515 8 c bFY¢Z GLUE 8 NAILED WI 161 NAILS P 0"O C. ILL J �i .41 2"0. MAX. ( G Ic 57A6 6E"FED W/I"EDGE DISTANCE - LL 3 -•�i Ca gc�G REF ELEVATION FOR PORCH REE ROOF F .10.00 s REF ROOF FRMG FOR WOW HDR 51ZE5 SECOND FLOOR FRAM IN6 PLAN - EL ATION '3 SCALE:1/411-I`0' DP,AYM 3Y DATE: /ON9 -1/6'DSH R[M MIST-FASTEN TO EACH i-1/6'OSB RIM MIST ONiti i-1/0'OSB Bill JGSSi ONE I-6'BSE REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE I-JOIST ET NAILING THROUGH WEB JUIN DOUBLE[-J➢ISI BY NAILING THROUGH WEB 2x4 SOJP.SH BL OEM LUT 1/:6'TALER THAN THE FASTENING SCHEDULE l ip<PLT RUSH LVL BEAM(SEE FLOOR JOIST UST G 1-101 NAIL PER FLANGE ON EYD WALL-IF TOTAL SOVASIT BLOCK @ 4'o/c-IF EACH FLANGE W'/IOU NAILS @ 6.1/C STAGGERED WITH 2-RUVS Bo AT 6'o/C UNTO FILLER BLOCK WITH,:2-ROWS H1 AT 6'O/C INTO FILLER BLOCK DEPTH OF THE:-JOIST. USE UNDER FIRST FLOOR 2 OR 3 PLT BE' ]61-3 RpWS @]2'o/c EACH DETAIL B FOR FASTENING SCHEOL4E) REY No. OAie LOAC IS LESS THAN 650 P'_F TOi AL LOAD IS MORE THAN INTERIOR HEARING WALLST SIDE Sl'AGGEREO 50 ALF BETWEEN OSB BLKG.PHLS. 3/4.OR 7/9'R-i USE NOTE'USE WFH FILLERS 6`JEB \ NOTES USE WEB STIFFEIJERS c2:3s 09i o/et 3;4'OR 7/B' BETWEEN ER.CANT.[-JOIST SUBFLBBR STIFFENERS IF REQUIRED BY 11II ' 4 PL1 HEAM ONLY�I/2'BOLTS+fENBCRVASHERS IF REQUIRED BY THE HANGER USE SUBFLOOR-1 3/9"OR 7/B'OSB 3/4'OR 7/e'OSB THE HANGER MANUFACTURER 3/4"OR 7/B' I. BOTH SIDES-2 FIVE @ 24'o/c MgNUFACTURER 11 SUBFLBUR SUBFLOOR-i SUBFLOOR� STAGGERED JOB NUMBER �H 51203 \ I�6' MAX. MAX. 47241' /" To 4 PLY G1203LP2R MAh vL HEAm SHEET NUMBER NOTES USE WEB T. SiIFFENEP.S If RIM JOIST DEPTH SPME T_1WSHE US j('E� NpTC LAYOUT AS FLOOR JOIST DEPTH USE 81,8.4 FULLER K. FOR U-11"SERIES e60SK3B LER RS NOTE'USE BEL.SQUASH BLOCKS MUTE'USE SQUASH CLOCKS IF BRC.WALL ABOVE V.0 1 a NOTED ON USE FOR JOIST I6'BEEP OR LESS NOTE,USE FOR JOIST 16'DEEP OP,LESS NOTE'USE FOR JOIST 16'DEEP OR LESS AT ALL 9RG.WALLS S BEAMS UNREINFORCED CAN ARE USED ONLY IF NOTED ON LAYOUT NOT'E�USE WEB STIFFENER IF NOTED DN LAYOUT TOP MOUNT 1-JOISI HANGER SHDWN 1. RIM J❑IST-BAND 2. RIM J❑IST-ENDWALL 3 RIM J❑IST-ENDWALL 4. REINFORCED CANT, 5. DOUBLE I-J❑IST 6. DBL. I-J❑IST 2 BAY 7. SQUASH BLOCKS 8, DROPPED LVL BEAM 9, LUSH LVL BEAM 'L COPYRIGHT 1999 PUItE Home Co CratioD OF Alt LVIA JAC AGLUED NA, �/lbd'I�A'I'L511 9.00 9.00 STAGGERED N O.L.OCeREP W;I"EPOE 0151ANCE & "oe ------------- I ROO TRAFER5 16" G. DO ff" RIO, Tt�,, �I, L. i— �[W�X T'S", "T 16, TT 3 IN= I W 10""1 "1 Loc E- 4 U) �4 0 7- D"RING qALL 51 P50; PR' IS TO 051 Xl� WE bp AN6 -------- ----- TO W) 7XI RIO C —XI 2-'X I BE �10 'ALL ' D 0 7( E TEM _.0 X 6 W 0-RB' T AT 5 J L!Ljll 1�11�ALL 1 11 11 11 11 11 11 _J� I M- 1 1- -1 IT -jv NOTE A55UNEP PE516N LIVE LOAD P ATTIC ZO P51. 9.009.00 (2)7 X,10 W/ 22X10L—2 A L40ER p 24,oc. (21i a(2)5 @ EE, F BEARING WALL5:2X4 5PF5-5RADE t 16"O.L.ONO. ATT 16 CE IL I N6 JO I 5T FRAM INC) P L A N 9.002 X 4 P 24"OC. ]R 56ALE 1/4'=1'O" 12 E L 15 V A T 10 N I ZX6 OVER BUILT FRAMIN3 SEE ELEV.5 SEE PRMGPLAN FOR 5PA610 R`Q Q,f__F__R AM I N 6 P L A NI 10 N 12 1 56ALC:1/4" 1'4' __—P RU55F5-A5REO-I?-151,1605HWAMENT COND. ROOF R111111 FRAMING 0 f FRAIC,PLAN FOR 5PWN6 SEE ELE�5 REP PRIA6 PLAN FOR 51ZE&5PACINO SEE ELEV.5 ROOF IAITI�5 ROOF RAFTERS REF FRMC PLAN FOR 52F&SPAC Ml REF FRM6 PLAN FOR 51ZE&5`A6N6 CEILING J015T5 SEE FRMC PLAN FOR 512E&5PACIN6 CEILING JOISTS CEILING JOISTS FOR SEE R-O PLAIN OR Siz, S,A,NO 6 PLAN , SIZE&`.PACING SEE F 111.TOP IlAll DBL.TOP PLATE IXTIRIOR-ARIIJ6 WALL DBL. TOP PLATE MAIN BEARING LINE BEYOND 77 EXTERIOR BEARING WALL pgo N TYPI(,AL DEAR IN6 BEAR IN6 & PROJECTION TYP16AL 13EAR IN6 1 104IJ 11 r—" ............ -1 H H H 11 111 1 11 1., REF.ELEV,'I J-0 SHE (AlAll 1011 lRAYI'Y, LADDER Y 74"O.L. 8 OI 2 X 4 LADDER 1?2411 CC 0 9.00 I IlYll 11 HI WAILI?4'C,6 ROOF FR I N 6 P, PLAN ELEVATION #2 IIA66ERE0 AT EACH FACE SCALE 1/4";1'-0" CEILING J0151 5EE PLAN . . . . . . IF.FOR SIZE ANO 5�ACIK(, 7NP FL,FRA FOR LOCATION BEARING 11LI 51E PLAN IRS MIN51 LAN �6EILIN6 JOIST 5PLI(,E OF-TAII. "4;RbL LTWY J� 24 �OC41_I�El� SIMPSON L90 6L IF �r,;i REF.ELEV.'I FOR A 5LE(I TTP -1 L 11 17 O.C. 1AR116 ROOF FRAM NO NUMBER ON Rff-ROOF IRA.III PLAN ER5 i '00 HE PER RAFTER 7 2Xb 51203 6 t ILIN15 J015T 2.2x10 2-2XI0 bib 1 2;2X8 24X8 1-11201 M_j�L-1 ILA 1� 11 11 11 11 11 11 11 11 11 11 11 �71 SHEET NUMBER L6,,40/8 L005E 5TL.ANGLE 0 BR16K L6,4018 L005C 5TIL.ANGLE P BRICK 2 X 4 LAPOER f 24"CO. RAFTER 60NNE6TION OF-TAIL ROOF FRAMINQ PART P, AN ELEVATION '3 OPT. FRONT LOAD GARAGE CC' 9.00a SCALE 114': "0" COPYRIGHT 1999 Pulte Home Corporation I'LE55 THAN FIN-F N DIM I"LESS THAN FN-FIN DIM -_ I"LESS THAN FlNfIN OIM -4 GENERAL NOTES ►-4 10 rn I.LOIABU511BLE MATERIALS SHALL `� - �"�'' O REF.CHART OF FP.FACING FOR FN154 DIMENSION a NOT BE WITHIN 6"OF A FIREPLACE OPENING. -- LAP ti� LOMBUSTIBLE5 WITHIN 12'OF THE FIREPLACE OPENING �. 3 112" 1'-" VARIES I'-° 3 I/2" 2%C P Ui L2 X 4 PAD OUT �"-X 4 FLAT SHALL NOi PROJECT MORE THAN I&FOR EACH I" ` FRAMBJ6 2 X 4 FLAT PAD OUT /// DISTANCE FROM SUCH OPENING. / I-%3 OVER 2 x 0 y co 2.DIRECT VENT FIREPLACE TO BE N5TALLED PER / ' REF.NOTES MANUF"ACTUtE'5 INSTRUCTIONS. y BELOW 9� ® E LEND GYP. .I'BEL _ FLASHING AS RFAb F-I Q EXTEND GYP BD.I'BELON � E%TEND GYP.BD.I'BELOW _ B TOM OF OUT FR BOTTON OF PAO OUT FRMG. �5 50TTOM OF PAD W T FRMG. a u°`i a L' I X 3 OVER 2 X 8 ROOF FRAMING REF.CHART OF FP FACING FOR FN15H MMEN510N ''}{ >t`—KF �i w - ————————- ON %PAD w f-0" VARY. I'- 31/ w FRAMING-LEN_ 10N � FRAMING ELEVATION � < O '� FRAMING ELEVATION - 4"CORNER TRIM E- 3112" REF.NOTES s 3 I/2 PAD OUT ABOVE MANTEL (211 PAD OUT ABOVE MANTEL 2x 4 WALL FRAMING - cn E"1 20 0 BELOW _ 2 X 3 PAD UT EI m SIDING i0 MATCH HOUSE �-I FIRESTOPPING Fr�gPOl - ;I/2°PAD OUT ABOVE MANTEL t N W PREFAB FIREPLACE W/BRICK SURROUND 8 HEARTH PREFAB FIREPLACE W/CERAMIC OR - JL4 N(?y' MARBLE 5URROUNO&HEARTH 45° 45° 5HNGLE5 REF. TOP PIATE 4-41/2" 41/2" PRODUCT SPECS u r-B/4" 6 114° .-61/2' 6u2' "Z�IREPLACF PAD-0UT DETAIL5 ° MA"TFL [tel 1, TRIM RE ALE r+ NOTE TRIM DTLS - / = ALL' TO BE SAME AS HOUSE TRIM I CALOR ELEVATION'A' BASEMENT "' MODEL ELEVATNIN'C'2 STORY - PREFAB 'L / HEARTH TH PER FP OETALS +^ / 5'-0"P 36'FIREPLACE _ REF.CHART OF FP FACING FOR FINISH DIMEN510N 0.0'P 42"FIREPLACE I-JO15T / FIFLt7 FLOOR I'-p" V1RIE5 I'-0' 3 111' / LIKE Of WALL } LL INSULATION � �l TRIM TOMATCH TRIM PACKAGE _ r W _ / 13''FLUE Tq.E / f B OPT.FP ' 5'-0" VINTL SOFFIT FPER PLAN "ELK MOULD(LAP4621 ; , \ELEVATION SECTION hT+-l4 T� o-PA MAM�/t - / II I_ J - !! u1 W462)MOLDING ON EDGES (LWP4621 3 I/4 CROWN MOULD I/2" R.O.PER MMUF. (LW?51) j/2n / REF.PLAfJ FOR OPENING SIZE WOOD•BURNING PREFAB FIREPLACE DETAILS 5/4x6 TRIM,BOARD TO 2 X 3 PADLUT/ .r..r re..,..-,---.'• Gari MATIN OPENIAL WIDTH or FIREPLALE. MAIJTEL MOLDING (4301 ILA- = LINE OF h1ANTEL °' FACING REF.0T4-___ 11€OF 57P.BD.PAD OVi ABOVE MANTEL ' — __ ____________________ _________________ ___ J i _ _' MARBLE SURROUND ' VOR 12"BRICK.MARBLE OR TIi_E = I --- %POSUREON510-58 m L____ _____ ____J ' TOP OF FP.OPENING ,.. PRE-MILT MANTEL VAR LE5 = BRICK SURROUND = _ TILE HEARTH B7 FP MANUFACTURER EXPO5ED FLAT BLACK METAL FACE OFF.?. m ELEVATONI'B" 8'TEj -17'WALL MARBLE HEARTH _ Qi [�] MATERIAL LYME ON ALL MARBLE HEARTH 1 3' r 5'-0"Q 42 F.P. °CORBELS ELEVATIONS 15 THE SAME. 5 6 B 4Y"F.P. 0 5 36"F.P. STD SIDE WALL COND.I CORNER GOND- 5"'-V a E,2"F.P. - 'I E— � GENERAL NOTES aMTOFFP.FALIM6 NOTE I.COMBUSTIBLE MATERIAL55HALL TYPE OF FAL IMG 536 ,z �Q�IREPLAGE W/ MARBLE OR CERAMIC TILE FAGIN6 ���1iA50NRY_FIREPLACE ul BRICK VENEER I' BE NOT BE WITHIN 6'OF A FIREPLALE OPENING. 2. ACI' x% I.0' T.. /'ALE XJ'XIl- RUNNING BOND COMMETIBLE5 WITHIN 12"OF THE FIREPLACE OPENING MARBLE/CERTIL 51-11, SHALL NOT PROJECT MORE THAN 1/8"FGR EACH I" so DISTAAICE FROM SUCH OPENING. BRICK 6'-I° 6'-13° e g 2.DIRECT VENT FIREPLACE TO BE INSTALLED PER _ N� MANUFAGTURE5 11,51RUCTION'5. COMPOSITION SHINGLES -_ gs peal 219199 < r�e1-p3 F PtOVER?