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HomeMy WebLinkAboutMiscellaneous - 110 PALOMINO DRIVE 4/30/2018 110 PALAMINO DRIVE 210/108.C-0111-0000.0 i Np RTh ti F Y SSACHUSt CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number s q Date 0 ,5 THIS CERTIFIES THAT THE BUILDING LOCATED ON �©T MAY BE OCCUPIED AS m S, c52 a 4-1h S , 01 S A // -,,47V,4 G� Ge IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO -�� /I/"-- Building Inspector NORTH Town E° Andover No. 319 - = _ h o = L AW dover, Mass., /62 C ': c� �t oRATED P'PG�"`� 1 V 4 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT........�.�..vli....... .............. .~ ...... .. ....... ....... ......... Foundation-Of has permission to erect............../................ ..... buildin s on ..Aot./J.-0-4140...All A^V!y0�...�� Rough ,q ��6,��� as �Dm �... �1....6.14. ... ..... .1/ �� �I ... . . > .. Chimney to be occupied ....I......................�.. .... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final � _ y_a�, -c)3 this office, and to the provisions of the Codes and By-Law relating to the In pection, Alteration and Construction of Buildings in the Town of North Andover. !41.9 co 11/ �y� i PLUMBING INSPECTLt. 37 VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS `n` y•��� UNLESS CONSTRUCTION S TS ,,-ELECTRICAL ugh INSPECTO�t ♦ gh 2_-2�-0 J 0 �- f Jl9 e ervtc2 BUILDING INSPECTOR in Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final '. No Lathingor Wall To Be Done � Dry Dr/ FIRE DEPARTMENT • Until Inspected and Approved by the Building Inspector. Burnert_1 ` Street No. ()1()3 �r SEE REVERSE SIDE Smoke Det. JAN-17-2003 10 :35 AM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 L=30,79P A&' PALOMINO DRIVE , R=3z5.00oo'os03i C7 �n�c /s5 0 r )S L-100.00' T►bttis h. —/3 4-17'37'46" R-325.00' I �- 26,1' 12A r 24,0' 14207 S.F, 0.33 Ac. 30.6 N r TOP FOUNDATION w 1 ELEVATION=152.74 � La LOT 13 1 ' 12671 S.F. W 0.29 Ac, W --r O ' 40.6' N N41'09'09"W _ --� N OF 4",S STEPHEN M, Location a ti No. Date �2'43` D3 f "°"T" TOWN OF NORTH ANDOVER 3? '• c E HAVE EXAMINED ,t �°. E BUILDING IS LOCATED n SHOWN CONFORMS Certificate of Occupancy TIVE TO REQUIRED SETBACKS Of c P y $ -----_ NSTRUCTED. ALSO, ACCORDING s^cMusE`� Building/Frame Permit Fee 3 GJyO OD INSURANCE RATE MAP, $ 098 0015 C Foundation Permit FeeTRUCTURE IS NOT LOCATED $ FLOOD HAZARD ZONE, Other Permit Fee $ �AN TOTAL $ 3 Check # DOa?L/3/ �C ASSOC. , L. P, CANNING CONSULTANTS E AVE, SUITE I MA, 02180 438-61121 16151 -� DATE: 1/17/03 Building Inspector 4183 Date.................................. f NORTH 0AL TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING S CHUS This certifies that ............. .................................. has permission to perform . .............. ..... ............................ .. wiring in the building of ................. ....................................... at.l a / ........... .............. ............. .North Andover,Mass. —O-V V - Fee.��........... Lic.Nd&�(j�/h. ................... "--ELECTRICAL INSPECTOR Check # i /j off Les Use only ;The G��nmonwealfl� of Massachusetts Department of Public Safely pe Occupancy b Fee Checked _^ BOARD OF nREe PREVENTION REGULAnONS S27 CNIR 12W 3/90 (tee-e 6isnk) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in arcotdonce with the hinesaehusetu Electrical Coda, 577 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALT, INFORMATION) Date _ City or Town o.>; .U\ To the Inspector of Wires: The undersigned applies for a perait toperform the electrical work described below. Location (Street b Number) 110 0A 6M r V\e Owner or Tenant o' Owner's Address , 4 ` 1C tirl) t �l S/''A71 Is this pernit in conjunction with -a—building permit: Yes ❑ No ® (Check Appropriate Box) Purpose of Building ! G''j ' M TM-��Utility Authorization NO. Existing Service Amps _ /---volts w Volts Ove-;ead 1:1 Undgrd El No. of Meters New Service [} Amps /ck Volts Overhead 11 Undgrd� No. of Meters Number of Feeders and Atnpacity Location and Nature of Proposed Electrical. Work .- ) No. of Lighting Outlets No. of. Hat Tubs No. of Transforaers Total 1KVA No. of Lighting Fixtures Swimming Pool Above ( "1 ln- rnd. t_ 1 rnd. L_I Generators KVA No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units 1:o. of Switch Outlets No, of Gas Burners FIRE ALARMS No. of Zonea No. of Ranges No. of Air Cond. M^Total No. of Detection and __ tons Initiating Devices 'd of Disposals Neat Total Total P No. of pEps Ter,;s, ._TM KU No. of Sounding Devices No. of Dishwashers Space/Area Beating i,W No, of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local Municipal [] Other Connection[] 120, of ta,"o Low Voltage KW No. of Water Heaters ----- 5lgm-__..�.-..__Ballasts _ burin No. Hydro Massage Tubs No. of 11)tor5 TogsI )IF INSURANCE COVERAGE: Pursuant to tite wrequirements 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❑ NU If you have checked YES lease indicate the Y , p type of coverage by checking the appropriate box. INSURANCEBOND 0 OTHER ❑ (Please Specify) __ ,_^ xpiration ate Estimated Value of Electrical Work S �. , Work to Start Inspection Date Required: Rough_— Final Signed under the penalties of perjury: FIRM NAME�t�)CE iY►��.' �r8'� �%R"t.' /:,�G�ct`��[ 1- .._ _ _ LIC. N0. Licensee Address �} yT Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am awarr: ehat thy., l..ieensee does o have the insurance coverage or is sub— stantial equivalent as required by tlassQcatttset%s General Laws, and that' my signature an this permit application waives this requirement. Owner Agent (Please check one) i T. I—hrmp 110. PF..P.11IT FEE S � JAMES E.BUCHANAN ELECTRIC,INC. PLEASE DETACH BEFORE DEPOSITING CHECK NO. Q14 9 0 ammme amu WON OEM? LOT 13 TEMP POL 10/30/02 55. 00 . 00 TEMP POLE 55. 00 110 PALMMINO DRIVE LOT 13 NORTH ANDOVER, MA TOTALS 55. 00 .00 55. 00 Location �o f i3 f1° miouo No. 3 j Date �� - 3 "0 L �oRTh TOWN OF NORTH ANDOVER 3? .. °c ' Certificate of Occupancy $ S• Eta Building/Frame Permit Fee $ Emus / 00 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # j P%?g3--z 16072 Building Inspector �aarcar _ s31MIN ' t APP UICATION TO. NSTRi1CT WAI !0=,kT . OR ..A QNZ-0IR :MF Y•DVVILLIMG. 'vim ' a BUR DIENG PERMITj DATE IMAM: of SIGNATURE: C Bui �ommissi r of Buitdin Date SECTION I-SM INFORMATION 1.1 Property Addnass: 1.2 Assessors Map•and Parmel Number: ` :Map Num Parcel Nu"*ff I-A zmieg laforr -� n: 1.4:.Pnopediyr J�immaieps: • : .: ZoningBidrid sed Use.. LctArt .. . ....,E 1.6 BUILDING SETBACKS 00 Rear .... ... _.Front Yard Required Pride Povided- Provided. R•?wear S p�ybtCtr.C40 S4) 1.3. flood Z=-' 1.R "S Dispea i Y Pu6Ga Private 0 200 OuNicj►Fh"Zoaa � an Shp Disponai:Sysarat D SXCTz0N2 flsR0P ItRTV a A OI n=ACt ° 2I.Own�nr a£Raoorsi ., Q y�'�. >/ p, fit'' /� / � ✓"c/1'9� Lgine ezr� Z) /1- &!✓ r"14/,F7 r'/JA' 's/t/ ? / Name(Print) Address for Scfvice: Siaitue Tdtphnne 2.2 Owner of Record: Name Prinz Addrem for Service: ` Nei sioatum Fslaphoac SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 Su Licensed'Construction Supervisor. G-5, 0 7 7 12- nn - % License Number Address Expiration Date "gna : T hone 2 Registered Home Improvement Contractor Not Applicable 0 ompany Name Registration Number rte ddress. Expiration Date mature Telephone , K . SEMON 4-WORKERS COWENSATION eLtl'it 152..$ 2 s7 porkers C sation Insurance affidi*tjnust be »i etad snd ulimitt ti this union. Failure to o�P� pl.` app. pt+ovide'this affidavir.wi[I r+esuft. . irt,tha denial of tha issaandd•o£�ltabuildin. {t. . S" ed affidavitAt*hed.Yei ,... SEC7:T41�'S� tiotr.�f;P e3ed:Wor]€ ahe�il�illa'�licalilt` . Naw Constrtiction ExistingBiiildin :`LI Repaufs)" II ` "Altr_ratlons(s) Q: Additicrh Accessory Bldg. Q Demolition Q Other. Q spedi$' Brief Description of Ptoposed Work ADO M � f S1 N; SECTION 6-E5TIlluTEIT Cd.NSTRUCTZQN' T5 Item Estimated Cost(Dollar)to be 11 C29TIeWby p!ag ali 1. Building O ��) 3utldiagPetinrt et 2 Electrical Esthnettedot `C6st'itf.. 7/ 00 3 Ph�rrt c;�Ca. Btti -Permit ,fee ;.. 4 ... t)x>(6) � Mechsmical r S 6.. Total I SECTION?:OWNER AUTFIORT2ATION TO D CO1 ISTED l�1 OWNERS AGENT'OR COi'MCTOR APPLIES MR Rt MJ)JNG P 1VffT OvmedAuthonzed Agent of subject property ' Hereby autharize to-act oa My behalf,in all matters relative-to work atrthoriaed by this building pc�mit epplica;;e S" tme of Owner Date- as . SECTION'n C?`r WAiTT`ITORIZED AGENT l lECLARATIOI as OwnWAuthorized Agent'.of s i "ect Ply Hereby declare that the statements mnd.information on the foregoing applicatiesrrsre.tme and accurate,to the bestof my knowledge and belief Vl Print Nam -7 _per Si ofOwner/A ent Dam, N O. F STORIES ST7E ,r-¢ IENT dR SLAB � : .F FLOOR TIItrfBERSISTONS OF_SILLSSIONS OF POSTS SIOM OF GIl2DEI�5 eT OF FOUNDATION THICKNESS F FOOTING % RIAI,OF CHIMNEY ,,4 LDING ON SOLID OR FILLED LANI3LDING CONNECTED TO NATURAL GAS LW �f 0 2 FORNC - U - LOT RELEASE FORNC 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 r r■r r r r r r a■r r■r■r r r l■■a r■■r■r r■.r r■r r r r r r r r r r r.r 6 r r r r r r r r r 1 r 1.r age n a . AP PLIC Aa`T �[���e /5�0_/rIP_�'� � -PHONE ;Q ASSESSORS MAP NUMBER lo(? C LOTNUMBER. SUBDIVTSION��cdS">`fr��/� �� �' LOT NUMBER 1 STREET /`�is�/err'...V ,D,M/ 'e STREET NUMBER f f �rarrrrrrrrrar alr■r...rrr■rarrrrrrr■rr■■rrrr■r■rrr..rrr■rrr■rr■ar■■,■■rrKrr■ . OFFICIAL USE ONLY r■r a r r r r a..■r r r a r r r■■r r r x r■rrr■rrrrr■■rrr■■■■■r r/rrrrr 1 r r r r■r a r r r r f 1 r l l r r r RECONIIvCENDATIONS OF TOWN AGENTS �searr rrrrrarrrr�r■■■r■r� ■■rrrrr■■■r■rrrrr■■■■rarrr■■■rrrrrrrrrrrrrrrr DATE APPROVED (,//CO SERVATION A.DhiNSTRATOR DATE REJECTED C nNQ�fE`�"15 i l.� DATE APPROVED Z �L P uNER DATE R-JECTtD COfam DATL APPROVED FOOD INSPECTOR-HEALTH r �� � DATE REJECTED DATE APPROVED SEPTIC NSPECTOR-HEALTH DATE REJECTED CONMEN-M -�� PUBLIC WORKS-SEWER/WA C NNECTIONS D AY ZG Cr'Z DATE APPROVED DEPAR DATE REJECTED COMMENTS RECEIVED BY BUII.DING INSPECTOR DATE 1 " S 15x5 _152X 3 -- -- — _ \will 4 4. 1 w �- ... ...,..._... - 'tip -- 1 144X 1�2 1 � is f a -- i GRAV EL ACCESSbRIVE ---*- 30 1 26 • I I �.,Io„ .