/16"ROOF SHTG. ,;, 69 OVER 2X6 RAFTERS 6' g TYP, z" Sq�r zm 6"FA5CIA ON I X PAD FLUE 51ZE PER D i LINE OF CHIMNEY o mea nFIREPLACE ELEVATIONS e TOP VENTED FIREBOX <- "� ZA a/z° AIR INTAKE a I I d 77 3 RI 14 �` RE13AR SPACE FRONT 0 6ACK o� • �Q - 510E 0 SIDE FILA.GE V W/REREPENT LAP AR VENTED FIREBOX a BRam Br: N Q� VINYL SIDING OVER DaTc o:U99 SFEATHIN6 ON 2 X 4 5TU95 W/ R V Ha Ba[ O BATT IN5ULATION 6RADE LINE MUu�T 3"TRIM. NE DTL 5 a, %S--TION DETAIL DEPTH OF FOOTING PER FOUNDATION - NEsrolzao TO BE MIN.OF 12"DEEP AND 6"EXTENDED FROM FACE OF BRICK- SF:eET NuueLR EPLACE W/ MARBLE FAGIN6 XX,=I-6 PLACE 5ECTION E DIRECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE o 12.00 SCALE: 3/41'=I'-0" SAF' xlx.0.0 © COPYRIGHT 1995 Pulte Home Cor arolion O l). Date.... Ak ate.... ' k t NpRTM 1 ° .•�"� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING �,SSACHUs� This certifies that �� �� has permission to perform ........P`....CA./...../,1/CJ�??... .......................... wiring in the building of.........f r,4... �....... .. ..................................... // ./� ,North Andovass... .... ov Fee.�.s.7....... Lac.No�. P.�Y�..... . ..................... ..:.. .................... ELECTRIC N8PECTOR Check # 1 7�� 4477 • � ,The Commonwealth of Massachusetts office Use 0 nlyW77I Per�lt :to. Department of Public Safety ' accupancy S roe Checked _ BOARD OF FIRE PREVENTION REGULATIONS S27 CZAR 120a 3/90 (tee.e blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Mawchusetu Electrical Code. 577 CMR 12:00 (PLF-&gE PRINT IN INR OR TYPE AI.I. INFORMATION) Date_ City or Town of—ldy � CLQ� - To the Inspector of Wires: The undersigned applies for a pewit to perform the electrical work described [[below. Location (Street & Number) Owner or Tenant?-L 11 I 1 1 h CC\_p Cp( _ L .. 1 7,32 Owner's Addresso I to r1 v 7. Y� P C3 L in Is this permit in conjunction with a building permit: Yes ONO ❑ (Check Appropriate Boxy) Purpose of Building e(`, /// I . LJ T Existing Service Asps / Volts Ove-head ❑ Undgrd❑ No, of Meters New Service .• Amps / 24/40 Volts Overhead ❑ Undgrd No. of Y.eters� Number of Feeders and Ampaeityy '- "T/�� � e:f M Location and Nature of Proposed Electrical Work ,b No, of L1 htin tlets Total 8 B No, of of Tuts No. of Transformers KVA No. of Lighting Fixtures Swimming,Pool Above (-1 In- a ­ grnd. l_Jgrnd. Generators KVA No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. Of Switch outlets No, of Gas Burners FIRE ALAR2IS No, of Zone3 No. of Ran es Total No'. of Detection and g No, of Air Cond. tons Initiating Devices No. of Disposals No. of pwns tTotal Total No. of Sounding Devices 0 ,. KU 8 a No. of Dishwashers Space/Area Heating Ku No, of Self Contained Detection/Sounding Devices ❑ MnicipalNo. of Dryers Heating Devices KW Local Connection❑Other r No. of Water Heaters KW Signs __ Ballasts �Tinoltage No. Hydro Massage Tubs No. of Motors Total lip OTHERS .- INSURANCE COVERACEt Pursuant to the requirements of Massachusetts General Laws I have a current Liabilit insurance. Policy including Completed Operations Coverage or its substantial equivalent. YES® NO 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 [a BOND F� OTHER ❑ (Plense Specify) _ Estimated Value of Electrical Work Sxpirationate��� �/� II � ( ' Work to Start Inspection Date Required: Rough Final Signed under the penalties of perjury: FIRM NAME LIC. NO. 1 I J Licensee -�, Signature _ LIC. N0. Address � �r Bus. Tel. No. ©g ,I-4��t�� n Alt. Tel. No. ired OWNER'S INSURANCE WAIVER: I ed aware that the License does of have the insurancecoverage or is sub- stantial equivalent as requby Massachusetts General Laws d that my signature on this permit application waives this requirement. Owner Agent (Pie a check one) T..tn..hnno No. PF.RUIIT FEE S l7S7.� Location No. Date ,.aR,►, TOWN OF NORTH ANDOVER a • Certificate of Occupancy $ ,s �cMus•< Building/Frame Permit Fee $ - k Foundation Permit Fee $ Other Permit Fee $ TOTAL $ ci 6`!