- �. 1 4 . 25 F?. BUFFER FULTE HOME CORPORATION RESERVES THE RIGmT TO MAKE FIELD CHANGES TO THIS PLOT PIAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN i LOT 13 FOREST VIEW ESTATES MARCHIONDA & ASSOC•,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE 1 PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02160 257 TURNPIKE ROAD - SUITE 200 (617) 438-6121 DATE: 11/7/02 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"F;20* ' JL Growth Management Bylaw Exemption Statement . Town of No�l'Andovef 8uiiding Department This facto At The tit used to assist the Bueiirtdt.rg Department The In bud d nr determination shall section 5.7.6 of the Pmvidetall of the ions tieeassar. i formation Town afACIM Andover Growth Menag Y : Bylaw- 2s requtasted below. : Name of Applicant on building Permit(below) Addresg of Property for.Permit(below)" Ntap and� � P ase of plication (check below] i t singl*Family —TWO Family P ar Ri bmTj2 X of.App tit I t ' letslgned appllautt fir athe EXEMp IO attest 9.T 6 of theNorthAndoverlGrowthor ich this for m:is=repleted does camp YQ. y this Mar [gemee►uigrey:ne+ts eflnbtai niand g Other perrni#s r�qujr.edmprior tto the Issuance of the Sud parry Permitpermit frOrrt 1 d that my Intorpretatlon.-offs VEMPTIGN status is subject to review by the Building F6par t i un and Is a ted-when the Building Permit ig issued. Qnt sate is only afll�Y �P - ul*d on section 8.1.6 of thispermit ap ndoverado and aasomated a#achmenwth Bylaw the above its,complies with onie ot and the wark as orlmmote of theed for on abo3ve.lot< in this bw eta tae (otiawinQ sectirana as indtc+ted by a ohst�c mark. Itcaden for a building permit for the eniargsm*nt.restoration,or reconstrudarl of a dwelling in T�is provided theins additional residential unit is created. se e aar as of this effeetive dare of this by-law. T halet(s)wanlwea awtad prior to bay 6, 1996 are exempt froth the provisions of this Sefton 9.7 of the Zoning yra+tr. -•� appgpdorais far dwelling units for low andlor moderate income families or individuals,where all of the This ca7MWft Of to ashlar R a NrouQh a Propel y,eD�rcWte9d and mnits carrdRd dead restriction ruetsng with the,nd UnitsIs reamcmd:77"u of thio$ don"senior snail meats parsons aver the age of 56. W60atdon is a part of a dtreloprnetit prajeot which voluntarily agreed to a Minimum 40%undo.rr zoning and feasible given the I reduedon.in density.(bulwablis Iota).below the densly.(14 equal lots) permitted envliortantaLal eartdldona of the"0-with the surplus land Oqusf to aEi�east ten buildable saes sed entbypermanently deaignsted as open baa andkr to�Sayan d its °oA dee eattandto cthe Tow`nn or(mm development to animism AgrkU&1.rat Pnha*f"den S'astriedon, e approved by the PtanNng Board tttatvriti ensure its protertlan. with an This apptiattan represent;a tract of land exlatin tl aeai!��yone�toeoexamption tram the on Ptartnad Growth sal r+t patted on the eflsctive date of isions far q,8purpase of consmcdrig ane single f nilly dwelling unit on the Rate a.ptvelopment Seh►eduting pro P Th�a cmdan Rpreaeeb a lot which is ready for hutldIAG permlb.(l.e.aU other permits from all other boards and PW with.those permits) and the Development Schedule canuNsslans ttavt been niaived and the pal in aonapliatt t* Ilan must does rtot acwmrnadate WSWRS a building pMflit In thatYeaa one building permit will6;issued per Year per Q*Wkwoo teat until such time as the Development Schedule a000mmadates Issuing building permits. APP supply approved farm U with this eXIMPTiON. Plsss+e a any and all information that would assist the Building Department In making a determination' that yau�pap lieatlon Is allowed ane or mars of the above EXEMPTIONS. permit is ay signing below I attest to the accuracy of the information provided and that the attached building ' allowed an EYEMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate in- on, or the checking off of an above it which does not comply,whether done to my knowledg not. grounds for tusat by the ltd apartment to issue a Building Permit. ..�') r ate �kgnawre or owner or Muth nzsa Agent est the Ghee ul tog ernit T;Zis farm must be a=ched to the Suadlmg Permit upon application for such pertniL 4 r ��ie �iarru�no� n�'�•��aesocs�iute�2 BOARD OF BUILDING REGULATIONS Licenses CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/02/1962 Expires:03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON _ 222 SEAMES DR MANCHESTER, NH 03103 Adm nistrator BUILDING DEPARTMENT DEBRIS DISPOSAL;FORM In accordance with the 0 vWs ns of MGL.c.40 S 54,a condition of Building Permit Number Is that the debris resWtmg form this work shall be disposed of in a properly licensed solid waste disposal facili as defined by MGL c 11, S 130A t3' The debris will be disposed of in: Location of Facility Signattuc of Permit Applicant ''• Dau NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector t _ i � Nesiti Vev oruup rax;aro. JU1I -L,,) .cow ic•J•, TI . L .. ... ..�... .. . .. .. ..._.... h w. Ttle Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 42111 Workers,Compensation Insurance A.lildavit Please Print l4ame: � —don: cit Phone -=1 am a homeowner performing all work myself, (—�11 am a sole proprietor and have no orae working in any capacitor F7-1 I am an employer providing workera' compensation for my employees working on this job. or address Phone 0�"'' �—0QC)vZ Insurance Co. a P licv#.gge a,3011 Company name - — addre4s t,r Phone#- I iso nqg "o P M-1 NOW Failure to secure coverage as required under Section 25A or MGL 152 can lead to Ins fmposNon d cdminal•pansl4es d a fits►up to$1,500.00 analar oat y"M,imp6somwt as well as cion pensities in the form of a STOP WORK ORDER and a fin*o(($100.00)a dry valva me. understand that a copy of this sw rnent mpy be foewafaed to th*office d tnvesugad6no of the DIA for coverage�etifieadon. r ac herny car*under the pains and pens&s of perjury that th*koWmaMan provrr.{ed above it hoe and cwrsctL Signature Date Print name Phone# `ffiic;a use only do not wets in this area to be completed by city or town official' Q Building. Da-pt ❑Chock if anmeaele response is MukW Building Dept p Licensing Board sele=an`s Office -or,cacr arson: Phone•At C] Health Department • • . ,a other . . voR.,cwANws coMPENsAnoo _ r 1 -rvi 1%ja U-rUI Aug-O-U1 4;berm; Page 1 /1 CERTIFICATE O F I N S U RAN C E ISSUE DATE: 816/01 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pulte Home Corporation of NE COMPANIES AFFORDINO COVERAGE 205 Hallen Road,Suite 211 COMPANY A Pacific Employers Insurance Company Warwick, RI 02886 COMPANY B Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. — - — — — EFFECTIVE RAT1 rEXPI0N TYPE OF INSURANCE POLICY NUMBER _I DATE DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 511101 5/1/02 PRODUCTS-COMP/OP AGG. $15,000,000 ON AN OCCURRENCE BASIS _ Tw ! PERSONAL&ADV.INJURY $15,000,000 EACH OCCURRENCE 515,000,000 ADDITIONAL INSURED: I FIRE DAMAGE(Any one fire) $1,OOD,00D MED.EXPENSE(Arty one person) $5,000 AUTOMOBILE I COLLISION DEDUCTIBLE COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: �� _ _ ( f• _ _ _ COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 I 5/1101 t 511102 i (Owned,Hired&Non-owned) ADDITIONAL INSURED: ! 1 EXCESS LIABILITY I I EACH OCCURRENCE i AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 9/1/01 5/1102 STATUTORY LIMITS EMPLOYERS'LIABILITY EACHACCIDENT $1,000,000 MA,NVI SCF C4 3091815 i 5/1/01 I 511/02 I DISEASE-POLICY LIMIT $1,000,000 DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY _ REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYFE: ( IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT MORTGAGEE: _ l SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEOUCTIBLF PER OCCURRENCE OTHER i DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS Residential construction,North Andover,MA CERTIFICATE E L N Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRATION DATE THEREOF,WE WILL ENDEAVOR North Andover, MA 01845 TO MAIL $Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZEDn REPRESENTAT{VE /�� ` Forrest View Estates Drawing Date:11122/02 11/22/02 13:54 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forrest View Estates Location: 110 Palomino Drive - Lot #13 North ANdover, MA Drawing Date: 11/22/02 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: 781-461-1541 8 Sanderson Ave. Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: Model:V2720 Area per Sprinkler 230 sq ftl Orifice: 1/2" K-Factor: 4 .20 Hose Allowance Inside 0 gpm 1 Temperature Rating: 155 Hose Allowance Outside 100 gpm 1 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.3 psi Required: 74.3 @ Source WATER SUPPLY Water Flow Test I Pump Data Tank or Reservoir Date of Test I Rated Capacity 0 gpm Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi ( Elevation 0 Residual Pres 78 . 0 psi 1 Elevation 0 At a Flow of 1540 gpm Make: 1 Well Elevation 0" Model: Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Meuthen, MA i SYSTEM VOLUME 22 Gallons I Notes: Two Head Calculation OF o ALLAN cy NCAMERON ON � R, � FIAE � y tS AL. i Forrest View Estates Drawing Date:11/22/02 11/22/02 13:54 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 47.3 psi 1 11.111 x lli" CPVC Reducer 2 ' 120 1. 610 46 0.2 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 46 0. 4 1 Pipe 11i" 40x25 CSC 5' 120 1 . 610 46 0 . 4 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 46 0. 4 Elevation Change 810" 3. 5 1 1' " Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 46 0. 0 1 11-�" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 46 0. 0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 46 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 46 0. 4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVx15 CSC 50' 150 1 . 602 146 21 . 7 II� Hydr Ref R1 Required at Source 146 74.3 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 146 gpm 99.7 psi psi . SAFETY PRESSURE 25 p Available Pressure of 99.7 psi Exceeds Required Pressure of 74.3 psi This is a safety margin of 25.4 psi or 25 % of Supply Maximum Water Velocity is 9. 