� Check # Qba 65 i64A 'Building Inspector L-65.49' �p �yR�278`a oo' L<49,38 PALOMINO DRIVE _ T La46.98' R=280--00711 - 1� i A 16'4 14175 S.F- ` R=325,00' 0.33 Ac. m TOP FOUNDATION N ELEVATION=153,05 17 � 17 11202 S.F. { 0.28 Ac. �I LOT 18 55 13034 S.F. 0.30 Ac. J_5"! 50.27' �- 50335'35"E r's g4. SO2 ot'ig.•E STEPHEN M. `-4 +1U MEI,ESCIUC N S02 4 No. 3pf'16„E A04fl � 99.3z` q I sP S02.01'is,`" " s bg 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 01- FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED, ALSO, ACCORDING . .. WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C k SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR,FLOOD HAZARD ZONE. ' CERTIFIED FOUNDATION PLAN LOT 18 FOREST VIEW ESTATES MARCHIONDA A A4800vjL.Pkl NORTH ANDOVER, M A ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOMES OF NEW ENGLAND, L.L.C. STONEHAM, MA, 02180 2.57 TURNPIKE ROAD, SUITE 200 (781) 438.6121 SOUTHBOROUGH, MA 01772 SCALE: 1 —30' DATE: 4/22/0:', _ ........ ..._._ i8 b996 82V T8L S910I00SS030aN0IH0cI0W Wo btu: I T 200 z- - � Date. 7Z NORT/� 3?0..�� T" IV TOWN OF NORTH ANDOVER ° PERMIT FOR PLUMBING SS US tt / ��(or /�IVwr I This certifies that . . �.�.��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . /v.-e.6u . .4.0 X07 plumbing in the buildings of . . u . . ". �!�!."'. S. . . . . . . at . . . �C`. _ . . .fC` .f� f�t/ . . . . n:. ., North Andover, Mass. Fee. .17/.-r� -Lic. No..)T !I�. . . . . .`. . .. o Z I. /k4Check # fag / PLUMBING IN PECTOR 561 5 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT T-O`DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Date tbp/ .y`7o /C Building Location 6 &4;41� Owners Name Permit# Amount Type of Occupancy New Renovation ® Replacement ® Plans Submitted Yes ❑ No FIXTURES rA H a a1z wrA54 1 9 V9a H W w En A A STB-HM &4SffVM >�FIIJ[R t �n�Acit 3M MOcx 4MlzOCR SIH FUM 6MHf cx 7M ILOat 9M ILOCR (Print or type) Check one: Certificate Installing Company NamerP 3 l Address ❑ Partner. O Business Telephone zjF/ �!,/G/ / f G// ❑ Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type ofce coverage by checking the appropriate box: Liability insurance policy �/ 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 OwnerEl Agent E A I hereby certify that all of the details and information I have submitted(or entered)in above applicatiA�ae and accurate to the best of my knowledge and that all plumbing work and installations performed under P ed focation will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Cod Ch 2 of the General Laws. i By: signature oicens um ype of P mb' License Title City/Town icense TNumDer Master Journeyman APPROVED(OFFICE USE ONLY i I Date.... 1.. 76 r - f NORTH 1 ...."�o� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING �,SSACMUS� This certifies that - ` fi ................................... 0 . ......................... ......................... B --4 / has permission to perform ........... .. ..... ......................1.................................. wiring-1 the building ofC-1 /............... / .......... ............. ..... ...........,f j .� �c.. �/ orth Andover Mass Fee.....1.:�!........... Lic.No. ... ....... .. ... .................... ELECTRICAL INSPECTOR Check # �� 45 ` 8 l OntnlartWof a„aLltt�alt� Official Use Only aaah r c�77 Pcrnut\o. eparinwAl o ->`ira �arv,cas � � Occu ancv and Fee t, BOARD OF FIRE PREVENTION REGULATIONS p Checled , Y �' (Rev. l 1i99j 1 Ilcave blank) APPLICATION FOR PERMIT•TO PERFORM ELECTRICAL WO11 RK Ml work to be pert'urntcd in aecordancc with thrI'vIass::ehuscus Elwrical Code(X11:C ,537 CMR 13.00 (PI.E.t SE PRINT 1;V/;VK OR .TYPE:-1LL ItYI OR1 L'1710iV) Date: 03 City or 'Fown uf: Aflddyi x Tv,the IllsCIO/.0j By.this application the undtrsigncd gi\es a tics ol'his or her lute ttion to perform the elccnical work described Ww.Location (Street S. t\u tiller) at(�n(,lY � � �-.: `OP Z'2 4 'lzIJ Owner or TcitaittAk AO1'clephottc\o. - `� boo';—. Oivncr s Address O.S N r! •en e "Re�_d rfk RT Q Is this perptit i.0 coujunc un.with a building permit? yes`1❑ Nu ❑, (Check:\ppropriatc Box) Purpose of Building e s (Cie p'�- f(L� U)ilit} :\uthorizalion,Vo. Existill” Servicc Amps / l alts Uvcrltcad � ❑ L•udgrd ❑ No. of:ltcters ., New Scriicr Amps, / 1'ults 0 crltcad ❑ Undgrd ❑ NO.oC`lctcrs Number of Feeders and Antpacity`` LoculWit'and Nature ul' Proosed.Electrical 11'ork p e G, Completion u/rhe(ulluuine table rear•be imim1 by the h,snertor o(11'ires. No. of Recessed Fixtures ya.of Ccil.