7 fps i � I Forrest View Estates Drawing Date:11/22/02 11/22/02 13:54 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forrest View Estates Drawing Date:11/22/02 11/22/02 13:54 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pin ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Fin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23.0 1" 1 0 9111" 7 .7 fps 30. 0 30. 0 30. 0 0. 10 gpm/sq ft 1 . 109" 2 0 1210" 0. 129 2 . 8 0. 0 0. 0 K= 4 .20 23. 0 120 PV 0 21 ' 11" 91 0" 3 . 9 30 . 0 30. 0 REF B1 1114" 0 0 12 '0" 4. 8 fps 36.7 1 . 400" 0 0 0" 0. 027 0. 3 23. 0 150 PV 0 1210" 0" 0. 0 REF B2 23.3 1J-4" 0 0 517" 9. 7 fps 37 . 0 37 . 0 PATH 2 1 . 400" 0 0 0" 0. 100 0 . 6 0 .0 K= 3. 82 46.3 150 PV 0 517" 0" 0. 0 37 . 0 REF B3 1'44" 0 0 110" 9.7 fps 37. 6 1. 400" 1 0 610" 0. 100 0. 7 46. 3 150 PV 0 710" 0" 0. 0 REF A2 1k" 3 0 3016" 9.7 fps 38 . 3 1 . 400" 1 0 1510" 0. 100 4 .5 46. 3 150 PV 0 4516" 1013" 4 . 4 REF W 46.3 gpm PATH 1 K= 6.73 47.3 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO B2 HEAD 2 23.3 1" 2 0 9111" 7.8 fps 30 .7 30.7 30.7 0.10 gpm/sq ft 1. 109" 1 0 910" 0. 131 2 . 5 0. 0 0 .0 K= 4 .20 23. 3 120 PV 0 18111" 910" 3 . 9 30 . 7 30. 7 REF B2 23.3 gpm PATH 2 K= 3.82 37.0 psi Job Water Required Hose Allowance Drawn By Forrest View Estates Static Pressure: 100.0 psi Pressure: 74.3 psi Inside: 0 gpm SprinkCAD 110 Palomino Drive- Lot#13 Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 100 gpm Central Sprinkler North ANdover, MA Flow: 1540 gpm Safety Pressure: 25.4 psi (800)495-5541 ' Remote Area: 2 Date/Loc: Lot#65 140 • 120 10 Supply 80 P S 1;0 gpm"hose I 60 - 40 - 20 - 100 04020100 150 200 250 300 350 400 450 500 Flow (gpm) q �m Forrest View Estates Drawing Date:11/22/02 11/22/12 13:52 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forrest View Estates Location: 110 Palomino Drive - Lot #13 North ANdover, MA Drawing Date: 11/22/02 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Ave. Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities: Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET i Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: Model:V2718 Area per Sprinkler 160 sq ftl Orifice: 1/2" K-Factor: 3. 50 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 116.0 psi Required: 49.8 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm I Location: Lot #65 Source of Information: F & W Partnership - Meuthen, MA SYSTEM VOLUME 22 Gallons Notes : Single Head Calculation OF o� AL ti 'AFA R y GIS `" i I� Forrest View Estates Drawing Date:11/22/02 11/22/02 13:52 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 16 31. 9 psi 1 11-1" x 11,4" CPVC Reducer 2 ' 120 1 . 610 16 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 16 0. 1 1 Pipe 11-1" 40x25 CSC 5' 120 1 . 610 16 0. 1 1 1;-�" Thrd 90 Ell CI 4 ' 120 1 . 610 16 0 . 1 Elevationi Change 810" 3. 5 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 16 0. 0 1 11-�" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 16 0. 0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 16 0 . 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 16 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11,�" PVx15 CSC 50' 150 1. 602 116 14 .2 Hydr Ref R1 Required at Source 116 49.8 psi Water Source100. 0 psi static, 78 .0 psi residual @ 1540 gpm 116 gpm 99.8 psi SAFETY PRESSURE 50.0 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 49.8 psi This is a safety margin of 50.0 psi or 50 % of Supply Maximum Water Velocity is 6. 0 fps ` Forrest View Estates Drawing Date:11122/02 11/22/02 13:52 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 For'rest View Estates Drawing Date:11/22/02 11/22/02 13:52 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" 0 0 3" 5. 4 fps 20. 9 20 . 9 20. 9 0. 10 gpm/sq ft 1 . 109" 0 0 0" 0. 066 0 . 0 0. 0 0. 0 K= 3. 50 16. 0 120 PV 0 3" 0" 0. 0 20 . 9 20. 9 REF 11 1" 2 0 910" 6. 0 fps 20. 9 1.049" 0 0 410" 0. 086 1 . 1 16.0 120 40 0 13'0" 9' 0" 3. 9 REF 10 1" 0 0 2110" 5.4 fps 25. 9 1. 109" 1 0 510" 0.066 0. 5 16. 0 120 PV 0 7110" 0" 0. 0 REF Al 1�14 1 0 2518" 3. 4 fps 26. 5 1. 400" 0 0 310" 0. 014 0. 4 16.0 150 PV 0 2818" 0" 0. 0 REF A2 1144" 3 0 3016" 3. 4 fps 26. 9 1 . 400" 1 0 1510" 0.014 0 . 6 16.0 150 PV 0 4516" 1013" 4 . 4 REF W 16.0 gpm PATH 1 K= 2.83 31. 9 psi Job Water Required Hose Allowance Drawn By Forrest View Estates Static Pressure: 100.0 psi Pressure: 49.8 psi Inside: 0 gpm SprinkCAD ' 110 Palomino Drive-Lot#13 Residual Pressure: 78.0 psi Total Flow: 116 gpm Outside: 100 gpm Central SpriPikler North ANdover, MA Flow: 1540 gpm Safety Pressure: 50.0 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 ' y 140 120 10 Supply 80 P S I 60 10 gpm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) ' zorrest View Estates Drawing Date:11/22/02 11/22/02 13:56 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forrest View Estates Location: 110 Palomino Drive - Lot #13 North ANdover, MA Drawing Date: 11/22/02 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: 781-461-1541 8 Sanderson Ave. Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make: Model:V3610 Area per Sprinkler 190 sq ftl Orifice: l" K-Factor: 5. 60 Hose Allowance Inside 0 gpm Temperature Rating: 155 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.8 psi Required: 79.7 @ Source WATER SUPPLY Water Flow Test I Pump Data ( Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0. 0 psi Elevation 0 Residual Pres 78 . 0 psi Elevation 0 I At a Flow of 1540 gpm I Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Meuthen, MA SYSTEM VOLUME 22 Gallons Notes : Garage Calculation IN OF ALU N �y CAMER 0T T ' 9 Forrest View Estates Drawing Date:11/22/02 11/22/02 13:56 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 46.8 psi 1 11-�" x 119" CPVC Reducer 2 ' 120 1 . 610 62 0. 4 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 62 0. 7 1 Pipe 11,�" 40x25 CSC 5' 120 1 . 610 62 0.7 1 11W" Thrd 90 Ell CI 4 ' 120 1 . 610 62 0 .7 Elevation Change 810" 3. 5 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 62 0. 0 1 11.�" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 62 0. 0 1 1;�" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 62 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-i" PVx15 CSC 50' 150 1. 602 162 26.2 Hydr Ref R1 Required at Source 162 79.7 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 20.0 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 79.7 psi This is a safety margin of 20.0 psi or 20 % of Supply Maximum Water Velocity is 13. 0 fps V ;Forrest View Estates Drawing Date:11122/02 11/22/02 13:56 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop. Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi . Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forrest View Estates Drawing Date:11/22/02 11/22/02 13:56 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 1 ' 11" 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 7111" 0" 0. 0 30 . 0 30. 0 REF 12 31 . 1 1;1" 0 0 513" 13.0 fps 31.5 31 . 5 PATH 2 1. 400" 1 0 610" 0. 170 1 . 9 1. 1 K= 5.54 61. 8 150 PV 0 1113" 0" 0. 0 30. 4 REF B3 1:4" 0 0 1 '0" 13. 0 fps 33. 4 1 . 400" 1 0 6' 0" 0. 170 1 .2 61. 8 150 PV 0 710" 0" 0 .0 REF A2 11-4" 3 0 3016" 13. 0 fps 34 . 6 1 . 400" 1 0 1510" 0. 170 7 . 7 61 . 8 150 PV 0 4516" 1013" 4 . 4 REF W 61.8 gpm PATH 1 K= 9.03 46.8 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO 12 HEAD 4 31 . 1 1''4" 1 0 9111" 6. 5 fps 30. 9 30. 9 30. 9 0. 16 gpm/sq ft 1. 400" 0 0 310" 0.048 0. 6 0. 0 0.0 K= 5. 60 31. 1 150 PV 0 12 ' 11" 0" 0. 0 30 . 9 30. 9 REF 12 31.1 gpm PATH 2 K= 5.54 31.5 psi Job Water Required Hose Allowance Drawn By - Forrest View Estates Static Pressure: 100.0 psi Pressure: 79.7 psi Inside: 0 gpm SprinkCAD 110 Palomino Drive- Lot#13 Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 100 gpm Central Sprinkler North ANdover, MA Flow: 1540 gpm Safety Pressure: 20.0 psi (800)495-5541 i Remote Area: 3 Date/Loc: Lot#65 140 120 10C40 Supply 80 P TOO gpm hose S I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) . Sent By: PULTE HOME CORP; 1 401 739 6457; Nov-7-02 16:43; Page 2 I � ' Permit Number MECeheck Compliance Report Checked By/Date 1995 MEC N1ECcheck Software Version 3.3 Release lb Data filename: F:\files\CST\SHARE\MecCheck\ModelEnergyCode\MASCHECK1Lot 13fv.cck TITLE: Lot# I3 Millstone Elevation#3 CITY:North Andover STATE: Massachusetts I-IDD: 6322 CONSTRUCTION TYPE: Single Family DATE: 11/07/02 PROJECT INFORMATION: Forest View N.Andover,MA. COMPANY INFORMATION: Pulte Homes of New England NOTES: Customer purchased elevation 3,a walkout bay,2 additional windows and transom package COMPLIANCE: Passes \Maximum UA=490 Your Home=481 1.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 24 38.0 0.0 1 or Scissor Truss 966 38.0 0.0 29 Ceiling 2: Flat Ceiling Ceiling 3:Flat Ceiling or Scissor Truss 435 38.0 0.0 13 Wall 1: Wood Frame, 16"o.c. 972 13.0 0.0 4 Wall 2: Wood Frame, 16"o.c. 540 13.0 0.0 44 44 Wail 3: Wood Frame, 16"o.c. 540 13.0 0.0 44 Wall 4: Wood Frame, 16" o.c. 972 13.0 OA 39 Window:2852-3: Vinyl Frame,Double Pane with Low-E 43 0.340 15 Window: 1936-2 casement w/transom: Vinyl Frame,Double Pane with Low-E 18 0.310 6 Window:2046-2: Vinyl.Frame, Double Pane with Low-E 19 0.340 6 Window:6.