-Susp.(1'nddlc)Fans ! 0. 01' 1 oral No.of Li;htiug Outlets yu:of llut'I alis . �Ii nerators K�a No. of Lig.ltting FiXtUt'es Swimming Pool .Above ❑ 1u ❑ outergb und. �rnd. Battery Units No. orReccptacle Outlets yo.broil lith-iers FIRE ALAR -IS r\` ' o. f i o Zor-es No.orswitcltes No.of Cas 13urne.rs r 0. 0 electron and I llridatina DC�'1CCS t�Nu.of Ranges Total 4 No.of Air Cotid.' Tons f yo•.of Alerting Devices No. of NYastc llisposcrs. . !•lcat Yunip. t•_un�ber '!ons 11 ,V'u. of c 1- ontaincd Totals: D'etectiott/Alertina Devices No. of Dishwashers S pace/Area..Heatin Kw t1luuicipa 1 g Local ❑ Connection o Other INo. of Dryers (Heating Appliances 1t1Y IJecurity Systems: i \o of Devices or Equivalent I,�,u. 01.1 arcr No. o! !-!caters K1V. uala 1ti'iring: No.ul Si••tts Ballasts No.of Devices or Equivalent yo.Hydrort)assaoe 13atlitubs No.of Motors . Total kil' Telecommunications 'ir ng: No.of Devices or E uivalent . BOTHER: ss ------------ littach additional.detail(desired,or as required be the Inspector of Wires. 1NSUR.a:yCE CON:Eit.%GE: Util.css waived by the o>ruer,no permit fur tlic performance or-elcctrical work ntav issue uttless the licensee provides proof of liability irtsurandc including "completed opera tion".coverage or its substantial equivalent. 11ie undersigned certifies that such coverage is in force,and l as.exhibitcd proof of same to the permit issuing office. CHECK ONE. I\SUR•\NCE ❑ DO)ND ❑ 0.1'llL•R ❑ (Specify:) (Expiation D31c) Estimated Value of Electrical %Vurk: '(When required by municipal policy-.) Work to Start: tiispcetiuns to be requested in aecordancc with NIE•C Rult 10,and upon comole:ion.' certifj•, Fouler the pmts and penalties ujper un',t/rul.�Ite`rrrjurrrrcrtion.n�tIris nfrplicatiutt'is trite and com lete. Fl tLl I NAML: L1C.NO.: :2,/1G Licensee:' �-'_'� LIC..NO.: —BGG (!j u(,�l(raG e. ; rcr :r;nr t"in t%c lie cc nuuroerl c.J / Bus.Tel. Address: All.Tel.tNu.• OWNER'S INSURANCE 11•AIVER: Iyam aware that tL•e L cense.-does riot have the liability insurance coverage normally required,by law. 13v my sibnature below, l hereby,waivc this requirement. l aur the(chcc.l-one o owner a o\,tt.- = ,Leat. Owner/Amit. ` Sidnaturc I'cicphuuc Nu. 1'iiRr3IIT FLL: S i s Town of North Andover Building Department 3?;.�t``o 4, `,�,Q 27 Charles Street a a -North Andover,Massachusetts 01845Jx (978) 688-9545 Fax(978) 688-9542 •"' �7 •Q'iraa eP� 5 �SSACNtlS��'i APPLICATION FOR CERTIFICATE OF OCCUPANCY/1N3pE� 71��y ADDRESS 7U A'/Dwlaa LOT NUMBER /j SUBDIVISION DATE REQUEST Fn ED_ 2 7-,?/--11,3 DATE READY FOR INSPECTION F 5 O TO CL DA ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TUV E FRAME. A RE-INSPECTION FEE OF TWENTY FNE($25.)DOLLARS WILL BE CHARGED.IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE UNLY ROUTING nT AX D.F.W. -WATER ME DATE A-� D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED RTO INSPECTI REQUEST DATE. SIGNATURE/DPW ALIM RIZATIO I oNO atN" Or ho A. s 3 y E SSACNU'E4 . CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number Date 0 -�5 o200 3 ,TSS CERTIFIES THAT THE BUILDING LOCATED ON /07� / S -l'Y8 R91A m i,,v-o MAY BE OCCUPIED AS�S/N, �� � 4 1,17 /3 )�o //,/,e 4 / -/s/ 9,4-7-h 5, o? S�,z IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TOLD - So Building Inspector I i rp--t 77 N TL& le 4' ri 'i1 I. ver JA i f�,• r No. t - $4 4 COCHIC 19 7- VF A0RATED PPa`,��y BOARD OF HEALTH P E Food/Kitchen Septic System 4 ������� ,",. r D � , ' � • BUILDING INSPECTOR THIS CERTIFIES THAT ....,,. , ....,r+ ,.,..... ,,.tiH#N.q�:.