-0x6-8 slider w/transom: Vinyl Frame, Double Pane with Low-E 45 0.340 15 Window:2852-2: Vinyl Frame,Double Pane with Low-F. 171 0.340 58 Window:2852: Vinyl Frame,Double Pane with Low-E 43 0.340 15 Window:2862-2:Vinyl Frame, Double Pane with Low-E 73 0.340 25 Sent By: PULTE HOME CORP; 1 401 739 6457; Nov-7-02 16:43; Page 3 Window: 1852: Vinyl Frame,Double Pane with Low-E 19 0.340 7 Window: 31052 picture: Vinyl Frame, Double Pane with Low-E 21 0.340 7 Door: 3-0x6-8 w/2 sidelights: Solid 33 0.280 9 2-8x6-8 service door: Solid 18 0.180 3 Floor l:All-Wood Joist/Truss, Over Unconditioned Space- 24 19.0 0.0 1 Floor 2: All-Wood Joist/Truss,Over Unconditioned Space 952 19.0 0.0 45 Floor 3: All-Wood Joist/Truss,Over Unconditioned Space 300 19.0 0.0 14 Floor 4:All-Wood Joist/Truss, Over Unconditioned Space 140 30.0 0.0 5 Furnace 1: Forced Hot Air,81 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the pennit application. The proposed building has been designed to meet the 1995 MEC requirements in MECcheck Version 3.3 Release ib and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder/Designer _` Date _ C Area Calculator:CeilingsMillstoneElevationKotl3fv r m 0 m Assembly Type Width x Length = Gross Area Comments/Description C-) 1 Flat Ceiling or Scissor Truss 2'-0" 12'-0" 24.00 ft2 second floor ceiling area o 2 Flat Ceiling or Scissor Truss 34'-6" 28'-0" 966.00 ft2 second floor ceiling area 3 Flat Ceiling or Scissor Truss 19'-9" 22'-0" 434.50 ft2 second floor ceiling area 4 5 6 7 a 9 10 11 1 12 41 13 0 14 1 15 I W 16 17 0) 18 U' v 20 21 22 23 z 0 24 25 y 26 ro d) 41 W --O (D Ceiling Area Total: 1424.50 A cD 11107/02 16:25:17 111 Area Calculator:Wads:MillstoneElevation3Lsotl3fv ' r M o M Assembly Type Width x Height = Gross Area Comments/Description C-) 1 lWood Frame. 16"o.c. 54'-0" 18'-0" 972.00 ft2 front elev. 0 2 1 Wood Frame. 16"o.c_ 30'-0" 18'-0" 540.00 ft2 right elev. 3 lWood Frame, 16"o.c. 30'-0" 18'-0" 540.00 ft2 left elev. y 4 Wood Frame. 16"o.c. 54'-0" 18'-0" 972.00 ft2 rear elev. 5 6 7 I, 8 9 10 11 1 12 13 0 14 1 15 w W 16 17 °) 41 18 cri v 19 20 21 22 23 0 24 25 26 N W -O A� cQ CD Exterior Wall Area Total: 3024.00 cn 11/07/02 1625:17 1/1 Sent By: PULTE HOME CORP; 1 401 739 6457; Nov-7-02 16:44; Page 6/9 Area Calculator:Windows:MilistoneElevation3Lotl3fv LibraryUnit Total U-Factor Assembly Type Quantity Width x Height = Area Area Action Name 1 r/► 2852-3 Vinyl Frame,Dou 1 8'-3" P4'- " 43.31 43.31 ft2 0.340 2 f 1936-2 casement w/transom Vinyl Frame, Dou 1 3'-11" 17.95 17.95 ft2 0.310 3 f 2046.2 Vinyl Frame,Dou 1 4'-1" " 18.72 18.72 ft2 0.340 4 / 6-0x6-8 slider w!transom Vinyl Frame,Dou 1 5' 11" " 44.87 44.87 ft2 0.340 5 2852-2 Vinyl Frame,Dou 6 5'-5" V-3" 28.44 170.64 ft2 0.340 6 f 2852 Vinyl Frame,Dou 3 2'-9" 64" 14.44 43.32 Ift2 0.340 7 2862-2 Vinyl Frame,Dou 2 5'-8" 6-5" 36.36 72.72 ft2 0.340 8 1852 Vinyl Frame,Dou 2 1'-10" 5'-3" 9.63 19.26 ft2 0.340 9 '.e 31052 picture Vinyl Frame,Dou 1 3'-11" 5'-3" 20.56 20.56 f12 0.340 10 11 12 13 14 15 -- 16 17 18 19 20 21 22 23 24 25 Window Area Total:451.35 1/2 11/07/02 16:25:16 i Sent �By: PULTE HOME CORP; 1 401 739 6457; Nov-7-02 16:44; Page 7/9 Area Calculator:Windows:MillstoneElevation3Lotl3fv SHGC Cornments/ Description 1 Superseal Low E Argon 2 Superseal Low E Argon 3 Superseal Low E Argon 4 Superseal Low E 5 Superseal Low E Argon 6 Superseal Low E Argon 7 Superseal Low E Argon 8 Superseal Low E Argon 9 Superseal Low E Argon 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 window Area Total•451.35 212 11/07102 16:25:16 � Ili � (D r+ Area Calculator:Doors:Mil lstoneElevation3Lotl3ty � r --I M 0 M Library Unit Total Comments! Assembly Type Quantity Width x Height = Area Area U-Factor SHGC Description o Action Name 1 1 �/ 3-0x6-8 w/2 sidelights Solid 1 5'-0' 6'-8" 33.33 33.33 ft2 0.280 Front Entry w/2 Sidelights 2 1 �/ 2-8x6-8 service door Solid 1 2'-8" 6'-8" 17.78 17.78 ft2 0.180 Garage Service Door 3 4 5 6 7 8 9 10 11 1 12 4�-0 13 1 14 ---j 15 ED 16 rn 41 r20 z 23 < F24 � 25 0 N d) -A -O v CQ (D Door Area Total: 51.11 co CD 11/07/02 16:25:17 111 I Area Calculator:Floors:MillstoneElevation3Lot13fv o'� r M 0 M Assembly Type Width xj Length 1= Gross Area Comments/Description n 1 All-Wood Joist/Truss,Over Unconditioned Space 2'-0" 12'-0" 24.00 ft2 floor area over basement C) 2 AEI-Wood Joist/Truss,Over Unconditioned Space 34'-0" 28'-0" 952.00 ft2 floor area over basement 3 All-Wood Joist/Truss, Over Unconditioned Space 15-0" 20'-0" 300.00 ft2 floor area over basement 4 All-Wood JoistlTruss,Over Unconditioned Space 7'-0" 20'-0" 140.00 ft2 floor area over garage 5 6 7 8 9 10 11 12 .p 13 0 14 j 15 w 16 co 17 rn .p 18 �' v 19 20 21 22 23 oz 24 < 25 261 0 N m 41 CJ7 A� [Q CD Floor Area Total: 1416.00 co 11/07/02.16:25:18 111 NORTH own of VE D Andover 319 roc A LA. � dover, Mass., /62 5 DRATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT........ ....AOli�...... h'11r BUILDING INSPECTOR .. ... ...... . ....................�......�................�c .S.�........................... Foundation has permission to erect.............. ................... ..... build* son .. 4.....�. ,�/.Q....., A .Al /•WQ /r• Rough �► ro m rh a �.�. to be occupied as.... ......................�...:.........�1..... �.. 5 �.,/ A.. w4f� ... .. 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-Law relating to the In pection, Alteration Buildings in the Town of North Andover. !0&9 C l 3 and Construction of ��� y y p 000' PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION S TS ELECTRICAL INSPECTOR • C Rough ...... .. ............................... Service BU.ILDING. 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. � ORTfy Town o �� _ b ndover 0 K- - 0 ndover, Mass., ®2 �J awAo O `A ` E 1,. COC n ICHEwICK ADRATE D Pl? L 5 �SSACHUS� FOR EXCAVATION A ND FOUNDATION 0 THIS CERTIFIES THAT ....7.) ..i4 I� �s ........ ........................................... :. '..:............................... has permission to a cavate and pour f undation at t-.3 0-//� �ia /a y!/�V O 4D/e .... .......... ... .... .......... for the purpose of..... r0�� �..8 .1.. - SI'd�� ��� ............ .i..........-- ...................................... ..:...................... The person accepting this permit must return to the office of the Building Inspector a cer ified plot plan show of building thereon before Foundation will be inspected. ,O�C/,,' --455r%— 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. Es" FDA FECIA ......"I&A. ................. .........ti...................... M-1F.. 1-t;'.Ai`v1E F'Ex M11 $. BUILDING INSPECTOR --[ SPECIFICATIONS PRODUCT ACTION REQUEST o P .A.R. CODES DRAWING INDEX ACTION REQUESTED: RESPONSE: DESIGN CODES CGI GENERAL REOUIRENENFS IY1 1. Work performed Shull comply with the following: T Ul PARI 2-99026 DPARAT/PN99026 1.00 SPECIFICATIONS, SCHEDULES, & INDEX s Ttxx generd notes unless Otherwise noted on plurs our product DATE:2-lo-gg DATE ONSE 9 BASED ON C.A.B.O. BASIC BUILDING CODE 2.00 FOUNDATION PLANS CFS specifications. ACTION RCI]IIFSTED 1995 EDITION S. All applicable local and state coda,ordlnaaces and regulations. 1.ADJUST STRUCTURAL INFORMATION PER NEW ENGINEERING, �11..OADJJSIED STRUCTURAL INFORMATION PER NFW ENGINEERING. BASED ON B.O.CA BASIC BUILDING CODE 1996 EDITION 2,01 FINISHED BASEMENT PLAN C. In areas where the drawings do not address methoddogy,. 2 ADD PARTIAL PLANS FOR OPRONAL OL HEATING CONDITIONS PER ATTACHED SKETCH SHEETS EFFECTED-20D,201,4.00,4.01,5.00,5.01,5.05,5.06,5.07,704 8.00.&O.SIX 9.01,16.00,16.01 T the contractor shall be bound to perform in strict Compliance with 3.ADJUST PLANS®CHASE LOCATION AND PLANS PER PROVDED SKETCH 2.AM PARTIAL PIANS FOR OPFONAL OIL HEATING CONDITIONS PER ATT SNETCH BASED ON MASSACHUSSETS STATE BUILDING CODE 780 CMR 6th EDITION 3.00 FOUNDATION DETAILS cc manufacturers spec�catare and/or recommendations. 4.ADJUST KITCHENS&BATH/2 PER R ME. SHEETS EFFECTED-4.00,4.01, 800,&01,Ill 9.01,13.00,13.01,13.02,14.04 14.01,14.02 4.00 FIRST FLOOR PLAN •�r"y" a. 2 The general notes and typical details apply throughout me 5.ADJUST STAIRWAY FROM S-1'TO 3'-3'. 3.ADJUSTED PLANS 0 CHASE LOCATION AND PLANS PER PAONDB)SKETCH 4.01 SECOND FLOOR PLAN we C ri jab unless othrwise noted or shown. SHEETS EFFECTED-200,201,4.00,4.01,BOO,8.01,9.DU 9.01,13.01,13.02,14.01,14.02,16.00,16A1 rMi I Discrgmncies: The contractor shall compare and coordinate 4.ADJUSTED KITCHENS&BATT 12 PER ROLOIES O 5.00 ELEVATION #1 all drawings:when in Oce opinion of the contractor.a discrepancy SHEETS -FROM 4.01,6TO 7.01,14A0,14.01 BUILDING CODE ANALYSIS 5.01 ELEVATION #z a o exists he shell promptly report H to the Architect for proper adjustment 5.AUSTED STAIRWAY-FAOd 01, TO 3'-J•. before proceeding with the work. SHEETS EFFECTED-200,201,400,4.01,SOD,5.01,5.05,5.05,5.07,8.00,8.m,9.00,9.01,13.00, 5.02 ELEVATION #3 4� Ul 4. Omissions: In the event cedain leotura of the conctmctiao 13.01,1301,14.00,14.01,14.01,16.00,I6.QI are not Nil shown on the drawings,their Cor imctme shell he of USEGRO R R-4 0 the same character os nor Sang&conditions ttxd are shown ar noted. CONSTRUCTION CUSS: UtPROlEC1ED 5.03 ELEVATION #4 O a AT work is to be performed in a prolessimal mower and ,•y otic supplier vim standard practice CEM consistent with er endatarer', PAR 4 oaDss PAR 100055 HEC>HrBARFALAIRATION: 2 Scan MAMFIIAL BGT w FEET 5.04 ELEVATION #5 - NOT USED �-+ � and siypfrcr's recommended inctalafim procedures. DATE:03/24/00 DATL 0324/00 EML°�w RESCUE WINDOWS FROM SLEEPING ROOKS 5.05 ELEVATION #6 - NOT USED 6. Oimersions shall be read or colcukted and never scaled. ACTION RE ESTED R6P0 SE SIAL HAVE A MNMUM OF S7 SO.R. AI aimerxsi= are to the rough unless led redoth r All drawings 1. PROWOE BOTH LPI 20&26A SERfS,NIST LAYOUTS. 1. CHECKED FOR TRAP PR09LBAS-NOTED DWGS.TO BE FOR BOTH 20&26A SERIES GARAW�e� S LY: 1/2'GYPSUM BAWD OR 5/8'OW9A1 BOND 0 R&WRm-WALL 5.06 ELEVATION #7 - NOT USED _ are R 1'=4'-0'(1/a'=I'-0�unless rofea oUoruNu. SHEETS EFFECTED-800AGOA8.01,8.01kALL 8.01,ALTAO1A &CEUNG W/2D MN.GARAGE/HOUSE DOOR. 5.07 ELEVATION #8 - q - CONCR FOUNDATIONS Coxrele INIHNIOR STAIN PRETECT R (1)LAYER OF 1/2'Ow9Al BOARD TO ALL SURFACES IN ACCESSIBLE AREAS 1. The concrete properties shall be os folfows: - �- 6.00 REAR, LEFT & RIGHT ELEVATIONS , /� EEEM LVE LOAD ROOO. 4O PM 7,00 BUILDING SECTIONS N'rt Comp sue Min.aggregate ` .�J{] �9 �`-v / C- Hem al 26 do 251 Size �Lart4D 4 0 1 /3+ C/ jkeV� ` `�/A! OWL R00c: JS PSF(MIN.IOU COPoI) Footings 3000 1/2-1 4'(+/-11 V DEA.LOAD: FLOOR AREA 12 PSF 7.10 KITCHEN & BATH ELEVATIONS Slab oa 3000(INT) 1/2-1 4'(+/-1/21 DEAD LOAD ROOF: 17 PST(MUSSES) grade 350O(E%T)G4RAGE DECKS=40 PS' 6.00 FIRST FLOOR FRAMING PLANS Wans 3000 1/2-1 4'(+/-I/2' WIND LOAD=18 PST 2. Concrete work shag conform to .11 D requirements of ACI-316-89 /i ,r,�, I STAN,LOADS=40 PST 8.01 SECOND FLOOR FRAMING PLANS ane ACT 301-7Z Specifications;for s'uuctunol concrete fa holdings. !!! /°>< SNOW LOAD=35 9.00 CEDING FRAMING PLAN. /10 1 All remforcement,anchwholts,pipe sleeves and other inserts ,1m1 be posfti ely secured in pace before concrete is planed. 9.01 ROOF FRAMING - ELEVATION #1 4. Provide 95%backfill compact.,at 6'layers al all slobs - 164829 Sr./300= 549 S.F.REQUIRED and footings. Bell to be of oppraod mmel /'/ ATTICVENTRAnoN: 10.00 TYPICAL WALL SECTIONS 5. Reference foundation notes for reinforcement well joints. �� a/N�///�/ ! RBKE WENT= 48 LE K .085 FREE NEA/lF= 4.68 SF. 6. Tool edge foundation control joints and at slap to war jainis. ��/ 1 ©�/ i/✓ WT WNT= ID4LF.y .045 FREE AAEA/LF= 4.68 S.F. 11-00 STANDARD INTERIOR/EXTERIOR DETAILS 7. All alerior slob-on-grade concrete shall contain not less than 5L ^'� IDEA PRONDED= 816 SF. or mare than 7E air entrainment. 11.01 STANDARD DETAILS Foundation 11.02 STANDARD DETAILS O 1. Foolig dhall are Sown on the sections uNm otherwise r YIWMI1iN RNAW60FOPFN1Wfxs: GIA7ING Nn A value=205 11.03 STANDARD DETAILS undid,roosal shad bear i minimum of 12'below into original A undisturbed. FeFoci and a minimum a1 24' nee fiPA;Ci grade F Ertl R`e-=10 12.00 - STANDARD FIREPLACE DETAILS 36'-Fredrick Co.NO.&Horsham iowialup,PA;City of FredricM,ND; DOOPS. Enby R Value=14.91 42 Rhode Mond-.48"-Nass J. Where required,step footings to ratio of sone valla=1.59 13.00 BASEMENT MECHANICAL PLAN K�-1 2 horizontal to 1 vertical BAffRENT 2 Where conditions develop real changes m excc ations, SMNGHTS: R Vale=357 13.01 FIRST FLOOR MECHANICAL PLAN such changes shall be made a,do-a<led by the aeateanniaal Ergines. 13.02 SECOND FLOOR MECHANICAL PLAN 3. Sal investigation and report All earth work,compaction VOLUME CALCULATIONS: 10289 af. BA931B1f r1ABAlEAKINMLNr. anesupervision shelf be done per recommendations a1,ail 12604 a.f. Flews 0R FW6TROCRAEArWALLHt. 14.00 BASEMENT ELECTRICAL PLAN iiwasBgason nepa t. Concrete slab and faatkg cdc cations are based 'Owe c.f. SMR00R SEMORRA61RWALLNIF2SMSNWTFrW 14.01 FIRST FLOOR ELECTRICAL PLAN n2000 Pat volae. N he site lest borings indicate lesser values, 3818 c.f. CAl GNBAffI10 61y Architect so that necessary structural modifications can be made. nw CEL IOOF ROC 14.02 SECOND FLOOR ELECTRICAL PLAN Q'+ y CARP TOTA 44577 at 15.00 NOT USED 1umber 1.. AT joists,notion,and headers,hall be,unless omerdse 15.01 FLORIDA ROOM r noted,Hem-Fir 12 with the fdlesig minimam allstresses 16.00 OPTIONAL 3-CAR GARAGE SIDE LOAD and modulus of elasticity: A. Extreme fiber sheers: Fb=850 PSI(Repel member) 16.01 OPTIONAL 3-CAR GARAGE FRONT LOAD E-'t w B. Horizontal ahean Fr-7D I� ABBREVIATIONS r C. Compression Perpendicular to grain: Fc=405 251 - 0. Modulus of may be E=1,300,000 PSI 2. Hem-fir may be substituted,substituted species shah meet AB MOO BOLT U 4W. REF. WEER TO REFERENCE w exceed requirements noted.hove. AFF. MX AN@N FLOOR GAN. GALVAg1D1 RYE. RWEDRONGJEWMO �� W AM WAVE /011JOSTAO� DO10.1 GENERA CONTRACTOR REOb REDUCED �) SPF stud grade Drop<dies(2 x 4 a 2 x 6) All OAERA All ROM ,Cy Fb=676 psi Al AMbIW cop, 61PSM NO RANO Fv=70 psi MIX. ANCHOR GL CLUE LAM RQ AOJO OPENING* Fci=425 psi ADE R All Inc Fc=675 Psi ARCH ARCHITECNRA HDWR HARDWARE RRA ROUND �s E = 1,200,000 psi 0 AT HO.wq_ so KVO Sc SAW �b W000 ENGINEERED FRAIAED SYSTELLS � BOARD NGL HORRO �L (MABC �kf� HCQ HaW2tlNTA.tMI42OITALLT Truss diagrams show deign intent only. Tnoss manufacturer to OD0. BAtwG in NON 4nF SRIF r� verify a!Ispans,dimensans,pitches.etc.and submit shop IEffill N Ka Hon HEADER 90. MF Ries drawings pica to fabrication. ar6. B BOTTOM ONG HB HOSE 88 9M Still Floor Tr1�es SS STAINLESS SER MEG BEARK ID. N19DEE MAIM SLR S1EFL 1. Floor inAses:pre-engineered trusses. Floor tN59 OM BRIN NOL N Rdw SRUCr. STUCNRAL c j more/acture,to supply shop drawings and erection drawings.Shop drawings fi91R BASDEHT NAL NOIAlION SLOP. ybPENSIONfraS must be sealed by a professional engineer registered in the On. NRRO SW SOONG OASS 0078 g gumming juclion. OIL 9 CENTER �ANT LS INSIDE CORER 50AAq _ O�a�x p5 2. Floes Trusses shall be designedto limit deflection l0 480 a� .:5 U ULU, CONCRETE WMiY UNIT Jr.. ANT TB TOWEL BAR for live load and lar o dead load of 40 PSF+12 PSF. Rooms consisting CEL CdllN EE i S G TONGR APO WOW W different lengths me Se- of the Shoresk span shall govern. GONG CONDION RSL x29 FIR 9AAAE NO RS TOP Or FRAM SLAB the snorlesl span shod govern CONE. N1NOIIW 1P T EOAmxmON MNL ?i � ^'2 I-Jai31 CCNC WINNNWS IT WT. LNNTNf]fNi s 8 m1M3Y^¢ CCISIC ONST. WN511orm LL LIEF IN ,SRW REVISION TRACKING o �� 1. I-joist:Pre-engineered joists.I-joist-manufacturer to supply Q engineetng cakuatiaa seokd by a pMessiond en9n.ar,registered CO. CASED OENNIG LTRLWO. LAMY OR OR TplE y oi oi in the governing jurisdiction.Connections and dei 1s shor be as shown CANT. CANTILEVER yNN;;NN t: Met! o. plana. M �9n / CM ceWow mna CERAMIC TILE MAI MARRA MUSS Harm anERR1ff No.P 2-ON NOTES NO. DATE NOTES2. Floes 1=1st shall be d ell to limit delleetian la L 480fa love land CEM fa a dead load of 40 PSF+12 ASF. Rams cons'sling - CR CWR NNL V1F. Al HN ODD 00055 OAR4W0 LPI FIRMwz urEC of different lengths the deflection of the shonest span shall govern. MW MEDAL ODR9W OA98AY W WASHER the ell span sholl govern. D DRYER REO' MECHANICAL W/ NIH MIN. IOBIP.N Roof True, d PERMIT N.O. MASONY OR, '10. WOOD Ik1 DOUBLE WWF. WODCH WEE FABRIC 1. Raaf Trusses: Pre-Engineered busses. Roof trues ml engineer gi supply DIA DAETER MR, so OR W woo sl shop drawings and erection trawings sealed by a profesiar.l engineer ragislered OR p m in the 9meriiag junedalion.Connections and details shall be a show ON OAKRON N.I.C. ROT N CONTRACT HOW WlOW on plans. - DR, OCfR (NIS) NOT TO YALE ON 091 U90 D.C. G LTNIFA a'N TOG. DRAW 00 OPERATOR os DoommT OPIC OPENING 0 OR DEfAL OPT. wmOA m - CSB. OPTED SAAB)BOARD EA EACH CEL OUNCEDRAwN BY: Ed E7pAN9W JON'S E1R ONE RCD POC,INC on ELEV. ELECTRICAL Ih 91EIF .ATE 1040EON E0. EOAL PC PAST l REV.N�__DATE _-. EXT. DMOR T PBD. PLATE eaAR AXKId�lCt7lA?3 RXllrlQ`S OOD�I�B W. EDPAN9W R RATE EL EACH DR PPio PAN1 )W717aw 7161 995rrZZIF IX2 • FIC H001=9 C w R, NEFA RICAro 6fGCY/0 Rtx2f 7781 2-CCM t7OX /297 a' PR PARFLOOR .S9/ENT /191 r JOB NUMBER F9 POLAIDS/R2 Lt all,Aw 9%, 654 FEIN. OIII4RNN PSL POK05 f4A 90tH GR9AGr 4/0 . - � P�ho R1 PRESSURE PLATED TOTAL 4045 ILN/ 1 Al2D4TB FAY FRAME DAD. O'JURPIE BATS x FT. FOOT/FECI r 4R7 470 SHEET NUMBER i FIG FWAIs TOTiiI 44,A5 z 1 B/37/94 AlBF 5P-GBODWG rev OS/OS/ © COPYRIGHT 1999 Pulte Home Corporation . 0 9`31/2' 10'-10 112° ALL LA560 OPENIN65 SHALL HAVE SAME LA5MI6 HT5 AS OPEWG W/DOOR5 Q PROVIDE 310 WINDOW'H7 2nb 16"OL.51UD WALL � P OPT.DAYLIGM LOND. E ALL WALLS SHALL 0E:%4 UNLESS N07E0 OTHERWISE 3050`JI 6/0 5G0 510. {Q{p 3050 SN ALL let ELF.WItODW 4DR5 P 94"AFF.UN 0. .F--1 a 2852 DH OPT.6 0 ATRIUM OR. 2852 DH - SET ALL BSMT.IYIN20N5 H OR5 P 82 518°AF.S.LAID. —_—— ——— —— — — — REFERENCE CORNICE OETAR.5 FOR 7,d FLR.WINDOW = C. .. HEADER HEIGHTS O _ 2 �3( _ _ a (2 J•2 SE E£ -'� (2{JT(E{5/P E 12f aV,�,I P EE I THIN SET ALL LERTILE OVER 5/6°UN7ERLAYMENT = r'q Q ALL WIPPOW5 5HA.L BE TRIMMED PER 5PE6IF.LEVEL z o I I ... :.'.' 55T ALL TUBS ON 90'FELT .. ... -' PROVIDE MIh'UMUM OF 4°RETURNS P ALL OPENILGS ZR 0 OFT.REC ROOM OPT. DY 24'PERI6IETER INSULATION- .-.I- I ow ALLAN6LED WALLS P 45 DEGREES U.N.O. O RETURN MIN.10 AT 510E WALL5 I ENTRANCE SHALL VE EX5 W/ x TRIM @BRICK _ Qy ENTRANCE SNAIL HAVE EXTEND JAMBS. ALL BRICK 5URROUND5 5HALL PROJECT I° PART.FOUNDATION PIAN A OPT.WALK-OUT GOND. F SCALE=1/4°•1'-0" 5i_On _ I l l 22'-31/2• II I = II I a 16',4" NOTE LOCATION OF OPT.—�I REF'SM,15.01 FOR ADDITIONAL _ INFORMATION FOq FLOROA I I 6 X 6 POST I OPT.REAR FLORIDA I I --- ON PERj7 I =`REF.OTA..0-11.03 {, 0P T,PEFLnsr BUlK11EA0 w/ OPT.40'M.O.IN FOUNPATION WALL REF.A-3.00 FOR PTL. W- 1-112— O o i 122 (2{1 3/4'1Mill- 1BULK YL W/I I —— ———— __ -— ——————— I —— - — —————— -——� \ \ - Vim•+ 0 10 —————� l'-10n10"PFOIMYI.WALL CN - C OURED CONI. q~t° U I' s 1Q(q I q° TF.w 16"X 10 CORK.FOOTING _ T.OSLAB I I_ ' • I UNFINMED j I _ L I eA ENT = = I om a m J I m o zi w 5'-6• 3'-9" 0" 6`0n SUMP PUMP •- �- '0%II GSA AOJ$TL 3"0 X 11 A ADJ STL 3 12"0 AOJ 5TL T'-10" VERIFY .I . ON A '%30"X12 CONI FTG OR 6 x P05T ON A CIX.( DOE.4010N TFW LOCATION I r 2'0 J Z. ti w a 70'%3O"I X LOLL FTG 38"X38" 2 CONI FTG AM POCKET W/'4 REB 5 P I2"O.L. REF:K-3.00 KPI (2)2 X 12 (212%It (2)2 X 12 4K (212 X 12 (312%2 (212 X IT - ® 6A SLAB _ J 5LEEVk - ---- FZ 1 a m BEAM POCKET 1174K 9K 9K - 121 14K REF: rl K-3.00 ' i7 r LSI r_ —— 1_ —— — 3°011 GA ADJ 5TL OPT.B3 w -y_-_____'.f N N I \ I I �, COL OR 6 X 6 POST, ROUGH-Iu OPT. L J I IF - ON 24°X 24'X 12' REF.5M 2.01 1''6° 5'-I" II'.7" I Lau FTG I .PART.FOUNDATION PIAN5' ` 12'2 X 4 ON A 6°I°WI Oh'E ZONE SYSTEM, 10'7•W/O6E ZO SYSTEM. ���p/A - �y F a c 24'X24 X12 /���� I 61 OPT.(MASONRY FIIICf'LkCE� I 6�1'W/OAE ZONES M. 10'-7' /DOE ZONE SYSTEM. u I 4 m (ANL FTG 3�.1n 1_a 3(t GAVAGE o 6 OPE s SCALE�I/4"�I'-On �g RAKEWALL H UNEXCAVATED I A I F5�� m OPT OPEN RAILING 71-10" TF.W. CONTROL FILL OF T.SUNROOM LOCATION I 0° 2'-8 1/2' 3 ' 3'-11" I2'-8 112 O° 1 la'./ 90(11 = n 0" y mn� Up � aoa _ I L 14R b _��f(BER M 9i�� U VAIGIJ ; a —— ------------------� TROL FILL Ivi3 �� N __ 30 w7-a P SPECIAL I I CRETE SLAB W/ P BRICK I I I I FIBER MESH�� I I/ LOT COW. GAR.SLAB e IL--- -- ---- 4. rm -- ----__ I PROVIDE DRAIN TILE AROVND A ORAAN BY: -" PERIMETE�OF FOUNDATION Tm F P� aj A5 RFD 0 AT AoPROVEO 3al 20'-0" _ OatE: 1279P �. �' GEOTECHNICAL REPORT. I''9" 16''6° I'9" o REV No. DALE 34'.0' 20-0" 2-1009 • 54'-0° PMT.FOUNDATION PIAN 0 OPT.SIDE CAR ENTRY Ir SCALE:114"=0-0 JOB NUNBER 51204 FOUNDATION PLAN N_. L� �/' seuo_ i^ �EaNUMBER R SCALE 1/4°;1'-0" 2.00 BOSTON Y © COPYRIGHT 1999 Pulte Home Corporation or _ O � CD •y 2'2X10 W/ 12)1,12j59 EE. 0 P (7)13/4"x 9 11'2'LVL W! �-+ ^' Ilm LINE OF CPT. 1211+(2)50 EE. 0 {21 1936 LSMT-SET BOXED WND o ppT _L44"AFF. 6/0 56V STD. o �H BO%BAV L 0 ______� 00 OPT.6/O ATRIUM 000 ALL CASED OPENINGS 51ALL wi.HAVESAMECA51N6 H15 A5 OPf.W6 W/00015 o I X IALL WALL5 5HALL BE 2 A 4 UNLESS NOTED OTHFRW'15E -IZ'W AOOER ALL Isl FLR.WINDOW HORS a 94"A.F.F.UND. GO I A REF _SET ALL 89MT.WINOOWS HORS 6 82 5/6"AF.5.U.N.O. n V 1B'7.10 NEEWALL a 32REFERENCE fARNILE DETAILS FOR&M FLR.WINDOW I KI I WIZEN REF.E(II.OIHEAPGR HE*T5THIN561ALL CER.TLE OVER 5/8"UNPERLAYAIENiALL WINDOWS 5HALL BE TRIMMEO PER SPELIF.LEVEL ,I, BREAKFAST � N � 0 SET ALL NBS ON 90'FELT 3 a OPT,42MJ50MRY ^� f1rPROVIDE MINUMIIM OF 4"RETURN50 ALL OPENINGS 72''%36"15LAA FIREPLACE REF.5HT.1200 _FOR ADDITIONAL INFORMATIONALL ANGED WALL5 8 45 D'cGREES UN0- - 3 - OENTRANCE DOORS 6 WIWOV15 W/I X TRIM 6 BRICK V.O" 110 ' ° " 2-10 3'-I" -CONDITIONS SHALL HAVE EXTEND JAMBS. 