����l�,ix��,.k� : ,r.. ......� Foundation V/o �n builhas permission to erect ., � y Y-0 ,`. fie•.--� .,..� to be occupied as t.3 .. 411 ., �; '.'' provided that the person ecce In this erm ahaii in ro=pest confprm to-11111110 tit of ft-appiwtion"on fife In this office, and tp the prpviatona of the Codes and By-lswe reng tp thg In A��eBd�bhspt�B+� Buildings in the Town of North Andover. G . ` pt,vNinvc uvsPEcroR VIOLATION of the Zoning or Building Regulations Voids this Permit, Oh PERMIT EXPIRES IN 6 MONTHS al r CTRICAL INSP- TOR UNLESS CONSTRUCTI N JTAIJTS � - ...... ............................ 1..... .............. ....... ... �1' _may, �.-. _ BUILDING INSPECTOR' /4-�' z. 1� Occupancy Permitq Re r uire J' t0 OCGu BL4l4U AS INSPECTOR ,. t' � S Dis la in a Cons; ichous Place on the KeMiset ='Do Not Remove Final Rough P Y al4 No lathing or Dry�W- all To Be Done FIRE DEPARTMENT Until Inspected and Approved-,by the Building Inspector. Burner street No. �e3 _i SEE REVERSE SIDE_J. Smoke Det. —7,: \. Location No. Date '4ORTM TOWN OF NORTH ANDOVER ' Certificate of Occupancy $ cMus`� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3r 1 Check # �� 18 2 U 5 Building inspf;Etor TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT EE!S1 RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING so Sectimt#llr on klW, ..* M BUILDING PERMIT NUMBER. DATE ISSUED46 0 . _.�U �— :G� Za-�— SIGNATURE: 4 Building CommissiZer/IfigWor of Buildings Date z SECTION 1-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Q) Zoning District Proposed Use Lot Area Fronts ft 1.6 BUR DING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided v 1.7 Water Supply M.G.L.C.40. 34) 1.3. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal 0 On Site Disposal System 0 �i: !.Ufii: SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT jljt(!ot: Yes P40 IT!I 2.1 Owner of Record '.dame(Print) Address for Service q-jg-- 2--S--9-- 90 Signature Telephone o 2.2 Owner of Record: 7v 0 Name Print Address for Service: Signature— Telephone M SECTIO -CONSTRUCTION SERVICES i� 3.1 Licensed ConstructioSupervisor: Not Applicable ❑ 7,�� Licensed Construction Supervisor 8-7 p 2 0 r / / 3 YCV/ i�(� GI / ��� License Nm bar 'In q6 n- c Expiration bz�� Sigr-!i�tin a Telephone 3.2 Registered Ho Improvement Contractor Not Applicable ❑ '7 2 1 Company Name l 4-3 0 M Registration Number 'aa� CP i Su�r�r� ���. ��� - r" Address 9 -7 111up 6 111Expiration date ,,Si na r /.� _ Tele one SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) , Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......0 No.......0 SECTION 5 Description of Proposed Work check as a cable New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify. Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a)� Building Pemtit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)x (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTH87Ri7ATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner/Authorized Agent of subject property r Hereby authorize to act on My behalf,in all matters relative to work authorized h this buildin Y g permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are Prue and accurate,to the best of my knowledge and belief Print Name Si tune of Owner/Agent Date A NO. OF STORIES SIZE C BASEMENT OR SLAB SIZE OF FLOOR TIMBERS I' 2ND3 SPAN DIMENSIONS OF SILLS 13IIv1ENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHEVMY 1S BUILDING ON SOLID OR FILLED LAND IS BUII DING CONNECTED TO NATURAL GAS LINE FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. APPLICANT FILLS OUT THIS SECTION APPLICANT_ P -fJ' Z-A PHONE q�S.ZS 9 1!D LOCATION: Assessors Map Number 6 � PARCEL Dllj SUBDIVISION LOT (S) STREET__ag f&Q ImI ND `7PCI tib ST. NUMBER OFFICIAL USE ONL M N A ION OWN AGE CONAERVATION ADMIWISTRJAXTOR DATE APPROVED " DATE REJECTED dLCOMMENTS DJOI TOWN PLANNER DATE APPROVED D DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197)m lopThe Commonwealth of Massachusetts Department of Industrial Accidents Ofte of Invesdgatlons Boston, Mass. 02111 Workers'Confpensetbn Insurance Affitdavl? Name Pleass Print Name' Locaft: Cid Phone � I am a hanteowrter performing all work myew. I am a sole proprietor and have no one working in any capacity I am an employer providng workers'compenssUon for my employees working on this job. ComOM name: CME Phoneg r ra n► Pdicv s CM12M r>ente: Address Cft Phone : irtsurartoe Co. Porcv a Fdkm to same eoverape ar re*dmO under Section 25A or MGL 152 can lead to the krposiion d as psnion d,a ON LIP to$1,5W.W andfar arm ywW imprisarrneet.as tisd_ae_dd I Jo l mhmjdAST1,P.VADMOROEP md.e.rkre d.(311n.1gAJft apfalod.ma i understand that a c d this stdament be forwarded to the Off ce d l d apy may nveatlpetlaN Ura DIA forMlcatian. coverape ver I do hereby cW*undbr ft palhb and PTNOW dperfury that ft k mr kw pmkW above/a true and cane�ct Date 7 Print �/A ��� _ �� PhorJe� Cj 78•'76 r�>r-f d II Official use only do not wrRe in this area to be completed by city or town afficlel' City or Town Pemita mina 0 sullcwv Dept (]Check N immedfale reapome IS requkvd l] I.ICensft old p Selectmen's Ofte Contest person: Phone rr i] Health Department 0 Other FROM :Da zhong hua Improvement Co. FAX NO. :6174792396 Oct. 20 2004 09:20PM P2 MAssncHus�TT�WOFIVC�RS'CONPENSATION ASSIGNkU Iden rvvh. Y APPLICATION FOR WORKERS'COMPENSATiQN1t1Sl3RA�CE tuv+a To. The yyorkers'Compensation Rating&InspectionnM86208 of Massachusetts P.O.Box 55665 Boston, • {817) 439-9030 IMPORTANT: It un mu*t do fled for each legal entity. A separate appl wd'tn ink and submitted in dupftata to the Bureau. m y e � d ynadon requirements are not mel: This appowbon must wtyped � 6paror deposit premium does rest_ don coverage. or. .under no circumstance wln�� endhr�k appik ation: the-apprmnt is in deramdt or premium for Pri w to aeoP�lo wm the prior inaurer(s). there IS a re coarct or coverage Iron prtorworkers' potlaes that remaut Incomplete due to the epptka> of Me Bureau u%appkant has audrts or arsPem ane be bound is d 12:01 ANI the'day atter the apprrostion and"deposll premium are re'm In the otrioe for he ureau TThe e8n ha, m dirtaln workers con"M on an seMplosur�rrs in 8a god fvdlwVwY market and hereby apprres in the Massachusetts Ash Risk Pool and mWesshr represents Requested Effective Date: t. G NERAL INFORMATION [ ..,(, t tot.general partners)or WOWS)along V"M Ole trade^erne of the business-) QPENDING NAME OF EMPLOY t� the sce 2. FEDERAL EMPLOYERS t E tFlC�ArT-10ONN NUMBER N Pending.atbcth a 'of IRS Gott))� t -43U a/� as t + - 1 � 1"baaA Z/ f � Phone 3. Number Street City Se MAILINC3 AOORESS LA-aa- 6d,9 f - q• city State Zip Phone &-%J Phone'Number Street MA SACHUSETT _ Staff Phone 5 OTHER MA.LOCATIONS Number Street City 6. State Zip Phone LOCATION O R ORO Number Street city 7. LEGAL STATUS 03 vie Proprietor Q Partnership tther orporation [(Trust Q Limited Partnership Q LLC Q LLP (explain) j Il. ELIGIBILITY REQUIREMENTS To be eligible to obtain assigned risk coverage: carders: The employer's application for voluntary Massachusetts workers'compensation coverage must have Ilse^rejected by Iwo(2) The employes must not be in default of premium for Massachusetts workers•cam pensation insurance: The employer must have compiled with all laws.orders.ales and regulations in force and effect rage to the Welfare- The employer must•not have an audit or inspection on a prior workers•compensation policy that remains incomplete due to the employer's failure to cooperate with the insurer. iscission.and phone numbers of two insurance eomparhiss who have refirsed to Wile voluntary coverage 1. List the nar les,�• Each represent of discu ,.named mus,bean employee of the insurance company who has authority to bind coverage. for this risk in the past sbdy days• A failuie to reach such a representative cannot be Construed as a refusal to write coverage. -INSURANCE COMPANY NAME,2F REPRESENTATIVE _DATE(S1 PHONE NUMBER - S atZ`P �-o• Uan C ilea 1 - �3 NOTE: If coverage was recently terminated or expired in either the voluntary or assigned risk market,you must attach a copy of the cancellation or nonrenewsl notice. The reason for cancellation or nonrenewal must be indicated. If the coverage was in the voluntary market within the past sixty days,the canmxtaton or nonrenewal will serve as one of the two required decimation. However,t voluntary coverage was cancelled or non- renewed at the employers request,then the insured is not eligible for assigned risk coverage: coverage must be replaced in th voluntary market. 2. Have you received any offers of voluntary coverage? Q YESNO in an offers of coverage. If YES,induce all rriulti-tine,deductible,or retrospective rating farms inducted y 9e 3. Is there any unpaid uodcers'compensation premium due from you or any other commonly owned enterprise? Q YES NO If YES,provide the entity name.balance and policy number(s). If the premium is being disputed,attach an explanation for Bureau consideration. If an arrangement for payment has been made,attach a copy of the signed agreement 4. hoes the employer have any outstanding audits or Inspections on a priorworkers•compensation po5cy? Q YES Q NO If YES,provide the name of the carrier and the policy number. If the employer has scheduled an audit.provide the name and telephone number of a contact at the carrier. wenn—'r.ro W-WEadPP) North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c s0e 54, afrom this workn of Building bePermit Number is that the 9 disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: (Location of Facility) �7' -Sigatr of Permit Applicant Date e obtained for the Town of North Andover must b NOTE. Demolition permit from . this project through the Office of the.Building Inspector - t T' rr x�ra, I�osE b fi�rpm 'vim O X N S i 36 rr 2x iv Zx 4 a67zl p4typ LI 1%IV rSt I r/7iJ�ii�i�`a1�� Oft � [tri Gm twZT[ %// �-yt CrQ,>�e fOYm -1'uyi� d y�rm p pv ous rte Yoi 5� r Yl I n r, dpa,Me f e� V P LOT I A- 13,033 , UD-r 17 Q LST ! O 143 Jy �O S� 02 1 Pq ��©•�. x'98 C.©Al,ti Q - TTHIS pLAN IS BASED ON A TAPE SURVEY(WT AN OISTRUMENT SURVEY)AND 15 To BE USM HEREFORE.THE OFFSETS AS Sam SHOUW NOT BE USED M EST 04 PROPERTY LINES. MORTGAGE PURPOSES My. ESSEX COUNTY PLAN OF LAND DEED REFERENCE: PLAN REFERENCE: PL NO. 13727 IN BK. PG. PL.BK PL. CERT.No._ PG. ANDOVER I hereby cer*that the axis"stnx tures are located upproWmat9ly as stxtarn and PREPARED FOR: were not in viola w of the zoning by taws at the time of construction,or are exempt PULTE MORTGAGE.LLC from vitiation enforcement acWn under Chapter 40A Setdon 7 of the WNs. PARESH S &TEJAN P.OZA are located'n Zone. the following General Laws.The:Zorm C r arm of minin4"oo ft' FEMA map.Note:Zone C represents 2 5� FLOOD HAZARD COMoMOULGNITY NO EFFECTIV LT'"' BOUNDARY MAP NOS SCALE j IN.= 30 FEET THOMU BAILLIE&COMPANY C. LAND SURVEYING &RESEARCH WAKLM 33 HOWARD STREET READING,MA.01867 REGISTERED LAND SURVEYOR t �� PHONE:(781)9442767 �► FAX:(781)944-6112 DATE x ORTH Town of Andover mom& 0 LA O over, Mass., /� COC MICIIEWICK V AERATED PPS\ �C? BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...........�� .e...'4................... A................... .......................................................... Foundation lit ' IY $ �41Aw��ae� � t has permission to erect. ..... ..a.............. buildings on.................... .....................................................................�.. Rough to be occupied as ��t��C 16 40 00 b W e t 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 relatin9�to the Inspection, Alteration and Construction of Buildings In the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this hermit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION S TS ELECTRICAL INSPECTOR Rough ............ ... .. . .......... .................... ..................................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.