0 ALL BRICK 5URROUNP55HALL PROJECT P /o REF fl w r FINNOTE (5)12 —"'5HLV5Z-2%10 - z FAMILY RM2 Y,12 W/ - 1/2"PLYWD FILLER 54'-0" 0'0"=START OF GRID OPT.GOURMET KITCHEN SCALE OPT.MASONRY 2P-8 I/2" 19'-8 I!2' FIREPLACE - 0'_2° ' '�. 'f°- IO 1/2` 3L3" 3`3" 3i.3e 5'-1 112° SCALE.1/4"=I'-0' . REF;$HT.15.01FORAODINAI- 25"4° I INFORMATIONTIO FOR 'K I I CPT.REAR FLORIDA RO LOCATION OF OPT. FLORIDA I I I , S .DECK z'..., m'-'X Iz"-0' • EF.0111.0 FOR DETAIL Cf i FAMILY RM � 2"4" WWW R. � I o � /••El6 _ � - SAFE 6LA55 " r Z-Z%10 M eE -ii@pss P I I IID (2)J+12150 Ef. J B 12113/4"%91/2'LVL W/ ^ ^' FLU SHI)SO W/ <tqy Im I LINE OPT lm _(2j..'1215 B.EE z t 2! F a/ 1936 _ i SET / _e 20 M N O 12)1.1150 EE.l@ �) IBOXE WAD /05SP5TP. 1 vs s (4)360 SH i�' OPT - LL 44°AFFT o a �4 J zap`. 'BAT mr e/n ra mnnnRg r 4)8520H- Z-4" 1/2" 30509�17�WIN 1PN. O .'Y , I 10 CONT.W/ 22x10 W/ 0 0 X ' 11)1 X13150 EE. r - ' >- (2)J,(2150 EE.W!TWIN WND III 4)� �+12'•WDLL LAOPER ABOvE '� h I REF.N/11.012-I(2)d%( I/2"LVL W/BAY FL./109 _12)J+12)5 fi E.E.0 OPT.BAY O KNEEW0.LL 6 32AFFREF.E/11.01 a f �� PART.PLM A OPT.ONE ZONE NEAT SYSTEM PLAN � �°` 60"x 3a"1sL BREAKFAST _ a _ _�/ •-� DINING I STD 42'DIRECT VENT FIREPLACE N SCALE I/4'=I"0" 3`0° KLtCHEN v _ OP7.MA50NRY FIREPLACE �.'_ _ �.y s "P REF.11 17.00 �• _ l t m 3'B' - 0'.3"; e" z-1o' a z'-1 3 u2 Y FAMILY RM _ ^ o` _ 7.10 I 1 2 -- 2'-0 !' REF D Izl z x 1 ! 1 106 _ •. 108 PLYWD FIL ER - - B°.B"WD CAL 15112" ey SHLVS \ - o Z-I 3/4°%II 7/8"LVL W/REF.N/I 1.01 ' 10 _ - _- - 2/0 \ 2 J+Z 50 EE. P 1N6 WALL(zl +I21stIC.E. 2(o a J1ti11------- _ �� Qa ' 1 _ --- _! 076 C.O.n. 10T BEARING WALL m = O.g � ;6 tr 12°WALL LADDER n;" _ _ �. m REF.N/11.01 D' 2J4W'/ .I '-61i2 3'-° 12" ?/B ABOVE 0 K Z/4 2 2/B ^e n pig Wl 1/2' 20.1."++ _ 20 MIN. _ FR WALL 4� Z. OO - I� _7n 3`1" II�.Bn 3PNL5;l115 ° 15 6m Illu' LIVING (3)13/4"X16"LVL (3)1 "L - ---_--_-_--_-_-_—OyBRAL- GE a'IIPROVRA >_ FOYER- DE 5/ D6YP. L WALLS .$ai�Y3 2 5TOR'� = PROVIDE 5/8"RATED 6YP 8D.ALL WALLS jz PROVIDE R-30 BATT I TION,W/ ) _ I g w z i 4n OPT.12' LASE, PROVIDE R-30 BATT INSULATION,W7 T/I6 050 TER IV - li w ^ 12"WALL LADDER-�'-1 I 7(16 OSB 6 I LAYER OF - 5/8"6 BOAR LLG. - r /2' REF.SET N/I Y I PN L I PAL 10,141. 5/0"5YP5UM BOARD 0 CL6. 13 _ o OPT.5UNROOM LOCATION - 22%30"ATTIC 77�� .ELEVS REF.ELEV5 RF°F.ELEV5' REF.ELEV5 REF ELEV5 I ACX55 PANEL 20 MIN. J$ I m . P CA e = OPT.2/6 LONG. TOOP REF, E 9LITE DOOR-- - ¢ _ 3 e m "v+ 13'61/2" B B'-2° ` II'-0112" - (2 .IOW/ (22xi0 / DRAWN BY: (2)J+ -15.1'0, 1211•1 2)5?Xi p E. AND.Hm a 71,0"A11. F9CJNC GARAGE DOCK -- R = DAR: IRS9B 54'-0" ` 20'-0°1 IB'-0/Z' A REF.ELEV5 I'-II 1/2' 2852 DH 2852 DH REV Na PATE 3050 5H 14'-10' 3050 5H SLpw 21069 REF ELEV. REF.ELEV. REF.ELEV. REF.ELEV. REF.ELEV. REF.ELEV. I-II I/2" I6'-1" • 34"0" \ 20''0" Jtffi NUMBER , 0 54'' 'd'=START OF GRID 0' a 0'0'z 51ART OF GRID PART.PLAN 0 OPT.SIDE DRY 5 120 4� C1204FPIR NOTES ` _ SCALE 1'0' I.REF.ELEVATIONS FOR PROJECTED FOYERS - -- --- - _-- -� S SHEET NUMBER B STOOP CONDITION Z.REF.TYPICAL WALL SECTION SHEET FCTE R FIRST FLOOR PLAN - --S'.G�C . �o - GENERAL NO4.00 3.REF.FLOOR 6 ROOF FRAMING FOR SCALE d/4"=1'-0" a 'K PROJECTED FRONT BOSTON 0 COPYRIGHT 1999 Pulte Home Corporation oP y �N —4 N ALL 6 A5EP OM49465 SHALL I �r HAVE SANE CASING HT5 AS OPEN'6 11/000135 - ,Y ALL WALLS SHALL BE 2 X 4 UNLE55 NOTED OTHERWISE 3 ALL 10 FLP WADOW HORS 194"AFF,U110. [J, SET ALL 05MT.WINDOWS WR5 @ 82 518"U.S.UNA. _? REFERENCE CORNICE DETAILS FOR 2nd PLR.WINDOW r" HEADER HEIGHTS + THIN SET ALL CER.TM.E OVER 5/8"UNDERLAYM0ENT - � � ALL WINOMS SWILLBE TRIMMED PER 5PE0F,LEVEL ELT SET ALL TUBS ON 90'Fr�4 a Uf PROVIDE MINUMUM OF 4"REiURN5 @ ALL OPENRJ65 O O .ALL ANGLED WALLS @ OE5RPE5 UNA. ENTRANCE DOORS B WININ DOWS W(I X TRIM BBRICK - W CONDI11IN45 SHALL HAVE E%1EW JAM05. ALL BRICK 5JRROUN05 SHALL PROJECT I" FINI:OTE b 54'-0" 0'0'=START OF ORIO 13'-81/2" 2'-1" 5'-0° 13'-4" IW-B /2" 32'4" 8'-B/t" 6L2x 9'-0' 3'.3n 3i.3. 01" 54'.On 47'10" 6 2'-101/2° — Jpp 25'-8' 22'-7" Tm i 20 6 ON TWIN / UAL 2-ZXIO W/ - - 3050 5 TWIN W/SAF¢TT GLASS �2 (3)30 0 SH 2852 H i SET SILL P 29" I3)2552 5H 2-2X10 W; 1/21,PLYWO FILLER W/ 3x X 6'TUB ) (2)J xI2)SP EE. 2/6 OIL = ,I �` 11A1 l I - 2000E BDRM 3 F c I Fr-_4 7.10 H 110 214 _ W _DRESSING 1 I 1 BATH#2 F'I pip a W E-+ " Y BLI ! MSTR SUITE11 I ® ` )5)16" - S OPT.TRAY 6L6. I I - ®` DRYER TO RIGHL. OPT /0OR '�90047�_L 2/0 {5)16 r AK24 Y 2 1 1 REF.01 1.01 i'b" 2'-0' - 0 z= OF WPS}ER:� 2 2x1 / - 2/4 I I E~ 'o OftAIN PAN JxI2)$@ m I ro.. JR1 IR/15 DELETE LINEN 2 ZrilOW 27I7W f. BE L 2 I --------------- .I L �IIY ;I 3''6" .DOOR (21J+I?)15 PEE. I2IJ•2/SB 4'9 921/2" P OPT (2 2X10 W/ �*� ! __ y Eo J'I2ISB E.E. e % OPT7YY� _ `^P'RNEL9tlM.i.`-OPF.OPEN RAILING• - ------------------' bIACCE5g .G 7REF.E/11.01 IXIOW/ ��2/4 - r m ,41 0n a " y 6 3'�AFF JR i5 CABINET - '- m 213/25 2/0 Z/8 210 aL 2 ——=2R/15 —_—_ ,. PART.SECOND FLOOR PLAN W/� m BDRM#2 o BDRM#4 r OPT.OIL HEATING GOND. �% fDYER " a - 0 o ` SCALE'X114"=0-19" oPEN?o BElow 7'� g q a 3W H n 1 o FEF.EL REF.ELEVS B REF.ELEVS REF,ELEVS REF.ELEVSly 54'011 40'-2 13'-6 12" 34'-31/2' 1 19'-81/2° ya ( 54'.0. b 0'0=START OF GRID 59 DRAYN BY: NOTE )j' PDWNG N I.REF.ELEVATIONS FOR PROJECTEO FOTER5 0 ` 1 B 5T OF COWITION5. _ DATE 1120 ` 1Y Z.REF.TYPICAL WALL SECTION SHEET FOR - REV Na DALE ` 6E RAL NOTES. 3.REF.FLOOR d ROOF FRAMING FOR &16� PROJECTED FRONTS. 1 i m , Jm nuusER C12D4FP2AR SECOND FLOOR PLAN / � _ /c � SHEET WBCR Er SCALE I/4"=1'-0" 4.01 BOSTON COPYRIGHT 1999 Pulte Home Corporation Y (L r eLL U �I FAL5E'VENT RIDGEVENT _ 0 FALSE VENT 24"EACH EHA � I 1 I 1 I I I COmPO5RKIN 51,11,16-51,11,151,11,16-155I I 12 I � �✓ 1 I REF PROOUCT 5PEC5 I I I I IDI / OPT.DOXE60JT RAKE .k I I I 1 •"~ F4 B ICAO I 1 i1.W o FTPON 57 6'TRI. 5101NG-REP PRODUCT 5PE65 - I1IN1 �� ', 1I b°TR6M 61 11A0 1L00 FYPON%60RT 18X24 ` W/4 TRIM I4'X 60"PANEL SNVTTERS -CRICKET 3'SILL 4'SILL ITYP.I SIDNJG FYPON'057K779 CS FTPON PILASTER'050 8 FLUTED nil 3L BRICK JACKARCH Y/BRICKKEYSTNE OPTIONAL BRICK 51DWG REF PRODUCT SPECS R�F PRODUCT 5PE65 4"TRI � F EF FlZOT SPECS.&SPLASH BLOCK -6 TRIM DPT.LIGHT ��I����I � i �� u} o Y d"TRUd �II II II �II FF 2� DOWNSPOUT d . BLOCK 11A0 = REF.PROP.SPECS. SIDItiG � L�� 71 IF _ 14"%i2L'PANEL 5H'JTTERS ROWLOCK SILL -<"SILL IF 11 II F II 11 jzDOWNSPOUT d SPLASH BLOCK r 4'SILL ITYP.) ` — REF.PROD,5PEL5. II I�II II II II 6"SILL o F C3� °"" PART.ELEVATION SIDELOAD GARAGE FRONT ELEVATION 31SIDINGI�' � - _ � Q SCALE:1/4", 0.G.TRIm SCALE'/4'+I'1 �C�DP,LT BEDROOM!4, UPPER BEDROOM '2 _ (212%IOW/ 101 FOYER (zl z x m w/ 101 - �-' m 112°PUVA FILLER W! {2) 3/4"% 718"L- 112"PLYWO FILLER W/ (7)J+(2)58 BE, 103 W'/I312X 4012, (2)J+12)58 EE.- EXTEND LASING TO TOP ® - r 2852 OH i IN , 100 (212 X 10 W/ 0 1852 DI! MJ - 012)J�(2)5BEE. r OF CAPITAL 3050 SH k: - I 3050 SH IN GARAG 5'-6 1/2" ----- -_ -----�j 2B'-6 11' UINE A E- t 1212% W( 121 i x 10 w/ `.. 4"DPT.BRICK - IOP.BRICK OF OPT BRICK2852ON3 mUI.LNJN 56 111 5'-3" 6''0' 3050 5H v L -- -_-- --J - OGEE 10-9 229 34-3 I l.-� 1 X 4`LA?W/ IOL-9 I/21x'.0° 2052194 2852 DH /�(T /CROWNM OLD+ 3a'-31/2" J 3050 5N 14'-I O°3050 5H 20'0 � @',l\ REF: 101 IZL'L DER 1 __ 0101-5TART OF GRID _ o'o°=START OF GR10 / I PARTIAL SECOND_FLOOR PIANON _ 5CALE:IN'•I'-0'L _ . cASN>G FAB LIBRARY LIVING _ FOYER LNAIR RAIL ®© (2)2 X 10 W/ 1212%10.W! m Its/'• (210+-(2)5 E.E.E. _ IT)J+ a 1 I ,/ r C COLEMAN 286E N--- 1 J+1 It, ke . a Z667W t4--- @' A BASE- 1 3066 SH?IN ( - ---_--- -- I 30605H IN >��� / � L-- -J (� INT.TRIM ELEV3 3'OPT I TRANSOM. s=� y✓ / ---- -- 6OPr.I TRANSOM. -LINE OF OPT BRICK }. A1 SCALE II4"=I'-0" 81 X 42"F A DRm 6 GARAGE � � 4"OPT.BRICK 4°OPT 6RILK 4'OPT.BRICK j -- \ - I6'"7'GARAGE DOOR 54'-0" —122X12N zJ T7)58EE. _J --{ o �> 5'"3" 5.3n 6''0' 6'-0" 5'-9" 5''B" �o �d Ni _tic IA-111, 30L-6'' 54'-0°16'-I" "-I 1112 10'-6° 17,o.. II'-6`' 20'"0" I 34'1 _ .. 12 1 NOTE: - 10 I 14"1" ALL WIN90ARE W PROJECTION5 BRICK CK CH f- - 010'-=STMT OF GRID- _-.� OF NE WALLFACS. Ed __—_ 8 KEYSTONE PARTUIL FIRST FLOOR PLAN II 4"BRICK LEDu'5 W/ ALL BRICK BEI-15.ROWL06K . "' -- S - I —————— OPT .BRICK VENEER(TTP) SILLS.AAO BRICK JACK- IL ACK- _ 5LALE 1/4'"='I'-Or__ ._ ——— __— P%HE55HALL BE OF o a SIDING-REF m Q ACCENT BRICK. w PRODUCT SPECS _ _ I --------------� I r--------------- ALL ENTRY ODOR JAMES -- ---- 1_ M I 100- 15HALL HAVE EXTF.RWiFII DRAbI.'BT: RO'WLOCK BILL LL------ -------J IIDRICK AMBS BS P=N0 PROVIDEMTNEER.�KG o DAIS: IO$WB ABOVE A CAPITALS. a 4C BRICK JALKARLN I 1 LINE OF-PRECA57 OOOR58 CAPITALS. RFV Na. DAIP ' 44 BKEYSTONE I STO AALR = - d KEYSTONE I _ W! �� I I 5100P LOCATION �® CAPRN_8 PILASTER Y I I I I 210 o OPT.LIGHT rrrrrr r REF.51C11W LONi1. m I I PROVIDE ORAIW TILE rJ4gNJ0 REF:TYPICrf.WALL SECTION SNr a C0 fOR AOOITID:JAL o BRICK m0UL0 r Q® So INFORM �� FOUAOATIONNS i [-1- _ RGitOCK BILL ASRIEG eR OF PPROVE 10N ,Io-O n'uuem A5 RED D AT APFROVFD _TRIM 51. r J 6EOTELINILAL RFPORF. BRICK VENEER 'SL _ REFS FLOOR PLANS 11�� 4"DPI.BRICK 121'6" Alit 511T..11.00 8 I 1.01 FOR 2 0 4 1urER1OR m a D7204EL03 L 1 IWFaRmnnoN - SHE[ NuuDER 20'.0° 34'-0° 5.02 ` SCA1E:I 11-0'1 '�`7 0 r PARTIAL FOUNDATION PIAN " BOSTON ' _ SCALE:I/4e'xI'-D° © CCPYRIGHi 1999 Pulte Home Corporation gr H:\Share\Singles\1999 PLANS\BDETONPLANS49 Ki I Is tone\99MILL-OAK-HOP\01204ELBA.Deg Tue Apr 20 08:48.56 1999 CupyrigNt 1998-Pulte Home Corporation 22 j - R G ' m R p� Z �C F -_-_ I III I II l I II I II I II µ--------- I II i• "r ----- _-_ ---_---- / s __ _ � 6 4 I II / e N se ag § r off.. 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DAND R GRfflTH5 ¶ Pulte �/g�y ye y-�/g co T7F HAt H6E DO UVOR%2E NmP AFD OR PPe01D BY V,A0 HAi � L U l�� 911 d—A�.Aa1%l ie E2 t a 1 AN A DULY UOO 0CRlSFD NIWIECi Up hE U'8 Cf 71E FDLDMNG y..m.awJdar - m6DD9 MILLSTONE — 1999 DELAWARE 6189 RHODE ISLAND 2354 C m MARYLAND 7745-R MASSACHUSSETTS 9857 �j R fl ��7�_�� 2100 Reston Parkway, Suite 450 NEW JERSEY A044177 VIRGINIA INA ALT. MASTER BATH ��'��'j� v�7- Re s'taz a VA 22091 S. 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Z. €�i2-KiBAIIiSVLATE WALLS �INSULATION 9 W/OPT.FIN.OPT.FINISHED EB,. I BASEMENT I I I 2 "HT ti T.0_LONG SLAB FOR SND WALL FOR STUD WALL 6 WALKOUT CONDITION P W'ALKOU!CON21TMI0- E E E " 14m lam oNAMW Bv: Zti wcylc. zl b_ �\ry�'E� ry�p� OAIE:1/B� / A [_n__�WIWI ONH REV Fo. DATE 21089 JOB NUWBER 51204 ? E1204SEC sn!>_r nuEea • 7.00 BOSTON © COPYRIGHT 1999 Pulte Home Corp—ticn OF Tx-vaalwolcaalvos9 LPI J❑IST HOLE CHART o ,{ ' -.OmD,I TxdIJYAO.T90 9 2 - - o0 00 FLOOR FRAMING NOT zaz <z z - - 'M z(zSw (y LVL w/ i22XXla / B EF. I2 J+2ISB EE. 5 B EE. z 1''4" W .R (2)J r?' -4 N Q ' Z .00 �.., WOOD BEAM.SEE L0L&COL.LAP ro - SLI PLAN FOR SIZE �I 7r a u 11 11 11 11 1 11 -7/e" Jots _ _ _ _ TV N N .n o P O 42"0 .MA% -- - a w FIRST FRAMING PLAN @ WALK-OUT-GOND: A _ SCALE I/4"=I"0" COLUMN LAP-SIMPSON � � � 665/4-6 OR EOUAL 2'1/2°/LAG SCTEWS y / 0'-0' START LAYOUT _ �=•� CD DJ FROM HERE HPTi WOOD 60L KN.SEE - - M'-�-•4 N �' IF 1� �1OPT.REAR DINING RM BAY — PLAN FOR SRE. - N OPT.REAR DINING RIM BAY/ �' ——>1oil016, Imow TAnque TOM Na.atom '�••771 122 I YNA MUA9 JIJAO OD rA SECTION B WOBEAM ON MOP COLUMN MATZY2 AOOJ9 ARAVAJIT N 8.00 3/4"- 1'-0- 11/8"0513 RMA W. 2 ALL SIDES .0 11 /H"LP 1 .O50 .00 (2 3/4"%7 I/°IVC - - - QOPT.BUL RIM BOARD(Trp.) _ 8.00 5 1/2' _ In Y II-7 "I-JC 575 -{'A1 {A €• Q< $ m 19.2 L.M• q "yo REF. /8.00 OR WX 0 CO] 671 0 .00F11,511.L 60111611 1q' rcE'id8`OS.+j%a Tn /� _( 2XI _ 2x L _ i `�'i o i BL a o.m 119 STAIR OF£NIN (2) '. 121 to}. -;A) • 22X12 _.' 1 -��w'z'�� w b-+-4 �Z AOJU5T A5 f�QUIREO FOR d ONE ZONE HEATING SYSTEM OPT.MASONRY FP ^ a I~ �-4 " -10" 3'- Id' Ix SCALE:114'=I'40 r' 4 MATERIAL LIST PAW 8.00 O - - IP B°h ISTS 66G NOTES � FLOOR FRAIAING NOT _ 6'-0 II/B"LP.O -� I SNOwN PoR CLARITY _ �� RIM BOARD ALL SIDES ELEV 112&4 � u ` WOOD BEAM.SEE = ou6 PLAN FOR 51ZE e 8u = e I/2° �U E2 M�� _ SIP o m _a II- 8"I- I5T51 11 11 11 11 �I 11 ` _ a �7 B 1 2 O.L.MAX 1/4"5TEEL"L"BRACKET E�: 2-I/2°1 LAG SCREWS STEEL COLUMN.SEE _ PLAN FOR 51ZE. ELEV-3&B `FIRST FLOOR FRAMING PLAN­ ,- n SECTION BVlOOO BEAM ON STEEL COLUMN 8.00 3/4" = 1'-0- SCALE 1/4­1`0' '-O"SCALE=I/4°-4'-0° 11 7/8 i LPI 5ER1-E5 20-OR 26A @ 19.2 O.G ( U N.O.) e DRA1 HY: PDCaC mI-1/B'OSB RIM JOIST-FASTEN TO EACH 1-1/B'OSB RIM JOIST ONLY 1-1/2'OSE RIP.JOIST.ME 1-1/9'OSB REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE I-MIST BY NAILING THROUGH VED JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB E.4 SQUASH BLOCK CUT 1/I6'TALLER THAN THE fASTEN]MG SCHE➢ULE 1 TO 1 PLY FLUSH LVL BEAM(SEE _ DAIE. 12R'R3 FLOOR JOIST USI 1-10C NAIL PER FLANGE pN END WALL-IF TOTAL SQUASH BLUE 2 4'o/c-IF EACH FLANGE W/10d NAILS 2 6'o/c STAGGERED WITH 2-ROWS Ed AT 6'1/1 INTO Fl-LEN BLOCK WITH 2-RDWS BU AT 6'a/1 IMO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLOOR 2 OR 3 PLY BEAM 1W-3 ROWS E I—,EACH DETAIL B FOR FASTENING SCHEDULE) flEV No. DAT[ • i L. IS LESS THAN 650 ELF TOTAL LOAD IS MORE THAN INTERIOR BEARING WALLS SIVE STAGGERED B PLF 3/4'OR T/B'USE NOTES USE WEB FILLERS 6 VEB 4 PLY BEAM UNLYU/2'BOLTS+FENDERVASHERS 3/4'DR 7/H' SUBFLVUSE2...41' NOTE:USE WEB STIFFENERS o0PAS 69)2A/BO STIFFENERS IF REQUIRED HY OSB SUBFLOOR� 3/4'OR J/B'OSB 3/4.OR 7/8'OSB BOTH SIDES-2 ROWS a 24'a/c IF REQUIRED BY THE HANGER SUHFLBCB2� SUBFLOORi THE HANGER MANUFACTURER 3/4.OR Ri OSB MANUFACTURER SUBFLOOR� STAGGERED JOB NUNHOR 16' 16' J.'A ' - ° MAX. MAX X, gA TO 4 PLY _ G1204LP11R 7241'MIN. MAX. VL BEAM SHEET NUMBER NOTES USE WEH NT.STIFFENERS IF RIM JOIST DEPTH SA.E USE CONTINUOUS m NOTED ON LAYOUT AS FLOOR JOIST DEPTH4 FILLE BOCK 2xB FILLER BLK. c /,.00 , NOT[ USE SDUASH BLOCKS IF BRG.WALL ABOVE I8 LL NOTE:USE FOR JOIST 16'DEEP DR LOSS NOTE.USE FOR JOIST 16'DEEP DR LESS NOTE USE FOR JOIST l6'DEEP OR LESS AT ALL BRG.SERIES 26 L 30 WHERE HANGERS NOTE USE DBLSQUASH BLOCKS WALLS 6 BEAMS UNREINFORCFD CANT. ARE USED ONLY IF NOTED ON LAYOUT NGTE:USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT 1-JOIST HANGER SHOWN 1. RIM J❑IST—BAND 2. RIM J❑IST—ENDWALL l RIM J❑IST—ENDWALL 4. REINFORCED CANT. 5• DOUBLEI—J❑IST 6. DBL• I—J❑IST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9• FLUSH LVL BEAMBOSTON C COPYRIGHT 1999 Pulte Home C ration 01 r y LPI JOIST HOLE CHART 0 1 4� wQ� �zZz ��Zz w • TAR7 FRAMING ami O FROM :�cq 2.2RI0 zzZzz Zp 0TO v1 i. m b. b 2^+ A aT hi' 109 o (211 3/4"X 9 I/2"LVL W/ 8,01 z-zxlo W! 2-X10 W/ 1212 x m cover.w/ n a -/e"LP.OSB RIM W. n, 121J t(2159 EE\:, (21J+f2f 5B EE, 121J+12)5 B 6E. (11J+13)50 EE. g, .. 2 III L"`� S>zr - - ? r> fy W �n a+ p�m � ��d n � m m m •� p, 2-3/4" 9 1/2 LVL BAY Ei o (21 12) B E. B OP 6AY in (f 17 01/2' 3'-3' '!93/ h3/ '.` - 7'-4 /8° w v?n Sn Sn n 20 in �H II-7/°LPI A T 19. O.L. X, a N s` Zu II a2 {R}. {R}. mi IV 1� CLt 19 MEM CZESIZ IR RING All DOVE _ '- .. F 2 a a a J T5 T BE 51 TO 5 POR 103 w/ 2" 0 1 m a a 01T AL L L NA 90 JrT V 0 (S) 1 L 8. & `° 13/4'Slil!!IIIII EM X I B"LV (( ^ a ^ 11 11 If 11 j I BEAR G WA ,33 8{r) S) J+ 15 B .E, N a ^ _21 8E GW a s .. a a a _ . 106 B 107 00 .c S MO FY A OUI EO PC I `Vry 4XI2X `� 0 ZONE EATI 5Y5 � STAIR OPENING (3)13/4"X16"LVL ❑ mi,: iI II.7/8 LP12 a II- 8"L 26A 19.2 G.M ATI 2 IS \wo1Xr(r) AWDIXrI, w01zr(r Wo1xr(r Wmxr(r ,s3ea(r)+Llr) 3.3Belrl+Llr) 1.3Be(r),+GErI 1AIIIrl+LIr1 !I S\wa l+L�r) R B `qR 114 II4 / ,114 , { 114 ,01 1140& bv-�� l z ❑ hM FRONT B REAR MALL 2X4 B 16"O.L. SPF h OR 2%4 0 12 0.6,$PF SGRAOE A — p o ( - � SECOND FLOOR FRAMING PLAN #1, 2&4 MATERIAL LIST 5`"LE I'4 `I` 11 7/8" LPI 51<R1E5 266 @TI 9.211 O-G. (U.N.O.) ' 0'LPI2 Ih e"LP 26A F7/B' PI2 Ib 8°LP 26A s 19.2 ,M , A7'I 1 0. MAX, 192 ,L,M AT 2 0 MAX. *y L Xq 2.2 4 2X - 2- X4 � r, I aD1Xr(r) ,\wamL aMx.1, \w(2) r � m .3.398(51+LIS) .3.5,\w am IT I .3,3\w 01 TITIL .3.30810(3(I \W D1Xr(S �~ scz'l \W OIXS(T 3.3Bzlr).L>ELEV SECOND FLOOR FRAMING PLA #8 SECOND FLOOR FRAMING PLAN,- ELEV:#3 WIN,_ �� SCALE.I/4°•I'-0" 'SCALE-I/4"•I'-a" _ _ I - zj uw1 ♦ � PRAWN BY: PBC,INC. al b DATE:1®�9p 1-Le'OSB RIM JOIST-FASTEN TO EACH 1-1/H'USE RIM JOIST ONLY 1-1/e'USE RIM J➢IST+ONE t-3/8.USE REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB JOIN DOUBLE I-JOIST BY NAILING THROUGH NEB 2.4 SQUASH BLOCK CUT 1/16'TALLER THAN THE FASTENING SCHf➢ULE 1 Tp 4 PLY FLUSH LVL BEAM(SEE FLOOR JOIST USI G 1-10d NAIL PER FLANGE ON END WALL-IF TOTAL SQUASH BLOCK Q 0'o/c-IF EACH FLANGE W/lOd NA[LS B 6'o/c STAGGERED WITH 2-ROWS Btl AT 6'o/c INTO FILLER BLOCK WITH 2-ROWS Btl AT 6'0/5 INTO FILLER BLOCK DEPTH OF THE I-JOIST, USE UNDER FIRST FLOOR 2 OR 3 PLY BEAN 16tl-3 ROVS B 12'R/c EACH DETAIL 8 FOR FASTENING SCHEDULE) REV No. AtE KE LOA➢IS LESS THAN 63p PLF TOTAL LGgp IS MORE THAN INTERIOR BEARING WALLS SIDE STAGGERED p Pte- 3/4'OR]/H'OSB NO02U""' ERS 6 WEB 4 PLY 9EgM ONLY.i/2'ED TS+FENDERWASHERS -1E,USE WEB STIFFENERS • al 314'GR /B' SUBFLOOR SIRED BY IF REQUIRED BY THE HANGER HATH SIDES-2 ROWS B 24'R/c o GSB SUBFLOOR SUBFLOOR e'OS6 SUBrI_QQR 0.56 TFACTURER SUBFLOOR e'USE STAGGERED MANUFgCTURER JOB NU4BER 6' 16' 6' - MAX. MAX. MAX. rp.PLY 3x G1204LP12AR A�(( VL BEAN 4'MAx. SHEET NUMBER NOTE.VSE WEH CANT, STIFFENERS IF RIM JOIST DEPTH SAME USE CONTINUOUS NOTED ON LAYOUT AS FLOOR JOIST DEPTH 24'MIN, USE 2x8x4'FILLER BLGCK2x0 FILLER ELKSERIES 266 30WHERE HANGERS NOTUSE DBL,SQUASH BLOCKS NOTE.USE SQUASH BLOCKS IF ERG,WALL ABOVE M5rvpiE�USE FGR JOIST 16'PEEP OR LESS NOTE.USE FOR JOIST 16'DEEP OR LESS NOTE.USE FOR JOIST 16'DEEP OR LESS AT ALL BRG.WgLLS H BEAMS UT, ARE USED ONLY IF NOTED ON LAYOUT NOTE.USE WEB STIFFENER IF NpiEp ON LAYOUT TOP MOUNT I-JOIST HANGER SHOWN 1. RIM J❑IST-BAND 2, RIM J❑IST-ENDWALL 3, RIM J❑IST-ENDWALL 4, REINF❑RCED CANT, 5. D❑UBLE I-J❑IST 6, DBL. I-JOIST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9. F �JH �V� EAM a BOSTON C 0 RIGH 199 Pula Home Co oration or r NAIL CitOUP AND STUD MALL. �.4 GO^; CEILING JO15T 5EE PLAN 2 X 8 CE IL INC,J `LL FOR SIZE AND SPACING. FT / 2 X 10 CEILING BOX RIMd8ia7------- _ I� \ ✓ i. NRpb I2 IM 4° 3W nns u•.c O 2 X COFFER RAFTER-� a W 2 X 8 BOX RIM 8 SOFFIT w \ y FF99 2 Y.6 CEILING J 16° 15PLICED TYP.I (5-L ICED TYPJ Z �1� O �Ny� w a N W STUD KALI SEE PLAN 101 11 11 11 TEL�s FOR 51ZE AND SPACING. A PARTIAL CEILING J015T ELEVATION NDS CEILING FRAMING —PLAN I.A55VME0 SNOW LOAD 35 PSR.6 ROOF DEAD LOAD 10 PSR. _ 2.A55Utt€D 0E516N CEILINGLNE LOAD IO PSR. OPT. TRAY.CLG @ MASTER BEDROOM, _ 3.ASSUMED MAJI.DEPTH OF BUILDING%30 FEET. 4.SEE`ONTALT DRAWINGS FDR ALL INFO.NOT SHOWN. — --- PETA IL @ COFFERED CEILING _ SCALE�IJ4"=I'-0° -' SVAPSON L90 CLIP T�T ANOLE(TYP) - U, ONE PER RAFTER r� 7 x CEI J 16' .L. 2 X LE NG J I5T5 16" .C. CEILING J015T o r` e RAFTER CONNECTION DETAIL DI Y \W s,r D1 ,S J = _ r^ 9.08 3/4"=1'-D' 4,T. z 9.0 DI. As Eo' FO w gl W'OI ISI N' Y5T -t- E X B 15T5 16 LL LL L. :, I I til 111 MI .I. D1s e I DL. � a a a x 9 00 REF.ROOF FRAMI.NS PLAN FOR WINDOW AND DOOR HEADER SIZE5. �3 b CEILING FRAMING PLAN / 56ALE:I/,"=1'-0° DRAWN BY; MAC a DATE: vra'w i — REY NaI DATE 216®8 Jo3 NUNBDt [5 1204 H1204RFIAR Si SHEET NUWKII 9.00 BOSTON z © COPYRIGHT 1999 Pulte Ham-Corpwatioa Or i (2)MR)W/,(Y PLY WD. FILIER W/(2)J E(2)S 0 EL 2XIO W/ OONT.(4 2XI W1 102 J-E 2)S EC 0 I I I I in 20 2x6 NA ILER FU W/I/2°0t v I T I RA' IV( THREE FROLT5 0 24"O.C. . . .... L 5TA666REO W PO'" I OCU TF:0 32 0 AC FASTENERS LA-Kil"l-111==1111 I ITU 2 X I R*7 0 O.C. ,6"O.G.(FREE)*MPUP AMOV.EDUIV.) IF== CD (3)1 3/4'X 16'LVL -ILI ——— 0 SON USE STL BM SEE PLAN FOR SIZE, I: Lj I FEE: a! 0 t1l L6x3 1/24116xill LOW L-1 (LLV)WI 2-1!2"OLA6 5CRe05--------- LVL 13M SEE FLAN FOR 51ZC t536'ATIld ACCM PANED 2XI FEAR SO�'O.C. L 2C MNI I. S TION STEEL BEAM ON LVI.WAPER EC = USE 9.01 3/4"3/4-=1'-0- 2.��F J. ",Ot IS. OR OR�I- N SIZE, --- IF 11"S I CD 1 IF 3 032 C. \w orn(KI \v arn(l .3.3 a(S)+ + L- SIDE LOAD GARAGE QK) 100 U) cK), (:i� �2 I - \w Gln q \w orn(S) 330 2 K)+L 5) .3302(5)+L(S) .3.1 0\2W(0T;n+It% 3.30\2t(OMLSJSJ \w a TE 1302( BEARM WALLS.ZR SEP S-FR"0 16'O.C.UX0. 11 !r77MII 11 1 11 1 f777r (2)13/4-X 11 2!R•LV-W +(2) ROOF FRAMING PLAN = ELEV_ *pX SMI l-T 2 1 FIN FRAM con C) 7. 103 (2)ZERI W/ 100 tau 100 (2)2XIO W/11 ILI 1, W ,(I \W 0 :9:0:0)rum (2)J 2),OFE. FUER W/2)J IF�'22)PLY0 E.L _HA \W• iE - .3302(5)+L(S) 33az + q) 302(s)+, 2 +t S) C1m 2 X 8 RAFTERS 01A'OLC,-13 0\2*(S -LllIIl 114'O.C. \W orx rillull 11 1111 § if IQ M17711777�1' If (2)13le X 11 71%'Ll (4J+(2)SQ L PART. ROOF FRAMING PLAN - ELEV. #4 SCALE!1/4r I'-$ PART..ROOF FRAMING PLAN - ELEV. #3 X Rig 2 X 10 RAFTERS @ 16"O.C. N a u u u 7=_ tt� ... .. ... Ss ,Z- PDC)NG. \w :L__ 2 )+L .33 2 AL L_ (2 U12 t/2'Fly ID. v W q�2L ar 2 ffi4 . I-Orz _ 2100R X12 W/ /2'PLYYM LA )ER (*W2 FILER C2)J 4(2)S 0 EE 24"1 O.C. luv 2-: 2-111 2- 2 X 8 RAFTERS 016.O.C. C-D 10 11 2xI0 2 X 4 W IAMER 9 24' 9.00 51 2.04• H12041?F2AR 9i El 11 11 11 11 11 11 XI 7/ PART. ROOF FRAMING PLAN (2)13/4' ELEV. #2 (2)IJ�V(2)LSl.1 0 EE. 9.01 PART. ROOF FRAMING PLAN ELEV. #8 BOSTON ME'7/C=f-T COPYRIGHT 1999 Nh H—e Corporation OF y I°LE55 THAN FIN'FIN DIM I"LE55 THAN rliFIN DIM I"LESS THAN FIlFFM'DIN -'-' GENERAL NOTES _ L LOMBUSTBLE MATERIALS SHALL NOT BE WITHIN 6'Or A FIREPLACE OPENING. CAP -' REFLHART OF FP.EALING FOR FINISH OVAENSION a 'c COMBUSTIBLES WITHIN 12'OF Tit FIREPLACE OPENING ` (� 3 I/2° "' IAIIIt1l °C 2%4 P UT 2 x 4 FLAT 5HALL NOT PROJECT MORE THAN I/6"FOR EACH I" / I .D L2 X 4 PAO OUT FRAMING Z X 4 FLAT PAD WT Tn• 015TANCE FROM SUCH OPENING. X 3 OVER 2 X 8 2.DIRE67 VENT FIREPLACE TO BE I457ALLE0 PER REF.NOTES I1�� w MuwFALTu2E'5 1NSTRULTIONsBELOW IE END GTP. D.IBEL EXTEND GTP,eD.I°BELOWEXTEND GYPEX TOM W WT FR BOTTOM PAO WT FRMG. o BOTTOM OF PAD OUT FRMG55 I%3 OVER f%8 ROOF FRMING REF.CHART OF FP,EALING FOR FINISH DIMENSION ON I x PAD `..• - Q' zk I�-0" VARIE I'-" 3 112" __ W FRAMLUG EIEV ION --� FRAMING ELEVATION , O 31/2' o FRAMING ELEVATION _ 4°CORnER TRIM 2 X 4 WALL FRAMING REF.NOTES 31/2 PAD OUT ABOVE MANTEL 1 1/21'PAD OUT ABOVE MANTEL a O BELOW 2 X 3 PAD UT FLUE o P� m SIDING TO MATCH NWSE O U, w FIRE51OPPING - O F Y I DI 3 1/2'PAD OUT ABOVE MANIEL a w PREFAB FIREPLACE W/BRICK SJRROUNO 8(EARTH PREFAB FIREPLACE W/LERAAtIL OR � CV Lr > MARBLE 5DW01M B HEARTH 45° 45° SHIIJGLES REF. TCP P ATE I/2" 4 1/2° PRODUCT SPECS - -- - - b 112" �.—6 I/4' MOTEL 2 fiur' �1FIREPLAGE PAD OUT DETAILS REFFIREPLACe .-p° TRIM DTL5 tJ' NOTE ALL TRIM?0 BE SPlif AS ROUGE TRIM 60LOR ELEVATION'A' NASEYENT ELEVATNNI°C'Y STONY o rETALA F1�%ALE (EARTH MR FP OETAIL5 / HEARTH J / 54'P 3fi°FIREPLACE -JOIST REF.GWtT OF FP FACING FOR FIN15H OIAENSION / 6'-O'P 42°FIREPLACE FIRST FLOOR P�4 I'-p" VARIES I'-d' 3I/2' // LMELNA 1 3112 / M151A.ATIOiJ o G-1 TRIM TO MATCH TRIM PACKAGE r 13"FLUE TILE VINYL SOFFIT / P OPT.AIN 1 NECK MOULD(LWP462) _ PER PIAN ELEVATION SECTIONJf/ �PAEL MOOING ON EDGESLW462) 031/4 CROWN MOULDEll 112" - \ILWPSH; 1/4" :°.PWOOD BURNING PREFAB FIREPLACE DETAIL55/4x6 TRIM BOARD TO 1/2 / REF PLAN FOR OPEA'INK SIZE 5CAI.E'.XTOPENING WIDTH 2 X 3 PADDJV ------ / OF FIREPLACE. / __--- MANTEL MOLL?ING / LINE OF MANTEL FACING REF.OTa AND OF GYP.BD.PAP OUT ABOVE MANTEL -_--_-- 'T____ _________ J i T I.ARBLE SURROUND - - H"OR IZ°BRICK,MARBLE 012 TILE _ _ EXPOSURE ON SIDES 8 a W t____ ______f. _________________________________ ____J _ e ^ TOP OF FP.OPENMI6 :.. PRE-BUILT MANTEL VARIES BRICK SURROUND - _ !� illE HEARTH BY F.P.MAAOFALNRER _ E%POSED FLAT BLACK + ^ y METAL FACE OF F.P. ELEVATION°N° N'-17 WALL MARBLE HEARTH NOTEv ^ MPRBLE HEARTH 1� • MATERIAL USEAGE ON ALL 5'-0"P 36"F.F. 1 1 °�6f'�BELS ``jj ELEVATION5 15 THE 50.6. 5-6 P 42'F.P. I �- 1 _ 5T0 51PE WALL GOND.� CORNER GONO. 111 5-6"842"F.P. f � E— W GENERAL NOTES aMTOfFF.FAC NOTE 1.60MBt51113LE MATERIAL55HALL TYPE OF FAC0.G 5 U.J"42 LA �]FIREPLAGE W/MARBLE OR CERAMIC TILE FACING �1MA5ONRY FIREPLACE LL BRICK VENEER TO BE NOT BE WITHIN 6°OF A FIREPLACE OPENING. .LAI-E'JUx"=1'-O' Z. ALE:x X-1-p UNNIN6 13OW - COMBUSTIBLES WITHIN 12 OF TIE FIREPLACE OPENING MARBLE/CER.TI 51,11 6�-I° o SHALL WT PROJECT MORE THAN 1/6"FOR EACH F' DISTANCE FROM SUCH OPENING. BRKK 2.DIRECT 4ENT FIREPLACE TO BE INSTALLED PER = Hyl n v MANUFACTURE'51N5TRUCTION5. 1'" ID Frpe1-o3, Fpbteol 2/9/99 OVVER%6ROOF 5HT6. OVER 2X6 RAFTER5 II YP, e aEs=m 6"FASCIA ON I X PAD F E SIZE PER ODE H " - R . a rc I LINE OF CHIMNEY FIREPLACE ELEVATIONS - _ e TOP vENTED FIREBox �SYg 1 AIR INTAKE G ua 3 ROt'15 OF — w - REBAR E0.5 SPACE `2" ' FRONT TO BACK u1 � - SIDE TO 51PE = IL m W b F. = FIREPLACE VENT R W/REAR VEN FIREBOx VINYL 51DIN6 OVER o pare:D1a-99 5HEATHIN6 a �.` ON 2 X 4 57005 W/ Rev No, paTE ATT IN5ULATION 61RADE LINE .1oB xuueFR 3°TRIM NE DTL 5 ai 5ELTION DETAIL DEPTH Or FOOTING PER FOUNDATION a NESTD1200 TO BE MIN.OF 211 DEEP AND 6°EXTENDED FROM FACE OF BRICK. 91eer NAMR ACE W/ MARBLE FACING SECTION B DIRECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE o a 12.00 ALE x •Fp ILC:x x'•I-a _ SCALE 3/4"-II-0II © COPYRIGHT 1995 Pulte Holne C.,f or k "O°T:�ho TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ,SSACHUS� f� a This certifies that . . . . . . . . /. . . . . . . . . . . . . has permission to perform . . '. . . . . . . plumbing in-Che buildings of . - . . . . . . . . . . . . . . at f�c . . -�1 v �.t4 �. . , North Andover, Mass. Fee. f . . . .Lic. No.110 1 4..7 . . . . . . . . . . . V PLUMB INSPECTOR Check # 5460 i MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MAS ACHUSETTS Date - Building,Location Owners Name __.--Permit#' mount- 5,3f if Type of Occupancy Z06 New �� Renovation Replacement Plans Submitted Yes No FIXTURES H W W SLRFSNE B<1�TI' 2'!\Il FIDCii i 37l�F7`DCit 4H HDM 7M11" 83H F4DC[t (Print or type) ' Check one: ertificate Installing Company Name r7j—C0rp. Address Partner. Business Telephone s F1rm/C0. Name of Licensed Plumber: 1109 Insurance Coverage: Indicate the type o 'nsurance age by checking the appropriate box: Liability insurance policy Oth ype of indemnityEl Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent I hereby certify that all of the details and information I have submitted(or entered)' kation are true and accurate to the best of my knowledge and that all plumbing work and installations performed I ued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plu pteF142 of the General Laws.By: igna ure Of Icense um er T pe of .h mbin License Title City/Town License Numoer Master Journeyman ❑ APPROVED(OFFICE USE ONLY Town of North Andover � tkoRTil :wilding Department 3�0,�T 27 Charles Street o North Andover,Massachusetts Ol 845 (978) 688-9545 Fax(978) 688-95.42 GY4A1[M 1YKw Q�'TfD P'PL,�J �S 5Ac NLlS�� A,PPLICATION FOR CERTIFICATE OF OCCUPANCY !INSPECTION LOT NUMBER SUBDIVISION,eS ( � DATE REQUEST FILED_ X a` 6_a DATE READY FOR INSPECTION FIVE. (5) DAYS NO`IECE PR16R TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TDAE FR.SIE. A RE-INSPECTION FEE OF TWENTY-FIVE($25.)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIG ATURE OFFICIAL USE ONLY ROUTING CONSERV.kTIO DATE o? l f _ RECEIVED PLANNING ATE �A, �3 APR 2 4 2003 4rNOR3 R D_P.W. - i NIE ATE �� PLA NTNG DE ARTMEN-F D.P.W. MUST DEDICATE THAT THE WATER METER HAS BEEN INSTALLED R TO THE INSPECTION QUEST DATE. T G ATURE�DPW AUTHORIZATION Date. 711el-�� NORTH ° °L TOWN OF NORTH ANDOVER 3? 'e p PERMIT FOR WIRING �ss^CHUS This certifies that ..... ...... x'.4.......... ........... has permission to perform ................ wiring in the building of..............l...r���.......................................................... at... . .©...... 1... .l�Y.'.i.h.�......1/.� .. ,NorthAndoufr�ass. ............ ... Fee... ............ Lic.No. .15 3(..........:-�r..Z T .... .............................. rd 07 ELECTRICAL INSPECTOR Check # 4635 Commonwealth of Massachusetts Official Use Only � Permit No. 4oJ Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/991 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 MR 1;.00 (PLEASE PRINT IN INK OR lZU AL INFO ATION) Date: 00 City or Town of: To the Inspecto ofWires: By this application the undersig776 ives ice f his cr her intent' to perform the electrical work described below. Location(Street& er) Owner or Tenant1-4�1 Telephone No. s Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion of the ollowin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA ' No.of Lighting Outlets No.of Hot Tubs Generators KVA AboveIn- o.o mergency Lighting No.of Lighting Fixtures Swimming Pool rnd. ❑ rnd. ❑ Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS I No.of Zones No.of Switches No.of Gas Burners o.of Detection and Initiatin Devices No.of Ranges No.of Air Cond. Total Tons g No.of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices l No. of Dishwashers Space/Area Heating KW Local ❑ Municipal El Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No.of Water Kit No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of EIggtrijeal Work: (When required by municipal policy.) Work to.Start: ? Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under th par s and penalties ofperjury, that the information on this application is true and complete. FIRM NAME: 12 " LIC.NO.: 1 r�q(` Licensee: John S. Bassett Signature LIC.NO.: 1533C (If applicable,enter"exempt"in the license number line.) Bus.Tel.No.: 603 594 5928 Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Li*see see does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ ,