Loading...
HomeMy WebLinkAboutMiscellaneous - 65 PALOMINO DRIVE 4/30/2018 65 PALAMINO DRIVE G p L 210/108.C-0130-0000.0 ---- - - -- - - - --- - -- --- -. ,+I rvavw+-+.swlC,,.�y,-Z„y,✓•Irv'":.�.n--'>va+.7'rs,n• ••,,.,ryt^+'��'�'~"r'^+rC�^' "nP..y.+*cry.y ."�,R:31''4iw�irtl:..�`'iFvr/�1twn.w�l"�4..'w s..r„`h+—,�-v'y1{'�r+.;ww.,•,.�....-yi4+'�'7"�i�. e51.µ Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT _f� ASSU S PERMIT NO.: PROJECT: k��1CY 'rr� I#WtWff DATE: 1/ i� �71UNIT NO.: FLOOR: WING: BUILDING NO.: C/ REMARKS: �! 1/AC +( J D /2vp to S 44,yr Excavation-depth and soil conditions Framing- Other: Date: Date: `Of Date: Inspector Inspector z� Inspector Footings and foundations and drains- Insulation- Other: Date: �''a `d Date: �^G -/� Date: Inspector-.4110 ! Inspector ��1 Inspector Electrical-rough- lPlumbing and/or gas-rough- Other: Date: Ig���/ / Date: / ` — Date: Inspector Inspector Inspector Electrical-final Plumbing and/or gas-final Other: Date: l o Date: �'d f 4 Date: Inspector Inspector Inspector Fire Dept- oil burner,tank,stove smok detectors Final inspection Certificate of Use and Occupancy � Date: Date: l� g a ,_DateLC of O# 7 0� Inspector e& r f Inspector -� Inspectors Form#995 Action Press,685-7000 s8ACN115� . CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number a Date /7-P7-01 ) THIS CERTIFIES THAT THE BUILDING LOCATED ON �O�(�y W 66— a' a h7i,v o / el v e— MAY BE OCCUPIED AS V/N 10 6 e- IN ACCORDANCE WITH THE PROVISIONS OFT E MASSACHtJSRTTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. IU ROOM, 3,, A3AI'161 a 5�dj/ A-H,oche'!f CERTIFICATE ISSUED TO �(�/ / /y©M e_S � ADDRESS Building Inspector jA0 R T►y 0VM Of �E O dover 0 Al CR -_ �A CaCC lip' over, Mass., ol d� ®S RATED 7 BOARD OF HEALTH Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT�4�d.: f �.......��S!!!1�� � � . Foundation has permission to erect. �................... buildings on ..�. 'f ....ped o?two b1p. Roug �AI 9 to be occupied as o®: .�. a ...�. �........� �... c.��d ..5.1%.1i..Fi�.n�....1 imney provided that the person accepting this permit shall in every respectconform to the terms . e application on file in Final th,is office, and to the provisions of the Codes and By-Laws relating to the Insp ction, Alteration and Construction of n Buildings in the Town of North Andover. ! ® 00 C 113® ®• 9 3541SL - PLUMB SPE O *� VIOLATION of the Zoning or Building Regulations Voids this Permit. W :jou PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTIONST T OCAL SPEC ......................................... 7 Se BUILDING INSPECTOR ® Id Occupancy. Permit Required t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises - Do Not (Remove Final �z No Lathing or Dry Miall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE .SIDE Smoke Det. / I t /U Date. No 4928 Of ,OPT"-1 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING Ss^cHus� This certifies that J. -- has permission to perform . . ./t, f�--4: �. . . . . . . . . . . . . . . plumbing in the buildings of . . . .8. . . . . . . . . . . . . . . . . . . . . . . . . . . at. .)�. . ./.� .��!�.%� �. . .� {. /.'. . . . . . . , North Andover, Mass. Fee: t` .J .-.Lic. No.JZ .<r: . . (_.,r . �.-._.. . . . . . PLUMBING INSPECTOR Check # WHITE: Applicant CANARY: Building Dept. PINK: Treasurer (JELUrl67D/�(- ZZ firClU�f� ?73 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING A15 ,42 /(Print or Type) ,V• mVE2 , Mass. Date 01/01 PermitNT�'.� Building Location k15' A"ReQ MWO Ze �ot ?44- Owner's Name PUCE NCYL/E' Type of Occ,panc,. New Renovation O Replacement © Plan•s Sub fined Yes 0c No FEATURES I I z Z i cn V) 0 8 Z � j cn Z co2 Z 4 C) H w CC — p _ z �I Z W (n = cc � U Y � U z m ¢ w ZCr uj o ¢ cn rt a cC p I LU U O = 2 d pZ = Y a (�X� t Q Y �4 ¢ YccLi Q > Q O Q ~ Z 0 �„J Z Z �jJ Q O (� T Y o Q J J Q = X CC O Q H i g m o o g 3 z I- cn u_ c7 o Q � rc cc o SUB-BSMT. BASEMENT 1ST FLOOR j l 2ND FLOOR 3 3 3RD FLOOR —T- 4TH FLOOR 5TH FLOOR 6TH FLOOR –r— --- --r 7TH FLOOR 8TH FLOOR I nslaling Company Name. FRAZ1E2 4r Ic) (CS /u�Cyp J/r'ai Check one: Certificate Aocress 1'_o cox s-- 9?--Corporation O Partnership B�slnass Teiepnone_ 978-689-7'Y7�1 O Flrm/Co. Narna of Licensed Plumber LHA/1L£S goyI/ S FINSURANCE COVERAGE: current liability Insurance policy or Its substantial equivalent which meets the requirements of MGL Ch 142. s No Ove checked yes, please Indicate the type of coverage by checking the appropriate box. A l abiliry insurance policy Other type of Indemnity O Bond O OWNERS INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Cnapte( 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: t;i nature o1 Owner or wn is Agent Owner O Agent O I hereby cenity that all of the details and Information I have submitted (or entered) In above application are true and accurate to' Me best of my knowledge and that all plumbing work and Installations performed under the permit Issued for this application be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Lz, s By v,yn.alvly OI LIVelnsed Plumbef -- T-r,le Type of Licensq: Master, Journeyman O C:ry(Town License Number_ II S68 APPROVED OFFICE USE ONLY) Town of North Andover & tyORTN Building Department �� ti�?`e 27 Charles Street 0 North Andover, Massachusetts 01845 � _ 7° (978) 688-9545 Fax (978) 688-9542 ?0 o ��Ri'en tPP'y,ij LSSA S-Io APPLICATION FOR CERTIFICATE OF OCCUPANCY/ INSPECTION ADDRESS /S— PA/0 011V V LOT NUMBER <5?:z SUBDIVISION DATE REQUEST FILED DATE READY FOR INSPECTION FrVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING CONSERVATION DATE PLANNING DATE D.P.W. — WATER ME DATE O Zg D.P.W ST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR T THE . SPECTION QUEST DATE. N Alf URE /DP W AU ATION Date...j� . N2 C NORTH °f'"��.•1�° TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ,SSACMUSEt This certifies that ... .�... ..� .c`...Gid..�". .! ................ .y. ? ...r [/ has permission to perform .. ( /1 < ?..��...................................... ./.�..1.r..... wiring in the build g� ..... ......of Ua'�1 INibrth Andover,,-'Mass. i Fee.... .i.. Li/c.No./ o./ <. ..f .............. / ELECTRICAL INSPECTOR Check # i WHITE: Applicant CANARY: Building Dept. PINK:Treasurer Oft1621 L•sc Only ommonweafUt of %�a�ziacjtu�elfs l _ c� � Pcrmit No. y C� 21 J eparfntenl o` •ire �ervieee i Occupancy and Fee Checked `y BOARD OF FIRE PREVENTION REGULATIONS Rev. 1,1:99i ii[Rev. Heave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK ,%II wurk to he perlurmed in aecordanec with the,'vlassaehuscus L•luctrie•:I Cade(`1[L,��-CNIR 12.00 (PLL:.ISE PiZINT IN I:`iK Ola 7YPE.•JLI_ I+VF011,ll.1770N) Date: 1 rl Cite or 7'own uf: NOAtin 2Q1 d.01 - To the hispec:0 tr ojFb'ires: By this application the undersiz;ted eilves notice of hiis�jor her intention to perform the electrical work described bolo::'. Location (Street .0 Number) Owner or Tenant Pv tt N OW%C C or-I- Tcleplioue No. SOT- M-000)-- i Owner's Address 925 Tv" S""k A00 S ova Is this permit in conjuttctiuii with a building peratit". Yes No ❑ (Check Approprime Box) Purpose of Buildin Utility Authorization,No. Existinti Scr.icc An1Jis / 1'ults ovenc�ad ❑ Undud ❑ tNo.o0leters ;New Service Amps ! 'Volts Overhend❑ Undord ❑ No. of:deters Number of Feeders and Anipacity r Locution and `mature of Proposed Electrical !York: Self Conrnletion of the fol1wring table ural:be waircd by the lasnector•o(tt'ires. No.of Recessed Fixtures No.-of Ceil:Susp.(!'addle) Fans No.of !'oral 'I'ransforuiers }iVA I INo. of Lighting Outlets tNu. of Ilut Tubs Generators Ky"A Above ❑ !n- ❑ (i o.of ntergency co lung No. of Lighting Fixtures swiinluing Pool grad. grnd. Battei v Units No. of Receptacle Outlets No.of Oil Burners FIRE ALtUUIS INo. of Zones No.of Detection an No. of Switches No.of Gas Burners Initiating Devices Tota.Nu. of Ranges No.of Air Cont. Tons) INo.of Alerting Devices :No. or Waste Disposers cat ump t uni er ons A� i o.of Self-contained p Totals: - DetectionlAlertins Devices No. of Dishlvashers Stacelarea Heating KW Local ❑ cyiutiicipal ❑ Other l b Connection llentina appliances XNV 5ccurity Svstcnis: II 'u. of llry era f I No.of'Devices or Equivalent i \o. of'!Vatert,No_of :No.of u:ti:t yl firing L Heatersr`ly ( gins Ballasts ,No.of Devices or Equivalent No.H%•drumassage Bathtubs No.of itlotors Total I11' + 1'eleconimunications i No.of Devices or Equivalent OTHER: uz 6-1 .ittach additional detail ifdesired, or as required b)•the hispector of:fires. LNSUR.a:NCE COV EIt:1GL: Unless waived by the o«ner, 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 undersi2ned certifies that such coverage is in force, and has exhibited proof ofsame to the permit issuing office. CHECK'ONE: INSURANCE ❑ BOND ❑ 0-11JER ❑ (Specify:) (Expiration Date) Estimated Vaiuc of Electrical Wor;c: W (When required by municipal policy.} Nuri; to Start: Inspections to be requested in accordance with iviEC Rule 10, and upon cotitoie:ion. j 1 cern fy' tttr,ler the/tains aril pettaltics ojperjuri•,that the injormation nn this application is tare acrd eonipleie. 1:.112�I N.iP%(L•': UL UA frefl LIC.NO.:�S��aC Liccuscc: JAAA 0 C (osi.h Signature Sd too_ 1,`r1U(((CdfJld, $r-3a —S .9C' Vl . . Address: alt.Tel. No.: 01VNEWS 1NSli IZANCE !VAI VEIL' I ant aware that the Licensee floes not have the lizbilit •insurance covera_e normally cuircd bV lav". j". 111V'siunatuic belotiv, I hereby waive This requirement. I am tile. (Check onc)ID o"'ller 11 Owner's autni". /� ., PALOMINO DRIVE E S46'15'21"E 100.00' rte- ,n 26.9' a N z 20.4' TOP FOUNDATION N ELEVATION=161 .42 N tV � LL7 00 LJ a O +� 17.2' , a o O M M z LOT 84A 11006 S.F. 30.9' 0.25 Ac. j%k OF 44 e:>I?A I/ Cy /-s5 STEPHEN S46'1 5'21"E 100.00' ��'U'S e 4( S ELESCIU `^ n. N46'15'21"W 103.76' ��4Y54ktf'ted .�/ WE HEREBY CERTIFY THAT WE HAVE EXAMINED 2 �I THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 . THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 84A FOREST VIEW ESTATES MARCHIONDA & ASSOC- ,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02180 257 TURNPIKE ROAD SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01721 5CALE: 1"=20' DATE: 7/2.3/01 1 4 Location No. `A Date f7-112-,97M I MOR,M TOWN OF NORTH ANDOVER � 9 s i # Certificate of Occupancy $ ;<�� Building/Frame Permit Fee $ s+CNus 4 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ r � � (0 oc r)0 Check # f O o C7 WY 1 1 ' t' 8 1 / Building Inspector TOWN OF NORTH ANDOVER s- �`� BUILDING DEI'ARTIVIENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING IP o BUILDING PERMIT NUMBER: Ca DATE ISSUED: ` / � d + SIGNATURE: &all au-- 1-0 f 8" Building Commissio er/Ilis ctor of Buildin s Date SECTION 1-SITE INFORMATION z 1.1 Property Adds,: 1.2 Assessors Map and Parcel Number: 0 _ i o�c ISO ���� , �� ��f.�,�g Map Number• Parcel Number -----/--'- /GJ/!1''il'l�Lg 1.3 Zurring hifornratiou: 1.4 Property Dimensions: //0(3o /00 / Zoning Disuia Proposed Use Lot Area(st) FrOnt3 e ft) — 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Regwired. Provided Required I Provided �y 1.7 Wsrer Suppl &f.QlC4l. S ) 1A Flood Infomon: 1.8 Sewerage Disposal System: Public t? Private ❑ Zone Outside Flood Zone ❑ Municipal A— Ou Site Disposal Sysrem ❑ SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner //of Record ds1l J Qi" .5O� Al, Z5 na'�e socJr�r�o120�, wr , Name t) Address for Service: �' �O G - 7 Signature Telephone 2.2 Owner ofRccord: Name Print Address for Service: — 0 z Signalure Tel hone M SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ -DA-Vi Licensed Consirucliun Supervisor: 4773 9 G 2-?-Z- S CC"'"¢$ ®� e„y L r-e,� License Number L Address sig--3z4-9IFL/7 ' Signature �' Telephone Expiration Date =� r 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name �' Registration Number M Address --- --- _r Si_Iature Telephone 9 Expiration Date — SECTION 4-WORKERS COMPENSATION (MG.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 rmit. Signed affidavit Attached Yes .......❑ No.......❑ SECTION 5 Description of Proposed Work(check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: p C,J4pd /`nom rr► /� F.�1� i' /�/ 01� 2 ��'oJ'L)/ SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost Dollar to be - ( ) OFFICIAL USE ONLY Com leted b ermit a llcant 1. Building (a) Building Permit Fee Itleg, 717 Multiplier 2 Electrical (b) Estimated Total Cost of I'Ie2oo Construction 3 Plumbing Q Building Permit fee(a) X (b) 4 Mechanical(HVAC) 9 [0 5 Fire Protection e ,5S_ �O 6 Total (1+2+3+4+5) ZZ Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, ,as Owner/Authorized Agent of subject property Ilerebl'authorize to act on MNbehalf in all matters relative to work authorized by this building pennit application. SiJnarlu-e of Owner Date SECTION?b OWNER/AUTHORIZED AGENT DECLARATION I- �A✓1 CCC. ��f /S Oil as Own /Authorize gent of subject property Hereby declare that the statements and infonnation on the foregoing application are true and acew-ate,to the best of my knowledge and belief PliIlt Name Sn'IELUe VI O\111eI/A?en[ Date NO. OF STORIES SIZE 24f / ?C22 9r' 22>(ZD BASEIvfFNT OR SLAB SIZE OF FLOOR TRABERS 1 f'i g 2 /f 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTSx Lf DiMI_NSIONS OF GIRDERS 3_ 'Z HI IGHT OF FOUNDATION Q ' THICKNESS /p SIZE OF FOOTING 2O X /o N,L�fERLAI.OF CHEvINEY IS BUILDING ON SOLID OR FILLED LAND I IS BUILDING CONNECTED TO NATURAL GAS LINE A10 FORM U - LOT RELEASE FORIN1 li lS T nt!CTICNS: This form is used to verify that all necessary approvals/permit'S from n�1 Bards and Departments having jurisdiction have been obtained. This does not re!iev--- the applicant and/or landowner from compliance with any applicable or requirements. ww, t. , tt , � � AFPLICA,�aT FILLS OUT THIS ArPL!C .NT A/C- PHONE 60r 3z6 LOCATION: Asszsscrs Mao. dumber l®k' C, PARCE! SUEDIVISICN ICOlee-S.011/+ 'ei-4A�-- ff tL!S LOT (S) _ STREET P,4 1001i J10 Dg_ ST. NUMEE:R ' OFFICIAL USE ONLY ' ..... .t RE M 10 S 0 TOWN AGENTS: F. CONC R TI N ADMINISTRATOR DATE APPROVED 7 r d DATE REJECTED COMMENTS Lb C� / dY&/(A_ TCW L NNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HE-,LTH DATE APPROVED DATE REJECTED SE=TIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS Rfrfin LC R IS �^a tTER CONNECTIONS JUIN Z Z� RIV PERMIT 4t1r FE DEP,aRTNIE?IT BUIU- "NGIEids ECT R DATE APR-16-2001 03 :44 PM MARCHICINDA&ASSOCIATES 781 438 9654 P. 03 LOT 11 ; 04 .1 72 773 ' 5 r:, a t . 20' f 152.3 km -pAl 0\ Lo PULTE HOME CORPORATION RESERVES THE 'RIGHT TO M E FI LD CHANGES To I is PLAN IN ORDER 10 ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 84A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02100 257 TURNPIKE ROAD - SUITE 200 (617) 4386121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=20' DATE: 4/16/01 Growth Management Bylaw Exemption State!Ment Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of.Narth Andover Growth Management Bylaw. The building applicant shall provide all of tt e necessary information as requested 'below. Name of Applicant on building Permit (below) Address of Propertj fcr Permit (te!owl elan and Parcel : Purpose of Application (check below) Phcne Number of Applicant —Single Family `Two Famil,/ I the undersigned applicant for the above property attest that the attached building permit for which this form is =mpleted does comply with the E(EivIPTION section 8.7.6 of the North Andover Growth N12nagement Bylaw. I also understand providing this form does not absolve me or any part/ to this permit from the requirements of obtaining other permits required prior to the issuance of the wilding Permit. Further I understand that my interpretation of the E{ENIPTION status is subject to review ly the Building Department and is only officially accepted when the Building Permit iq issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement. restoration, or reconstruction of a dwelling in existence as of the effective date of this by-law, provided that no additional residential unit is created. The lotcr s)were/was eated prior to May 6, 1996 are exempt(ram the provisions of this SeCicn 8.7 of the Zoning 6ytaw. This apollcatlon is for dwelling units for low and/or moderate income families or individuals,where all of the cnnditions of 8.7.6.care met and/or represents Dwelling units (or senior residents,where ecz:upancy of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. Fcr purposes of this Section"senior'shall mean piersons over the age of 55. t Thi3 application is a part of a development proiect which voluntarily agreed to a minimum 10116 permanent recuc'don in density, (buildable lots),below the density, (buildable lots),permitted under zoning and feasible given the environmental condition3 of the trail,with the surplus land equal to at least ten buildable acres and permanently designated as open soap and/or farmland.The land to be preserved shall be protected(ram development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town, or other similar mechanism approved by the Planning Board that will ensure its protection. aajThis application represent3 a tract of land existing and not held by a Developer in ccmman ownership with an acant parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions (or the purpose of constructing one single family dwelling unit on the parol. This application represents a lot which is ready for building permits,(i.e. all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Develapment Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EYEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or mare of the above EXEMPTIONS. By signing be!ow I attest to the accuracy of the information provided and that the attached building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off of an above item whi oes not comply, whether done to my knowledge grounds for fusal by the Buil g Oepa ent to issue a Building Permit. ,on re owner or Authorized Agent+vh signed the A ached Building Permit Date This form must be attached to the Suifding Permit upon application for such permit l �iesit i Ue . 1-3ro_p t ,1:; +<<, 7�u� 13 BOJ 1 �. 1' BULLDLNG DEPARTibMVT DEBRIS DISPOSAL,FORly! In acc—ordance with theprIIvisions of bfGL c 40 S 54, a condition of BuildiuQ OT Is that the debts r!sSWtino form this work shall be disposed of in a properly licen h�we defined by MGI,c 11, S L50A aste disposal facility as Tlic debris will be diswsed of in: Location of Facility Sigrfm,,,� owe Licant �P Date Nom: Dernohdon celmit from the Town of North Andover must be obtained for this prnjec:through the Office of the Building Lnsrevtor i N T1eearrvnzaru�reall� BOARD OF BUILDING REGULATIONS y1b�x License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/02/1962 Expires:03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON 222 SEAMES DRQ MANCHESTER, NH 03103 Administrator MesItI Dev G ou.P Fax:W8-55-8160 Jun 13 2000 12:54 P. 19 i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations , Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location.- city ocation:city Phone aam a homeowner performing all work myself. �I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for tTty employees working on this job. Company name: GtGTE �lF 0/` A)6�0 Address 2.5–,7 ���,v.0/kE /C d• City: SauT�doeo,e / - 0 /77 Phone#: InsuranCe Co. 1 —i c /v c;�s /,Vs C 0 Policy# SG - cq 3v I! <',Y Company name: Address city Phone# Insurance Co. Policy# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposton of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the forth of a STOP WORK ORDER and a fine of($100.00)a day against me. I understand that a copy of this statement rnhy be forwarded to the Office of Investigations of the 01A for coverage verification. I do herby cerUi v under tha pains and penaCles of perjury that the information provided above is true and correct. Signature —Date Print name Phone# I Offical use only do not write in this area to be completed by city or town official' F-1 Building Dept F-1 Check if immediate respcnse is raqurred Building Dept p Licensing Board F­j Selectman's Cffce Contact persona Phone;!t: 171 Health Department Other 7RA9 WORKMAN'S COMPENSA710N May-17-01 09: 29A P _01 FRQf'1` 'PIJL.TE FAX tQ. 4017396457 May. 17 2001 ©9:57AM P2 CERTIFICATE 4 F INSURANCE ISSUE DATE 04/21/2oDi THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOL.OER.. THIS CERTIFICATE DOES NOT AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURED PuAe 1Tomo Corporation of New England COMPANIES AF'FOROING COVERAGE 257 Turnpike Road,Ste,200 COMPANY A Pacific Emofoyers Insurance Compeny Southborough.MA 01772 COMPANY B Leg-'on Insurance Company COMPANY C COMPANY D ACE Amarican tn3ur4nm Company COVERAGES TNIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THC INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDINO ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEJIT WITH RESPECT TO WHICH THIS CERTIFICATE IraAy BE ISSUED OR N{aY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES OESCRIBCD HEREIN IS SUBJECT 70 ALL THE TERMS. EXCLUSIONS AND CONOrTIONS OF SUCH POSES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CIJUIb,S. m rl , B GENERAL UABILITY GENERAL AGGREGATE $15,000.000 ONCOMMERCIAL GENERAL LIABLLfTY GL4 0292043 05/012001 O5f01f2002 PRODUCTS-COMP/0P AGG. $15,000,000 ON OCCURRENCE BASIS T PERSONAL ADV.INJURY 516,000,000 ADOITIONAL INSURED: EACH OCCURRENCE LIRRENC& $15,000.000 FIRE DAMAGE(Any one/lre) 51,000.000 MED.EXPENSE(Any one person) 55.000 AUTOMOBILE COLLISION DEDUCTIBLE LOSS PAYEE COMPREHENSIVE OC-DUC71OLE D ADOrTIONAL INSURED: CAL HO 7682773 03101/2001 05/01/2002 COMBINED SINGLE LIABILITY LIMIT $1,000.000 (Owned,Hired and Non~*d) i EXCESS UABiUTY EACH OCCURRENCE AGGREGATE WLR C4 30917 STATUTORY Ltrtr'f -•'"` •••_ ,.. R'S COMPENSATION and 48 0510112001 05/0112002 S EMPLOYERS'LIABIUTY EACHACCtDENT ...^...$1000.000 MA,NV SCF C4 3091815 0,/012001 0$1012002 GeSEASQ-POLICY LIMIT 51,000,000 PROPERTY EASE-EACH Ett,IpLOYEE_ 51.000.000 LOSS PAYEE. REAL AND PERSONAL PROPERTY,INCLUDtNO WHILE IN COURSE OF CONSTRUCTION: PER OCCURRENCE LAOFT MORTGAGEE: SPECIAL FORM(INCLUDING FLOOD ANO EARTHQUAKE) DEDUCTIBLE PER OCCURRENCE OTHER DESCRIPTION OF OPERATIONSILOCATIONSNENIGLES/SPECIAL ITEMS Air projects in the Town of Grafton CERTIFICATE HOLDER CANCELLATION Town of Grafton SHOULD ANY OF THE ABOVE DESCRIBED POVC4ES BE CANCELLED 30 Providence Road BEFORE THE EXPUiAT"DATE THEREO►.vYE WILL ENDEAVOR TO MAIL Grafton,MA 01519 22 DAYS WRITTEN NOTICE TO TWE CERTIFICATE HOLDER NAWD TO THE LEFT. 75$4 AUTHORIZED REPRESENTATIVE —�,� , i JUN.15.2001 12:54PM PULTE HOME CORPORATION OF NE NO.483 P.20i25 i MAScheck COMPLIANCE REPORT i� Massachusetts Energy Cade Permit # KAScheck Software Version 2.01 E ! Checked by/Date i CITY: North Andover ji STATE: Massachusetts `jj HDD; 5322 '+ CONSTRUCTION TYPE: 1 or 2 Pamily, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: - 5-2 01 TITLE: Lot #84 wellin Con Elevation #2 ,a PROJECT INFORMATION: i� Forest View North Andover, MA I. COMPANY INFORMATION: I Pulte Rome Corporation New 4ngland Division NOTES: Customer purchased elevation ##2, two walk out bays, and a Florida rm. COMPLIANCE: PASSES i I Required UA m 627 II Your home = 596 jArea or Cavity Cont. Glazing/Door i Perimeter R-Value R-Value U-Value UA -------------------------------------------- 0 --------------------------- CEILINGS 2180 0.0 65 .� WALLS; Wood Frame, 16" O.C. 3029 13.0 0.0 249 j GLAZING: Windows or Doors 530 0�11175 j j DOORS 39 D11 I{ `I DOORS 20 0.160 3 I .I FLOORS: Over Unconditioned Space 29830,0 0.0 8 FLOORS; Over Unconditioned Space 1909 010 84 ! FLOORS: Over Outside Air 32 .0 0.0 HVAC EQUIPMENT: Furnace, 81.0 AFUR j I - --^^----------------I-- -------------------- ----- i COMPLIANCE STATEMENT: The proposed building design described here is ! !, consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found I in the Code. The HVAC equipment selected to heat or cool the building j &hall be no greater than 125% the design load as specified in Sections 780CMR 1310 and 'Builder/Designer Xiv, Date (Q l III ,! 1 i� ! j I JUN.15.2001 12:55PM PULTE HOME CORPORATION OF NE NO.488 P.21f25 I ' i MAScheck INSPECTION CHECKLIST +Maaaachusetta Energy Code j d MAScheck Software Version 2,01 Lot ##84 Wellington Elevation ##2 DATE; 6-15-2001 S. Bldg. 9d! Dept. ! 1, Use i CEILINGS: 1. R-38 Comments/LocationI WALLS: �— rr 1, Wood Frame, 16n O.C., -13 Comments/Location I� WINDOWS AND GLASS DOORS: i J I. U-value; 0.33 For winds without Labe}fid aluea, describe featur # Panes Frame Type VAN >'r The Taal—Brea 7 Yes [ l No comments/Location DOORS: [ 1. U-value: 0.28 i I; Comments/Location 2. U-value: 0.16 it Comments/Location _ (�7rTA/1 !,i d✓hw ,�____ /� �T I. ! FT40ORS: 1. Over unconditioned Space,�jt�3� L Cemments/Location �!i"( 1�J [ 1 2. Over Unconditioned Space, Comments/Location [ J ( 3. Over Outside Air, R-30 �! f Comments/Location l HVAC EQUIPMENT: 1. Furnace, 81.0 AFUE or higher ,I Make and Model Number ii AIR LEAKAGE: i I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When. I, installed in the building envelope, recessed lighting fixtures Ij shall meet one of the following requirements: 1 I. 'Type IC rated, manufactured with no penetrations between, the c inside of the recessed fixture and ceiling cavity and sealed or Basketed to prevent air leakage intc the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I. more than 2.0 cfm (0.944 L/s) air movement from the the �I ( conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. i p q I , i It i �I i JUN.15.2001 12.56PM PULTE HOME CORPORATION OF NE NO.483 P.22r25 ( VAPOR RETARDER: [ J ( Required on the warm-in-winter side of all non-vented framed �I ( ceilings, wails, and floors. I ( MATERIALS IDENTIFICATION: Materials and equipment must be identified so that compliance can ( be determined. Manufacturer manuals for all installed heating ( and cooling equipment and service water heating equipment must be ( provided. Insulation R-values, glazing U-values, and heating ( equipment efficiency must be clearly marked on the building plans I ( or specifications. ( DUCT INSULATION: i Ducts shall be insulated per Table J4.4.7.1. i ( DUCT CONSTRUCTION: [ J ( All accessible joints, seams, and connections of supply and return ( ductwork located outside conditioned space, including stud bays or ( joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the ( manufacturer's installation instructions. Mesh tape may be i;l ( omitted where gaps are less than 1/8 inch. Duct tape is not i permitted. The HVAC system must provide a means for balancing air and water systems. ( TEMPERATURE CONTROLS: 7 ( Thermostats are required for each separate HVAC system. A manual ( or automatic means to partially restrict or shut off the heating ( and/or cooling input to each zone or floor shall be provided. ( HVAC EQUIPMFNT SIZING: C 7 Rated output capacity of the heating/cooling system is ( not greater than 125% of the design load as specified ( in Sections 780CMR 1310 and X74.4. j E ] SWIMMING POOLS: j ( All heated swimming pools must have an on/off heater switch and ( require a cover unless over 20si of the heating energy is from non-depletable sources. Pool pumps require a time clock. ( HVAC PIPING INSULATION: i ( HVAC piping conveying fluids above 120 F or chilled fluids ( below 55 F must be insulated to the following levels (in.) : ( PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" ( Low pressure/temp. 201-250 1.0 1.5 1.5 2,0 ( LOW temperature 120-200 0.5 1.0 1.0 1.5 ( Steam condensate any 1.0 1.0 1.5 2.0 ( COOLING SYSTEMS: } ( Chilled water or 40-55 0.5 0.5 0.75 1.0 i ( refrigerant below 40 1.0 1.0 1.5 1.5 i ( CIRCULATING HOT WATER. SYSTEMS: i ( Insulate circulating hot water pipes to the following levels (in.) : I! ' i ! -- JUN.15:2001 12.57PM PULTE HOME CORPORATION OF NE NO.483 P.24/25 woo.", r 0:7 t5p '57-35 �)4 )17Y A519q!� 776, 0,70 31 1 I I I I - �l 75 1 II i II I 1 1 II I i it i i ' II I � II I► Y _ I i Ij �I I ii .. "JUN.15.2001 12:57PM PULTE HOME CORPORATION OF N�E� I /�NO..4933 P.25/25 ';54 1�ftflr.✓Ai+J !/W`^ wa..•, �' , i II p i , � � x � - I' I t 4 1 Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C 0 V E R S H E E T Lot #84A, Forest View Estates, North Andover, Masaachusetts W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 22.5 MINIMUM PRESSURE PER SPRINKLER, (psi) 17.36 THIS SYSTEM OPERATES AT A FLOW OF 45.89 qpm AT A PRESSURE OF 65.54 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM -------------------------------------- 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC E Frazier & Wells Mechanical Contractors, Inc. • Fire Protection Specialists Lot #84A, Forest View Estates, North Andover, Masaachusetts PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: y� [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [V] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 18 5.40 43.00 23.39 18.75 19 5.40 43.00 22.50 17.36 THE SPRINKLER SYSTEM FLOW IS 45.89 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ J THE INSIDE HOSE [ ] RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- j STATIC PRESSURE 100.00 psi ! RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 295.89 gpm AVAILABLE PRESSURE 96.36 psi AT 295.89 gpm OPERATING PRESSURE 86.88 psi AT 295.89 gpm PRESSURE REMAINING 9.48 psi i THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A VBACKFLOW PREVENTER [ J METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE � VIII Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot 484A, Forest View Estates, North Andover, Masaachusetts PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve - -- FROM TO TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 45.89 45.00 0 0.00 100 111 8.550 0.000 1.733 86.88 79.15 6.00 202 284 45.89 585.00 0 0.00 100 111 8.550 0.000 6.067 79.15 73.06 0.02 284 184 45.89 50.00 3 1.66 100 17 1.481 0.158 0.000 73.06 64.91 8.16 184 3 45.89 34.00 0 0.00 100 17 1.481 0.158 0.000 64.91 65.54 -0. 63 3 4 45.89 4.00 2 0.95 100 18 1.265 0.340 0.000 65.54 63.85 1.68 4 5 45.89 9.25 32 3.32 120 18 1.265 0.243 0.000 63.85 54.80 9.05 5 6 45.89 13.50 3 1.99 120 18 1.265 0.243 2.925 54.80 48.12 3.76 6 7 45.89 7.00 0 0.00 120 18 1.265 0.243 0.000 48.12 46.42 1.70 7 8 45.89 3.50 2 1.33 120 18 1.265 0.243 0.000 46.42 45.24 1.17 8 9 45.89 3.50 0 0.00 120 18 1.265 0.243 0.000 45.24 44.40 0.84 9 10 45.89 1.75 0 0.00 120 18 1.265 0.243 0.000 44.40 43.98 0.42 10 11 45.89 7.50 22 2.66 120 18 1.265 0.243 0.217 43.98 41.29 2.47 11 12 45.89 10.00 0 0.00 120 18 1.265 0.243 4.333 41.29 34.53 2.43 12 13 45.89 3.50 2 5.30 120 9 1.400 0.148 0.000 34.53 33.23 1.30 13 14 45.89 5.75 32 9.27 120 9 1.400 0.148 0.000 33.23 31.00 2.23 14 15 45.89 7.75 0 0.00 120 9 1.400 0.148 3.358 31.00 26.50 1.15 15 16 45.89 6.50 22 9.28 120 9 1.109 0.461 0.000 26.50 19.22 7.27 16 17 22.50 2.25 22 9.28 120 9 1.109 0.123 0.000 19.22 17.80 1.43 16 18 23.39 0.25 3 3.31 120 9 1.109 0.132 0.000 19.22 18.75 0.47 17 19 22.50 0.25 3 3.31 120 9 1.109 0.123 0.000 17.80 17.36 0.44 A MAX. VELOCITY OF 15.23 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 16 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. MATER SUPPLY/DEMAND GRAPH Lot#84A,Forest View Estates,North Andover,Masaachusetts 150 00 ... 1 4ft 00 1'30 00 120.00 P 11000 R 100.00 .-. . E 90.00 S 80.00 �`--�-`"`� S 70.00 . U 60.00 E 40.00 .I 1:...... t. ...... 30.00 20.00 .. 10.00 ...: 0.00 0 500 1000 1500 2000 Supply: 78.00 psi 1540.00 gpm Demand 86.88 p:=i ;-0 295.89 gpm FLOW ....... LL.. ..:.... ...., _.... Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists PO Box 59, Methuen, MA 01844 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Lot *84A, Forest View Estates, North Andover, Masaachusetts W A T E R S U P P L Y STATIC PRESSURE (psi) 100 RESIDUAL PRESSURE (psi) 78 RESIDUAL FLOW (gpm) 1540 I B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 30 MINIMUM PRESSURE PER SPRINKLER (psi) 30.86 THIS SYSTEM OPERATES AT A FLOW OF 30.00 gpm AT A PRESSURE OF 64.28 psi AT THE BASE OF THE RISER (REF. PT. 3) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 017 COPPER TYPE 'K' 018 COPPER TYPE 'L' 009 BLAZEMASTER CPVC Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot '#84A, Forest View Estates, North Andover, Masaachusetts PAGE 1 i HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [✓] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 19 5.40 43.00 30.00 30.86 THE SPRINKLER SYSTEM FLOW IS 30.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 250.00 gpm [ ] THE INSIDE HOSERACK [ ] SPKLR'S. [�YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 100.00 psi RESIDUAL PRESSURE 78.00 psi AT 1540.00 gpm TOTAL SYSTEM FLOW 280.00 gpm AVAILABLE PRESSURE 96.46 psi AT 280.00 gpm OPERATING PRESSURE 78.25 psi AT 280.00 gpm PRESSURE REMAINING 18.22 psi THE ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 4 FOR A [V) BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE i Frazier & Wells Mechanical Contractors, Inc. Fire Protection Specialists Lot 484A, Forest View Estates, North Andover, Masaachusetts PAGE 2 F FITTING Equivalent Length per NFPA 13 1994, 6-4.3 ' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 202 30.00 45.00 0 0.00 100 111 8.550 0.000 1.733 78.25 70.51 6.00 202 284 30.00 585.00 0 0.00 100 111 8.550 0.000 6.067 70.51 64.44 0.01 284 184 30.00 50. 00 3 1. 66 100 17 1.481 0.072 0.000 64.44 60.73 3.71 184 3 30.00 34. 00 0 0.00 100 17 1.481 0.072 0. 000 60.73 64.28 -3.56 3 4 30.00 4.00 2 0.95 100 18 1.265 0.155 0.000 64.28 63.52 0.77 4 530.00 9.2.5 32 3.32 120 18 1.265 0.111 0.000 63.52 56.13 7 .39 5 6 30.00 13.50 3 1.99 120 18 1.265 0.111 2.925 56.13 51.49 1.71 6 7 30.00 7.00 0 0.00 120 18 1.265 0.111 0.000 51.49 50.72 0.77 7 8 30.00 3.50 2 1.33 120 18 1.265 0.111 0.000 50.72 50.18 0.53 8 9 30.00 3.50 0 0.00 120 18 1.265 0.111 0.000 50.18 49.80 0.39 9 10 30.00 1.75 0 0.00 120 18 1.265 0.111 0.000 49.80 49. 60 0. 19 10 11 30.00 7.50 22 2.66 120 18 1.265 0.111 0.217 49.60 48.26 1 .12 11 12 30.00 10.00 0 0.00 120 18 1.265 0.111 4.333 48.26 42.82 1.11 12 13 30. 00 3.50 2 5.30 120 9 1.400 0.067 0.000 42. 82 42.23 0.59 13 14 30.00 5.75 32 9.27 120 9 1 .400 0.067 0.000 42.23 41.22 1.01 14 15 30.00 7.75 0 0.00 120 9 1.400 0.067 3.358 41.22 37.34 0.52 15 16 30.00 6.50 22 9.28 120 9 1.109 0.210 0.000 37.34 34.03 3.31 16 17 30.00 2.25 22 9.28 120 9 1.109 0.210 0.000 34.03 31.61 2.42 16 18 0.00 0.25 3 3.31 120 9 1.109 0.000 0.000 34.03 34.03 0.00 17 19 30.00 0.25 3 3.31 120 9 1.109 0.210 0.000 31.61 30.86 0.75 A MAX. VELOCITY OF 9.96 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 19 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Lot##84A,Forest View Estates,North Andover,Masaachusetts 150.00 140.00 130.00 120.00 P 110.00 R 100 00 . . E 90.00 S 80.00 -`'�'-w S 70.00 U 60.00 ;. u.. R 50.00 E 40.00 : 30.00 _.. 20.00 ...... 10.00 0.00 0 500 1000 1500 2000 Supply: 78.00 psi 1540.00 gpm.......... .......... Demar d: 78,25 psi �280.00 g�pm FLOW IRI, Town o Andover 0 No. ~ o ndover, Mass., f7— / 7-a !o/ T 0 't- LAKE COCKICKEWICK A. \Ir �9SSAC HUS���� IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT .... Bv.li.................. ...o&......0..... .............A.....).... ...6-• ....................................... has permission to excavate and pour foundation at 3.5 t for the purpose of..��l...���1�..............�.........1.�.�..a!1.A*�.ed.....S1.A��..��....� M'1/.1 The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. 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. J, BUILDING INSPECTOR to Tfq Town of EAndover k VIn No. Al a t- L p dover, Mass.,_J— f7 COCHA�RATEO PPS\ �� 9S H E� BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System r BUILDING INSPECTOR THIS CERTIFIES THAT ...... .. ....... ... . m 5........ .............. ..... .................................................. Foundation has permission to erect................... ................... buildings on .. • ..8... ....P0161*1WOM. . . . Rough QQ � c to be occupied as 1.0.14.P0.�-/.43 4y.....B.���..�R.�7� �I.. ��............45nlv�..�/..m�... ..?� nalprovided that the person accepting this permit shall in every respect conform to the termsa application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Intion, Alteration and Construction of Buildings in the Town of North Andover. ( D SC / (30 sp c161 S1 Q Be PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTI T T 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. Loi E L 2- W AYIOD� PULTE H11ME C [IRPI] RATILIN 11 F ` f-A-1 C"", (""Cl . MASSACHUSETTS PULTE Muster Bullde 176 East Main Street , Suite 1, Westborough, Massachusetts 01581 THE WELLINETEN th GARAGE LEFT i DRAWING INDEX A-1 ELEVATION 1 A-16 BUILDING SECTIONS/DETAILS A-2 ELEVATI❑N 2 (BRICK OPT, #1) A-17 WALL SECTIONSA-18 WALL SECTIONS (BRICK VENEER) A-3 ELEVATION 3 (BRICK OPT. #2) A-4 ELEVATION 4 A-19 FINISH BASEMENT PLAN A-20KITCHEN & BATH PLAN/ELEVATIONS A-5 ELEVATI❑N 5 (BRICK DPT. #1) A-6 ELEVATI❑N 6 (BRICK OPT. #2) A-21N❑T USEDA-22ELECTRICAL PLANS A-7 ELEVATION 7 (BRICK OPT. #3) ELEVATION 8 S_1 FOUNDATION PLAN A-8 S-2 FOUNDATION PLAN ❑PTI❑NS A-9 ELEVATION 9 (BRICK OPT. #1) S-3 FOUNDATION DETAILS A-10 ELEVATI❑N 10 (BRICK ❑PT,#2) S-4 FIRST FLOOR FRAMNG PLAN/DETAILS A-11 ELEVATI❑N 11 (BRICK OPT. #3) S-5 SECOND FLOOR FRAMING PLAN/DETAILS A-12 ELEVATION 12 P❑RTIC❑ OPTS, S-6 CEILING FRAMING PLAN/DETAILS A-13 FIRST FLOOR PLAN S-7 ROOF FRAMING PLAN/DETAILS A-14 FIRST FLOOR PLAN OPTIONS 11.01 INTERIOR DETAILS ` LL A-15SECOND FLOOR PLAN 12,00 FIREPLACE DETAILS t 15.00 OPT SUNRO❑M 15,01 OPT. FLORIDA ROOM ©_ COP-"; T 1997 PULTE HON CONT, RIDGE VENT I I CONT. RIDGE VENT - W _ CONT. RIDGE VENT CONT. RIDGE VENT Z Cb ` • ASPHALT SHINGLES 91.�z. �9 FYPON # 660R-28 � ASPHALT SHINGLES L- Li ND CLOSED BITUTHANE 18' HGRZ. AN LOUVER 18' VERT. AT ALL WALL Q T_OP OF PLATE ROOF JUNCTIONS 99 Z r-i 1x6 CORNER ASPHALT SHINGLES ® Q = BOARDS ASPHALT SHINGLES FYPON # 6 W f- 60R-2 FYPON #850 28' ROUND CLOSED DOOR HEAD W/ LOUVER Q LEAD FLASHING I�Q 12 12 J L.1 -- _ 49-------= PREP 0 .0O 1st FLOOR ---_-_ _-_---_-- ® LLJ 8-0' x 7- 0' FL CONC.I FOUNDATIONF-fl 1x6 CORNER m WOOD INSUL. O.H. DOORS II �� _—_-- _B SEMENT FLOOR F K F F BOARDS PULTE C------------ ---- --------- Master BWlde --------- _ _2n_d FLOOR 913110"❑PTI❑NAL" FRONT ENTRANCE ARAGE HEADS W/ LEAD 1x6 CORNE FLASHWG BOARDS BITUTHANE VERT. @ WALL 10' 0AND 18' MIN. HGRZ. ON ROOq q ® A A El o F APPROX, FINIS GRADE A A CRICKE ----- _1st FLOOR BITUTHANE IS 8 8 APPROX. FINIS VERT. & 18' HO IDLE VENT GRADE U 3 SIDES o I 1x8 WAIfERBOAR➢ W/ PILIS # 1030 FLUTED CONT, LUM, CAP FLASHING I Z -- ------- ASPHALT --- -- v I __ � RSTEPSEQUIRED PD_�STERS SHINGLES 12'ISIDELIGHTS ---------------------II--I I I J CONC. FOUNDATION I I 1x5 CORNER, _ __ __ _ _ _ _(BASEMENT FLOOR HOARDS L— -------Z—--- — ———— ----------- L�I . W Ilk FRONT ELEVATI❑N - ELEVAT❑N #23 - ��--_-- _---- FOR 'OPTONAL' FRONT ENTRANCE PORTICO SEE DWG A-13 1/4' Y- 0' CONC. FOUNDATION j� 8'-0' x 7'- 0' FLUSH WOOD INSUL. O.H� DOORS -- -- ------ RIGHT END ELEVATI❑N 1/8' = 1'- 0• DRAWN BY J.A. Bnstien DATE 10-31- REV. No. BITUTHANE VERT. @ WALL 1 12-06-9 10, 0, AND 18' MIN. HORZ. ON —CoRIDGE VEN RIDGE VE ROOF 2 01-16-9 3 7-4-97 8 CRICKE ASPHALT g 47-213-9? 8 SHINGLES 1CRICKE BITUTHANE 18' 81 RIDGE VENT ASPHALT SHINGLES WOOD FRAMED 8 VERT. & 18' HO 3 SIDES CHIMNEY T ASPHALT ---- --SHINGLES7 - -- -- -- --- 5 1x5 CORNE BOARDS 1x5 CORNE HOARDS aiEmil / 1x8 WATERBOARD W/ CONT. ALUM CAP FLASHING I I I I I ( APPRO). FjIN. x 7 0' FLUSH CONCRETE FOUNDATION WOO '- I I I I -------GRADE CONCFOUNDAT[© / WOOD INSUL. O.H. DOORS _-- ----=------- -- — ------ --- ---� _ - -- --- CONCRETE—FOUNDATION—_— - LEFT. END ELEVATI❑N REAR ELEVATI❑N RIGHT END ELEVATI❑N 1/8' = 17- 0' 1/8' = 1'- 0' 1/8' 1'- 0' _ n - Q COPYRIGHT 1997 PULTE HOME CORPOR ON OP OF PORTICO cy TO WALLS � lD - - I I BE 6 3/4' ABOVE TOP 6' SLEEVES -- OF FOUNDATION WALL— ——————- r-i .--i --------------, — c 6' CONT. FODTING_:i� Ln I L DRAIN I A W o =7——— 0 z OPTIONAL PORTICO FOUNDATION L--- :D W � o LJ pq � Q o PARTIAL FOUNDATION - ELEVATI❑N #1,2 WITH ❑PTI❑NAL FRONT P❑RTIC❑ 3 PULTE I I o I I Muster BWlde L--- ---- ------J I4 L ------ ----- -� r I I 14' WIDE x 8'tllEEP r------ �__----- I BRICK SHELFI I--- ------ L----------- —_ -------- 6' F TING� I I 6' C T. FO TING L-- J E DRAIN SLEEVE D3 L-- J E AIN 4' WIDE x 8' DEEP -I �--- -- I I---BRICK SHELF (TYP) II I 6' SLEEVES 6' SLEEVES----- — CONCRETE VING WALLS 1 1 FOR MASONRY STAIRS C FOR MASONRY TAIRS L_-- DROP 2'- 0' BELOW T.O.W. I-J LJ L--------------- DROP 2'- 0' BELOW T.O.W. I— L PARTIAL FOUNDATION - ELEVATI❑N #2,3 - BRICK ❑PTI❑N #3 PARTIAL F❑UNDATI❑N - ELEVATI❑N #2,3 - BRICK ❑PTI❑N #2 4' WIDE x 8' DEEP BRICK SHELF (TYP) E I I I L---------- - 6' CONT FOO NG�- DRAIN SLEEVE J r 6' CONT. FO TING I --� r— — F---J A I I I RAIN _ 6' SLEEVES I I I I L_ -3 I I I DRAWN BY COFOR NCRETE WING WALLS MASONRY TAIRS -LJ LJ0-31 L DROP 2'- 0' BELOW T.O.W. L -- J.A. n DATE. 1 10-31- 6 REV. No, 1 12-06-9 2 7-04-9 PARTIAL F❑UNDATI❑N - ELEVATI❑N #2,3 - BRICK O 4 12-18PTION #1 R AL F UNDAT N - VATI❑N 2 9 4 12-18-9 1/4' = F- 0' I I I I I o I I I I L----------------------------------- 4-1 I I I ------ a ----------------� I I 6' NT. FOOTINGDRAIN I I D 6'�NT. FOOTING SLEEVE -3 E I DRAIN E 6' SLEEVES 1 1 6- SLEEVES EEP WIDE x 8' DEEP I I I I BR CK SHELF TYP) q I I I BRICK SHELF (TYP) I I I I I 1 -�' CONCRETE WING WALLS J L L------- -----------1 I o CONCRETE WING WALLS J L I L_ FOR MASONRY STAIRS I FOR MASONRY STAIRS DROP 2- D' BLOW T.O.W. --------- ------------ DROP 2- 0' BELOW T.O.W. L--- C3 FOUNDATION PLAN - ELEVATION #1 - BRICK OPTION #2 FOUNDATION PLAN - ELEVATI❑N #1 - BRICK OPTION #1 . 1/4' = 1'- 0' S El R © COPYRIGHT 1996 PULTE HOME CORPOR ON _ cn W ° GENERAL NOTES: z � 00 1) ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR 95% U) • I COMPACTED GRAVEL FREE OF ALL ORGANIC SOIL AND DEBRIS. W CD ---- WA L UPTING AND 2) CONCRETE - FOOTINGS 3000 PSI, WALLS 2500 PSI, FLOORS 3000 PSI I- 3) CONCRETE FOR BASEMENT FLOOR AND GARAGE FLOOR SHALL BE REINFORCED (� F 4) ALL FOOTINGS SHALL BE FORMED TO THE SIZES SHOWN ON THE Q r--------- --------� DRAWINGS W/ REBAR AS INDICATED• I I I I ED 5) PROVIDE ANCHOR BOLTS OR STRAP ANCHORS 18' FROM ALL CORNERS AND 8'- 0' CENTERS AT PERIMETER. = Q 6) COORDINATE ALL WALL SLEEVE LOCATIONS W/ VARIOUS TRADES AND I I THE JOB SUPERENTENDANT, 7) NOTIFY ARCHITECT OF ANY DISCREPENCIES BEFORE PROCEEDING WITH WORK. I I REINFORCED CONC.SLA I OVER 6 MIL POLY AND 8' OF COMPACTED GRAVEL. I ` Q ED PITCH FLOR W TOWARDS O.H.D. IMPSON ACB66 r T C--LUMN_TSES -- _ --T--� I i 40"M.O.OPTIONAL BULKHEAD - pp U L$I de STEP FOOTING AND I 42-_' DIA 10 OTUBE m WALL UP I PIERSII(TYP) 2-00 o I I T-0" T-0" ' I I A INE DECOF K ABOVE I 8 6 --- — ----------------J o MASONRY O RE LACE it — I, FOOTING 0 D 0, --- 6' CONT DRAIN r---- L-_._._._—.—. —3 ----------- � —� ------ ----------- ------- r-- , ------- -7 8'1 4 B'-6" '-7 22•-4" o qF ----- ----------------- -------_-- El --------"❑PTI❑NAL" FR❑NT ENTRANCE GARAGE --- ------------- ---------- ----------- -------- LLAR1/4' = 1'- 0' SASH �2' ELLAR LD FULLOUND. REINFORCED CONCRETE SLAB I SASH FULL WALL I HEIGHT FOUND. STEP FOOTING AND I �� WALL WALL UP I I I I I H A —3 I 7-7 0 30%11GA 6' SLEEVE I ADJ.SR. COL. 3"0 X 11GA ON 36"X 36"%12'• ADJ.STL COL (7K) CONC. FOOTING. ON 24"% 24"X 12" I A J rr /(3) #5 E.W.B. 101 POINT LOAD FROM ABOVE . I ------- -------- I L--j3> CONC.FOOTING. I -3 LAM ® TOP OF SLAB I o I----- -- --i—, r 1 3/4' x --�VL ORr---------- ------Igg= POCKET (2) 1 3/4 X 1 J 6' LVL BEAN I14' BELOW TOP I j=-=--' —�--—=�---_-_-� ��.�G��= :—�---=-=-fi-= -fi6' SLEEVE I OF WALL HIGH L 7kJ L-(11 k� L (9k) L -J L- SILL LOCATION POINT I I I-- i < JJJ ;o w 4' X 11GA I ADJ L. COL. --------r�-,I II 4"9%11GA I - r ---- - n ro pN 36'% X 12•' ^'-'--�- }- "--J ACJ.SIL.COL(17k) BTHRU ROOF � r -- ---- A I I CONC. FOOTING. j L J O)J 36'X 36"X 12" ____ - _ I W/(3) 5 E.W.B. `;' ' REINFORCED CONC.S AB I I W/(3)ps FOOTING. i TOP OF SLAB o / OVER 6 MIL POLY AND 8' I 2x10 DS I PX 4"X 2" 4' BELOW TOP OF COMPACTED GRAVEL I I I PITCH FLOOR 4' TOWARD O.H.D. I a I TREADS aP �4' 2CONC?FOOTING. I OF W ALL POINT I _I 30'x 12' CELLAR - RHIGH AIL A i i DRAWN BY SASH UPI J.A. Bastien -- ----- ----- ------I f I I I PATE 10-31- 6 D I I 16' 7 3/4" I 4' REINFORCED CONC.SLAB 6' SLEEVE o LINE OF OPT. SUN ROOM I 10' x 20' CONT, CONC. OVER 6 MIL P LY AND 8' I REV. No. I — I 1 I FOOTING W/ (2) N5's I OF COMPACTED GRAVEL. o 1 12-06-9 TEP FOOTING AND m m o I CONT, FLOOR 4' T WARDS.O.H,D. - 2 7-04-9? ----� s WALL UP i a I L-- - ------ --------- 3 7-28-9 L-------- ——————————————————————-- ——-- 4 12-18-9 -- l a 6' CONT. FOOTIN �- D I A SLEEVE _3 I -3 STEP FOOTING AND WALL UP j I I I m I (---- --- ----- L-------- -------------� I j C FOR OPTIONAL FRONT ENTRANCE GARAGE SEE DWG. SI S— I I I I L_ ________________ ___� D < OPTIONAL THREE CAR GARAGE SEE DWG S1 "❑PTI❑NAL" THREE CAR GARAGE F❑UNDATI❑N PLAN 1/4' = 1'- 0' 1/4' = 1'- 0' - 1R © COPYRIGHT 1997 PULTE HOME CORPORATION COMPOSITE SHINGLES 10'-0" 10'-0° I-4 ' REF.PRWUCT SPECS 2852 TWIN E- 1,41, 5101NO-REF.PRODUCT DN 050 54 TWIN .WF. 5PECIFICATIONG 'O NOTE Ip1E° 12z® IZ%10 DECK ca REFERENCE PRODUCT SPECS FOR N,PN,SECURf1Y SYSTEM \ FLORIDA ROOM REF.PR00.5PE65 FOR WD OR VINYL CORNER JA VACUUM LOLA7DN5. \ _ o c - � a FAV--VV- <� 'J \\AOEOUATE SUPPORT ,h^ - ;G REF,REAR ELEVATIONS FOR ADOITIONAI, INFORMATION 77 LI - - - . Y ® � FIRST FLOOR PLAN - 14=1-0 REF.BASE PLAN FOR INFORMATION NOT SHOWN M a O 11.0 2x6 a 16°oc 57uD WALL L 10.0 255OH TWIN 3050 5H TWIN APPROX.FIN15EO GRADE e IN5ROUND LONOIT ION _ I———————————— \Q o ~ 177V71-71 o III-MIF-I-Hp PROVIDE DRAIN TIIE AROU\Y7 I � I - ��J__I-JIII�J__I�JBe aEa oe°rPA oNDVEo°N I I @J Ig - I:T, III I I I II I I p GEOTECfiNILAL REPoRT. I � Qo � w III-F-IIII-I-Hp � - - - - - � - - � Ll=Au=L-A - I lag I I REF.FRMG.PLAN FOR L -d- J BEAM®FOOTING L 10.0 CONIC. F❑UNDATI❑N EAR ELEVATION --� � b ------ �v REF.FRAATIPLAN --------- ---� ROOF RAFTERS NOT SHOWN. ` —————_——— _ V 2x4 LOAD BRC.STUD WALL. LVL 8M SEE PIAN FOR 51ZE. I ——————— — W/2"INSUL.BEHIND L—J _ p[ SEE RAN FOR INFO. 5EE MFR'S SPEC 5 FOR �J MULTFPLY CONNECTION DETAIL. I I OPT,5TUDY ROOM OPT.REG ROOM 3/1'TSG PLYWD.SUBFI.. 1.CE IL'G JOISTS SE TE• /� W PLAN FOR 51111 SPACING, I I R 5 0 0f'MINN.ALONG 5IVE5. RESUPPLTiSIRETIMN PLENUMS I I c 3/8%x'LONG LAG SCREW. FOUNDATION PLAN- WALK-OUT GOND. e OPT.FLORDA ROOM rte, r", ---------zo - s3 Til FL.JOISTS W/TOP DOUBLE WALL TOP PL'5 - FLANGE STRAP HANGERS. 6'412"x3 I/2°x114°°L SHAPED° m'¢ I ——————————— - SEE PLAN FOR SIZE 4 SPACING. STL.PL.W/I/2'e THRU BOLT o \O1 - INTO THE LVL BM. 0 ATI W/ .B AO t IS MULTIPLE STUD 60L GLUE 8 NAIL EACH PLT 70 TIE zz C OTHER W/16d NAIL5 a B'O.L. 5EE PLAN FOR SQE Y o I SECTION�T O PROVIDE DRAIN TILE AROUND F SECTIO LVL BM.OVER WOOP P05T AT WALL END m � PER IEO.TV OF FOUNDATION o•1e°.aexs\woWosr-uD A5RE00BT APPROVED SCALE: 3/4" = l'-O" $r I GEOTELNNILAL REPORT. a -_--_ REF.FRMG.PLAN FOR I L gg — I 5EW6 S FOOTING I I — \01 .f0-0 - o 0� li < °' 2'-0" — � as o G __ I REF_FRAMING PLAN F _ 'ter CON 51TE SHINGLES ROOF RAFTER5 I T— i 1X� I.00 ter— L—J --------- ---- � "3 ��i REF.PRODUCT 5PF65 q 3� 3� 2 �--------- II BEPM POCKET E.E. —I I ����Ci OPT.STUDY ROOM OPT.REG ROOM REFK9.D0 I -- REP.5HT.13.00 FOR _ PL FOUNDATION PLAN- INGROUND GOND. FLORDA ROOM NUNS &RETURN LVL WEAN . 5101w,-REF.PRODUCT - 1/4'=0-0° SPECIFICATIONS CEILING J015T5 2.2z10 CONTINUOUS 2.2x10 TSF.PROP.SPECS FOR at KIT = 2 10H AT = _ _ _ — - y zo WO OR VINYL CORNER M a = FLORIDA RM WA:.I'OJTW I.00 �p � DRANK BY: DORASPOUT S SPLASH BLOCK =_ 2zl R R R e 16 O.L. DATE: (/13/99 �F'8300 1ST 1 I B°I- 1575 191 O.L. o = _ _ -APPROX.FINISHED RtADE TFW REF. MG. LANE e IM5ROURO CONDITION III rl-I rI-11 I 31e ICA. J.5 .COL 7-2x6 — III I_IJI I_I III LVL BEAM w/ 'X3'x 12'W'/314 :i2l-;T14 7-2x6 401 BC T.EW 402 STUD W \ \ A-II-I-ILII _ 0%ALK-WT 9.01 T E EO Y B 0.' L VE 135MT STUD WALL " G. 15T AR HUN TO VL AM 2 3/4 9 / L L -1 3/ 1 2'LV1F.7 42"x4e 9 O.0 T. ( 6.2x1 8-2x4 PYIELAIlrl-Irl-lyll E.war_ wLK-oUr sr _ — III I_I 11 I_I III yk W' SHEET / III I I IF I I III p 1'%B' AL 0 WI O 5 _ �LI-ILLI-IJ� U EF FL FRM PLAN J I 101 TO _ s¢Ei NULe�R EF ND R MG AN 11 11 11 11 1 11 11 V OE ELEVATION 5EGTION A-A w,'4ee�'o?'eor° FIRST FLOOR FRAMING PLAN ftRWEF�0A5EPLANFORIFORdATIONWCTSHOWN ROOF FRAMING PLAN �f�� (P7pL.V•L. PmtA I2o.�, o 15•®1R 1/4'=P-0' E.WAY a WALKOUT 114':04 51UP WALL /4°°I'-d' © COPYRIGHT 1999 Pulte Home Corporation �_ M WIND❑W SCHEDULE DOOR SCHEDULE W .° 1x3 T RAKE FASCIA 1x8 SUB RAKE & 1x3 TOP RAKE I # QUANTITY GLASS SIZ TYPE R.O. # QUAN SIZE LUCATIUN R.D. txe RAKE FASCIA Z 3'- 0' x 6' 8' 1x5 FRIEZE BD. ❑ OD A 12r 28 x 34 SINGLE D/H 2'-10 1/2' x 6'-5 5/8' 1 l W/ 2 SL's FRONT ENTRANCE 5'-6 1/2' x 6'-11' 3/4' CONT, BLOCKING L FRONT FACING GABLES LEAD FLASHING I B NOT USED 2 1 RANSOM FRONT ENT. W/TRANSOM 5'-6 1/2' x 7'-tl' ONLY. ALL OTHERS \. 2x3 BL❑CKIN PAINTED TO LLJ CD 0 x 6'8•W/ L FLUSH W/ NO FRIEZE BD. r i �.._.. MATCH TRIM C 3 28 x 34-2 TWIN D/H 5'-8' x 6'-5 5/8' 3 1 2'- 8' x 6' 8' GARAGE ENTRANCE 2'-10 1/2' x 6'-11' 2x6 SUB FASC (� LEAD FLASHING PAINT NOTCHED 2x6 BLOCKI Q D 1 2035-2 CASEMENT 4'- 1 3/4' x 3'-5 3/4' 4 1 6'- 0' x 6' 8' SLIDER 6'-3 5/8' x 6'-8 1/2' TO MATCH TRIM 2x3 BLOCKING—,' 1x3 TOP FASCIA z E 1 28 x 20 SINGLE D/H 2-10 1/2' x 4'- I 5/8' �flx8 SUB FASCIA :E Q F 8+ 28 x 28 SINGLE D/H 2'-10 1/2' x 5'-5 5/8' 1x3 TOP RAKE FASCIA L:) G 1x6 FRIEZE BD. OVER— 4 28 x 28-2 TWIN D/H 5"-8' x 5'-5 5/8' C2) 1 3/4' x 11 7/8' 1x8 RAKE FASCIA 1x6 FRIEZE BA OVER 1 LVL HEADERS W/ 2J + 1S E.E. 3/4' CONT. BLOCKING 3/4' CONT. BLOCKING W ~ H NOT USED @ WALK-OUT BAY 2' 0` 11 1/2" 7/16' OSB SHEATHING---- 1/2' (/J � WINDOW OPTIONS 2x4 GABLE END STUD CEDAR SIDING Q 1 2 20 x 24-2 T/G TWIN D/H 5'-8 1/2' x 4'-9 5/8' — -------- 1x5 CORNER B W 2 X 6 RAFTERS J ]w€ IXEA '-GLASS FIXED 4'-1 3/4' x 5'-5 3/4' cu I��J @ 24' O,C. N 2 ti`'�� (� -4' x5938' K I 1828/28x28/182 TRIPLE D/H VERIFY x 5'-5 5/8' N O • � 3 L NOT USED ,f`F �2)2 E,E ELEVATI❑N SECTI❑N n Mr IN 3062 FIXED 3'-10 1/2'x 6'-5 5/8' 2' 2 1/4 5' 0 3/4' 2 1/4' 9' 5 1/4• PIEGE❑N WALK DETAb6T GABLES ONLY - Nx 20 1862 SINGLE D/H 2'-2 1/2' x 6'-5 5/8' �/ // I' = 1'- 0' P U L T E O law. FIXED GLASS FIXED 5'- 5' x 7'- 11/4' "OPTIONAL" WALK❑U Mnster Bullde 5'-4• x 5'- 9 /a BAY WIND❑W pPi.ftOPoUA RDO LOC 6' HIGH PT 1/4'1t lir 1V PT WOOD RAILING DECK STAIR LOCATION ' O GRADE TO BEZERO CLEARANCE FIREPLACE DET -MINED IN FIELD GPnnn 'OPTIONAL'WI WALKOUT CENTERLINE F WALL 92 60.000 in4 111710 BAY WINDOW SEE TO CENTER INE OF ETAIL THIS DWG, B ]re Tlp A ZIO ■ QUANTITY TO BE VERIFIED WITH PLAN OPTION SELECTED WINDOW OLD) ON OPTIONAL WALKOUT BAY WINDOWS 2) X (2) X 10 I 2) 2 X 10 Now MASONRY OPENING INDICATED COORDINATE W/ WINDOW (2) 2 10 W/ WIN 6' 11' HE pHT 2J * S E, 2J + S E.E. IO 2 1S E.E. W. MFG At TO THE ACTUAL ROUGH OPENING 2J + 1S E.E. OD OO 1 + 1S " OO w-' O J 6'0'x 6'8' SLIDER 7I0 AL ' 6' SLIDER 'O TIONAL ' 6' S IDER +N �J 'OPTIONAL' ��- _ �, 4 X 4 POST--/ W/ TRANSOM ABOVE W/ TRANSOM A OVE +N ° W SINK Z PTIONAL' x g- SEE DWG, A-20 FOR 33' HIGH WALL W/ PRE-FAB FIREPLACE _ KITCHEN LAYOUT 5/4 WOOD CAP R.O. 48' X 42' !'N REF. SHT. 12.00 ;(:INE OF P AsovE DINING KITC EN BREAKFAST _ SHELF & .50 ,5 /4 .. FLAT I _-- HARDWOOD INYLb �- N❑VINYL❑K FAMILY ROOM LIVING POLE (TYP) (TYP) U CARPET LIBRARY PULTE COLS. REF G. t2' DEEP FALSE ... pp.... REF. N/11.01 HEADER AB VE z (2). 0..... O o - SEE ELE A-20 _ _ ..N y OO OA O I o 1J + 1 I O O OACF) c.i :: 4 SHELVE ? .d ..T ..T SHELF -ICU 'RI P j Altz-17�}I + (2)2x10 (2)2x10 6'x6'8 in 6' (2)2x10 (2)2x10 'OPTIONAL' C,❑, x ABOV 2 @ n/ 1J + 1S IJ + IS 1J + is 1J + 1S wo ) 2x10' EADER E ELEV, A-20 S 3 HIGH WALL W/- IJ p V m I) VERIFY FY HGT CAP 3PTIONAL' DNC, WALLS 8 0 A.F.F.WN BELOW Hx _ .. .._.__-.-.. WALL I YER �-` - .4').ira. - .-..- -lam , / E Vi .... N _ o°i 0 1 CONC, SLAB W/ �(v F '6'x6'8' AD FROM N - HVAC SE la.h]ti`2qb #5's 16' O.C.E.W. __0 d I x I I I III I I " 'OPTIONAL' x6 STUD WALL DN© HE 'O T NAL' A T � �i j ti m I I I 'x B' WOOD INE OF ROOF ti- e TILITY SINK N . COLUMNS ABOVE rn x RAIL .A N 0' HIGH KNEE RAIL j DRAWN BY CONC. SLAB N r - I c'- + AIL OVER �• yA L J.A. Bastlen 8' HIGH WALL + AV CLG. HGT. - •-Irrn+ /I'Ip- 1 -U ,o s. T 8' w/ 2X4'S T. STEPS W 2/6 PAIR DATES 10-31-9 B• I' 1 EDGE .q p AS REQUIRED o i.io LIVING HARDWOOD p CA Id. O 15 UTE REV. No. vi CARPET = LINE OF +6- j 5/8' TYPE 'X' FIRE RATEDti 1 12-06-9 "OPTIONAL" CAN❑P Y PLAN ELEVATIONS #1 & #2 x UP FL0❑R ABDV E p a , GYP BD. HANDECEWALLS I ILING X �" 2 01-15-9 1/4' = 1'- 0' +N o 'OPTIONAL' o NN I 3 U-2 �v F FOYER 2 'x 68' 1 BOOKCASE j ,1 OPTIDNAALL' W," GARAGESrL3 COL,0C16kHEE� I m 5 Z1' HELF B. LIBRAR - - ----------------- - 9145 c2> 2 X 1p (2> 2 XE 10 I 6'9' II ------------- , IJ + 1S E.E,' o POLE CARPE CENTERLINE OF o ;f MINE OF PLATFORM-7 LATFORM 1J + IS E.E. W14��ABOVE = 1 SHELF !L ".50 ABOVE 5 x4 ON FLAT I _-_ Oq / (2) 2 10 O O ffOH ouj z POLE (TYP) PH (TYP) 2J + E.E. j LOCATION OF OPT.SUNROOM ..' ..-.- x6 EXTERIOR ALL (2) 2 X\III-..-.. (2)�X 10' REINFORCED CONCRETE SLAB 1 N LIVING LIBRARY AT FOYER NLY IJ + IS E.E. TIJ + 1S E.E.1 PITCH 4' TOWARDS O.H.DMRS 'OPTIONAL' WALKOUT PTIONAL' WALKOUT J x ❑P T. S U N R❑❑M O CF) 'x O O X 8' 11 O O O pKBAY WINDOW SEE BAY WINDOW SEE DETAIL THIS DWG. DETAIL THIS DWG. O O o N "am (2)2x10 (2)2x10 6'x6' m ' (2)2x10 (2)2x10 REQUIRED B ' C2) 2X10 > x10 IJ + 1S 1J + 1S (2)2x10 IJ + 1S 1J + is 1J + IS E.E. 10' FOUND. WALL 1J + S E.E. 1J + 1S SEE DWG. A14 FOR FRONT I m ENTRANCE GARAGE AND THREE CAR GARAGE OPTIONS IO Q NOTE: Q m STEPS AS -_-_-_-..-..-..-..__-..-_-..-..-.._..-..-..-..-..-_--..-..-..-..-..._ FIRST FLOOR HEADER HT. 7'-1D' = REQUIRED Rwvv�- LOA& A PARTIAL FIRST FLOOR - ELEVATI❑NS #2�& 3 FIRST FLOOR PLAN - ELEVATI❑N #1 ( 2098 S.F. TOTAL AREA / 1630 S.F. LIVING AREA ) 1/4 1- 0' FIRST FLOOR STUD HEIGHT 103 1/2' / SECOND FLOOR STUD HEIGHT 91 1/2' 1/4' 13 PROVIDE 2x6 BLOCKING @ 54' AND 96' ABOVE SUB FLOOR AT ALL UPPER WALL CABINETS a ® COPYRIGHT 1997 PULTE HOME CORPORAON WHIRLPOOL HEIGHT 19 1/2' T FRAME PLUS 5/8' PLYWOOD (1)BEDROOM #2 BEDROOM #4 ❑PEN FOYER BEDROOM #4 SCREWED ON TOP - 20 1/8' - W 10 303 703 ❑PEN ❑YER 303 307 ro 303 303 30 \ 303 303 TO FINISH W (2)2x10 (2)2x10 PLANT HELF (2)2x10 (2)2x10 (2)2x10 (2)2x10 iJ + IS 1J + 1S OD 1J + 1S 1J + 1S (2)2 0 (2)2210 (2)2x10 IJ + IS IJ + 1S IJ + 1J + 1S IJ + IS 2x6's W/ 5/8' PLYWD (/) CO 30 OVER FACE (TACK ONLY) q O O (2) x10 OWLOCK SILLS 11 IS I OF OFOO FO F I W O 4' BRICK I 4x4 NEWEL 90# LLED I 1,20 VENEER POSTS W/ OFING D RAIL AT EV, 2 - BALL CAPS OOPERIMETER 2x4 PROVIDE 15' LEV. 3 O CLEAT WIDE ACCESS z OPENING I Q = FACE OF GYP BD L7 WHIRLP❑❑L FRAMED W PARTIAL 2nd FLOOR - ELEVATI❑NS #1 & 2 ❑PENING ~ w CQ o PARTIAL 2nd FLOOR-ELEV, #2&3 - BRICK OPT, #2&3 1/2' = 1•- 0' @ OPTIONAL ENTRANCE PORTICO D 1,D W n fl- 3 4' BRICK 2x4 CONT. VE . CL 2x6 STUD WALL VENEER lx WOOD FILL_ CONT. VERT, PULTE BEDROOM #2 BEDROOM #4 O OPTIONAL Mnster Bullde 303 303 OPEN OYER 303 303 ARCHED WINDOW FYPON p IOIOA rROWLOCK OPTIONAL (2)2x10 (2)2x10 PLANT ELF (2)2x10 <2>2x10 AT WOOD SIDING 5 1/2' FLAT CASING CHED WINDOW 1J + 1S 1J + IS 1/2' PLY OD 1J + IS 1J + is ODD CLAPBAORD BRICK OPTION STACK BOND L SILL AT JAMBS O O 1/2' M.O. + is ❑PTI❑NAL ARCHED WIND❑W PLANS ELEV. 29 4' BRICK VENEER ELEV. 3 O ROWLOCK SILLS B �— (2) 2 X 10 (2) 1 3/4' X 1/4' LVL TI NAL DIRECT VENT (2) 1 3 4' X 9 1/4 LVL 1J + IS .E. 2 + 1S E.E. 'ZE O' CLEARANCE GAS 2J + 1 E.E. O SHEPOLE O OG BEDROOM CLOSET �y ISthRE CE O IOa O PARTIAL 2nd FLOOR - ELEV #2 & 3 - -17 BRICK ❑PT, # 1 O II 2'0'x6I 2J + 1S E.1 3/4' X 9 1/4' LVL (2) 1 3/4' X 9 1/4' LVL '8' I E. 2J + IS E.E, • II 'OPTIONAL' PR 1/4' = 1- 0' x � .. 2'0'x6'8' DOORS -..-..-..- .-..-..-..-..-..-.. � Cl2O'o'x6'8' MASTER BEDROOM —, ti 24'x6'8' SITTING ROOM j I •, P65,750IV j ti BATH A SHELVES 'OPTIONAL' 5th - BEDROOM DOOR DEEPHFALSE CEILING BEDROOM #2 EN FOYER BEDROOM #4 c �D TAYNEDER N 303 903 303 303 303 �, v LINEN ?0 BEDROOM #3j ON\ h BEDROOM) a J o (2)2x10 (2)2x10 )2x (2)2x10 (2)2x10 nJ a b j a_w� IJ + IS 1J + 1S 1J 1J + 1S IJ + 1S 'x6'8'C D• I 14, \ 4 4• HELVES j rnx m I W HIGH WALL :: SLOPE w i m 2'4'x6'8' AL WOOD CAP j IC .__ _. + OV-RF OF F � I pPTI NAL OPEN RAIL L_..-.-..-..� o � 20+ � � OVLOCK SILLS 4' BRICK I OPTIONAL WINDO, VENEER j Cio. 'x6'8' o I D I s HALL ® O N N1 I x6.8 I B ON VANITY A L 2'4x6'8 LI - - --J zo �p Wq.u. DRAWN BY SHELF J — BATH • J.A. Bastien SHELVES _ 2'6'x6'8' k68 C.D. w DATES 10-31- 6 o. PARTIAL 2nd FLOOR - ELEV, #1 - - II sH LF 1�0 CL 3 Ny -I 3/ V• N1 OLES �� """ r 1 12-06-9 BRICK OPT. #1 & 2 -11 1,2 --- --------- ------- HIGH =J 2'4x6'8' MASTER BATH �• 2 01-16-9 2 'x 6'8' POINTa 3 7-04-9 "¢ 1/4' = 1'- 0' �,L! W�o-j I wZ MECH. CHASE FOR N + TEM w� ONE ZONE SYSTEM 4 12-18-9 .. SHELF IW� "'1 II GLA �a _ OMIT LINEN CLOSET 0 9914511/17/9 .LII CLOSET 0' VANITY S A-20 w PARTIAL PLAN 2 x 6'8' I L=- ® 10TUB 0+ FOR MECH CHASE BEDROOM #2 BEDROOM #4 BEDROOM #2 2x6 WALL BEDROOM #4 STUD �N (ONE ZONE) 303 303 OPEN FOYER 3a3 303 w 7�1 1�1ATHEDERAL CEI [NG 1/4' = 1- 0' (2)2x10 (2)240 PLANT SHELF (2)2x10 (2)2x10 VIDE 4'x 30' MASTER BATH Y IJ + is 1J + 1S I/2' PLYWOOD_ SJ + IS IJ + 1S O O O FO OO I AC SS PANEL x6 WALL SEE DWG -06 - (2) 2 X 10 (2) 2 X 30 C2> 2 X 10 (2) 2 X 10 (2) 2 X 10 T ATTIC AREA O O (230x10 O I 1J + IS E.E. 1J + is E.E. 1J + IS E.E B 1J + 1S E.E. 1J + IS E.E. o RIDGE IJ + IS I 707 O O O CONT. VENT 0I - ELEV. 2 O ROOF ROOF - ELEV. 3 t PARTIAL " 2nd FLOOR ELEVATI❑N #2 & 3 — SECOND FLOOR PLAN ( 1759 S.F. LIVING AREA ) 1/4' = V- 0' C COPYRIGID 1997 PULTE HOME CORPORATION DD" H LPI J❑IST HOLE CHART o 51ART LAYOUTD I'L O•G. o z a a a¢z ru ~ Am z z r z _ �• ` QOM _ 5.5 11/8' LP RIM BOARD '" z EF °•zzz � ;� °�zzz o. v) 3/4' T & G PLYWD c a d Z GLUE AND NAILED 2x4 @ 16' O.C. BRIG. WALL a w aW CONT. IN BOARD _ d�" T' / 11 /8' -J ST .2 @ 1 ' .C. 11 8' I- ❑ T 1 ms 2 m m _'O_ 2x8 CEILING JOISTS w N wt 4 FLOOR SYSTEM _ _ - _ _ E-" x 2' 7' p(J1 w 2x8 CUT TO FIT w a 205kNGE z PLATE W/ 1/2'0 THRU a J ) 12 R �,� 10' BOLTS @ 24' O.C. W32x40 STEEL REAM "' m ) 1 3/ X 1/ L L CLE 2x4 BLOCKING AROUND 11 K4 2) 3% X L' L b MECH CHASE FOR �E.•11 J I I2%4 H1 4'5 s12 'S lil X4'5 13 I 1 4' m m STEEL REAM 16' O.C. a -. B G. LL L, B 1 Z❑NE SYSTEM OH,T f&-T a a a - ----- - �J PLAN I P FR ABO - m FIELD = a W FRMG .. m FOR MECH CHASE INEO SRS. ALL vE �? ❑ IDE UU LE (ONE ZONE) ~ Ovl SOL BL ',INC 5-5 - 2 UDUN ER A SECTI❑N BE ENJ 1575 — iw 3/4' = 1' 0' 7 1/4 2x 1/4' = 1'- 0' 5 S— 2x12 SYRINGES _ Ne F BR WALL (3) PER RUN Ol 1081 I m a_ I DE EN I5T x W LS MECH CHASE FOR g 2 2x4 SLOPED 53 E S FE D ZONE SYSTEM 55 WALL 8' ABOVE B OW 8T U OT CpµIT l 901,- Two N❑SIN Il /8' -J ST @ 1 .2' LA ❑ �H , u of - 2'-I1 1/2' ST B R IS EL PLAN LTI I I — — — — _ WFFA 55 1 1/8' LP RIM BOARD--- �71_ a • ALL SIDES PIZ z w4L.rd o W�4 NOTE, REF, FIRST FLR. PLAN FOR &~3 _ O HEADER OVER EXTERIOR OPENINGS z aNm cin ` 2X4 EXTERIOR WALL---Z BELOW MATERIAL LIST 8'588 12' HIGH FULL SECOND FLOOR FRAMING PLAN F 2.4 STU WIDTH STEP IN 11 7/8' LPI 20 OR 26A SERIES @ 19.2' O.C. U.N.O. 1/4' = 1'- 0' - PARTITION CLOSET ADJUST LAYOUT AS REQUIRED FOR TRAP LOCATIONS yipus SEE SECTION _ DCUBLE v - THIS DWG. x6 SLOPE (2) 2X6'S 2 O's in REF. FLR FRMG PLANS 2JFRM�Z B' 1 7/ I OI S 19. ❑. . li /H' I-J ST @ t .2' ❑. $ m rn AINGE _ m _ s YO D EXTERIOR 2x 4 TU W NZ 5;l 75n DOUBLE ©� a� STUD WALL m ' + g§ 0m ~ SRI R ^ N NG RS11 a �_ a.szm PLATFORM Iv n 2 _ a STEP ti N DO STRINGER n ap n n '-2x6 I(' O.C. D 3 v NPLATE RM wFRAME ��7 REF. FLR FRMG PLANS •^ mREFRMG DOU8�(3) 9 1/2' x 1 3/4' Ro mow.LVL's PARTIAL SECOND FLOOR FRAME - LEVATIONS #2 & 3 .. COLUMN - E STAIR FRAME SECTION E STAIR FRAME SECTION 11 7/8' LPI ❑R 26A SERIES @ 1O.C. 1/4' = 1'- 0' ADJUST LAYOUT TRAP AS REQUIRED FOR TRAP LOCAATIOTIO NS ct DMNN BY: nl 1-VB'OSH RIM MIST-FASTEN TO EACH 1-1/0'USE MIX MIST ONLY I-I/0.OSB I.JOIST*ONE 1-1/8'USE REINFORCING EACH SIDE-FASTEN TB AIN DOUBLE 1-MIST BY NAILD4G THROUGH VEH -AIN DOUBLE 1-MIST BY NAILING THROUGH VEE 2 4 SQUASH BLOCK CUT IA6'TALLER THAN THE FASTENING SCHEDULE GATE: FLOM JOIST USING I-18d NgIL PER FLANGE ON END VALL-IF TOTAL SMASH BLOCK 8 4'0/<-IF EACH FLANGE W/10d NAILS P 6'o/c STAGGERED VITH 2-ROWS Ad AT 6--INTO FILLER BLOCK WITH 2-RaWi Bd AT 6'a/c INTO FILLER BLOCK DEPTH OF THE 1-MIST, USE UNDER FIRST FLOOR 1 T <PLY FLUSH LVL BEAN($EE — 2 X 4 SQUASH BLACK LOAD[S LESS THAN 650 PLF TOTAL LOAD IS MORE THAN INTERIOR BEARING VALES 2 OR 3 PLY HEAn:16tl-3 RUMS 8 12'o/c EACH DETAIL 8 FOR FASTENING SCHEDULE) :'EV No. DATE 3/4'OR 7/8 EACH S[BE AT EXTERIOR M PAF t-1/8'OSB BLKG.PNLS. 3/4'OR 7/8'OSH NOOKAWIrAURER' RS 6 WEB SIDE STAGGERED NO E,USE WEB STIFFENERS 0004 03/23/00 OSB SUBFLUUR DECK LOCATOIN BETWEEN EA CANT.I-JOIST $UHFLUUR SIRED BY 4 PLY BEAN ONLY:I/2'BOLTS r FENDERWASHERS 3/4'IIR 7/8.MB 3/4'OR 7/8.OSB TACTURER 3/4'OR 7/0•DSB �/ BOTH SIDES-2 ROES B 24'o/c IF REDO RED BY THE MANGER ' SL'BFLOUR SL'BFLOOR STAGGERED MANUFACTURER SUBFLUUR ' JOB NURSER 16' 16' 16' MAX. MAX. MAX. rD 4 PLY PYI2LPI VL BEAM = SHEET NUMBER 2A'MAX. NUTS:USE ED CANT. = STIFFENERS IF RIM JOUST DEPTH SAME USE 2.8.4'FILLER USE CONTINUOUS ` 'PlNOTE➢DN LAYOUT AS FLOOR JOIST DEPTH 24'MIN. pTALLBRG. BLOCK .9 FILLER RLLK SERIES R BEPNS UT. ARE USER NGERS NO LSE EEL.]F NOTED ON LAYOUT E,QCK2 NOTE:USE VEA SH BLUCKS IF Ma.'ILL ABOVE S e V R NOTE-USE SQU4 al NOTES USF.FOR JOIST 16'DEEP OR LESS NOTE,USE FOR JOIST 16'DEEP OR LESS NOTES USE FOR MIST 16'DEEP OR LESS STIFFENER 6 NOTED ON LAYOUT TOP MOUNT[—JOIST HANGER SHOWN � 1. RIM J❑IST-BAND 2, RIM J❑IST-ENDWALL 3. RIM J❑IST-ENDWALL 4. REINFORCED CANT, 5: DOUBLE I-J❑IST & DBL, I-J❑IS�BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9. FLUSH LVL BEAM C COPYRIGHT 1995 Pulte Home C f oration 41— V LLJ 0 2x10 ROOF JOISTS '-' 16. O.C. 1/2' PLYWOOD SHEATHING If) - • 2x6'5 @ 45' 16' O.C. I 1 I 2X6's 16' O.C. 2x4 KNEE WALL OVER 2x10's 16' O.C. W O BEARING WALL AT 2x8 COLLAR TIES CENTERLINE OF ~ RAISED CEILING ONLY @ 16' O.C. MASTER BATH L7 2x8's 16' 2x10 ROOF JOISTS (2) 1 3/4' x 11 7/8' LVL's BOLTED z 16' O.C. TOGETHER W/ 1/2' x 4 1/2' JOISTS CEILING CARIAGE BOLTS TWO HIGH 16' O.C. = Q = �. 2x6's 16' O,C L7 2x6 S 16. 0, � 2x8'5 16' O,C. N❑T 0 D BLE 2x8's 2x8 BEYOND CEILING JOISTS 2x8 AS ROISTTO FIT I LL-J HHAN ER — ¢ O 2x8 CONT. CEILING JOISTS HEADER SEE FRAMING PLAN I 6" 6" 6" 6" 2x4 BEARING x4 STUDIPART. 2x4 E%TERIDR W WALL WALL 2x4 BEARING D �Q W PARTITION SIMPSDN HHU212-2T !l 3 JOIST HANGERS LL A)SECTI❑N BUILT-UP 2x'5 UNDER L DOUBLE 2x6 PLATE S 6 1/2' = 1'- 0' 2x10 JOISTS l6' O.C. TO FOUNDATION BELOW P U L T E Master Bukde SECTION,OF JOISTSED SECTION � SECTION @x45' ANGLE SEj 1/4' = 1'- 0' 6- 1/2' = 1'- 0' DOUBLE 2x8 CEILING FRAME 4:::4:=kl [_HL4�[=H SLOPED 2x6's 16' O.C. ( z BEYOND r, ' 6" 6" PROVIDE ALL DRAFTSTOPPING 2x PARTITION FRAME.AS REDUIRE➢ IN CHIMNEY CLOSET 2x10 ROOF JOISTS A 16' O.C. B SECTION 2x4 EXTERIORBELOW ® LD S 6 1/2' = 1'- 0' z 1/2' = 1'- 0' H OU ILE 2x 's OPTIONAL" TRAY CEILING DETAILS SECTIO DED 2x '5 2x 's 6' ', 0 TH EC LL E, ES wLi 2x4 GABLEq4- 0 BLE 2x6'R z END WALL _ AT PERIMETER o \ CE E IN ❑ H L .-AN FDI TA S !x4 GABLE 2x8 JOIST x4 T L X8 JO T r� Pix B G _ — WL - — END WALL ao� 2 A NG HANGERS HE 0 H NG S t o v. 2) J� 2) 3 9 1/ L L' U E: x8 2 � EE W L C )2 2>2 8 + 1p UB 2 8' DRAWN BY g 102 70 /. ... .... L. _J,A, Bastien DATE. 10-31-56 :.. M2CH ICHASY TEM r is S REV. No. 2 D OI S 6' C. XT ND 2x PON TI IO 1 12-06-96 yr�,� NECH CHASE FOR 0 D SIE F OF t�'r% rpll 1 ZONE SYSTEM 2 7-04-97 2 s l .C. JUST NT E F T ED A 3 7-28-97 - PARTIAL PLAN 4 12-18-97 2X1 RDF RE 1 FOR MECH CHASE 9914 11/17/99 (ONE ZONE) M SO H 21 2 J ST HA BE pW INCL 1/4' (2) 1 14' x:1 7 e' V s ai r'+y 4 EXTERIOR WALLS BELOW S-4 FOR CEILING FRR ARMING 2%4 GABLE END 8 CEILING / .. WALL JOISTS o// THIS AREA 0 NOTE, 4 EXTERIOR WALLS C CLG. JOISTS NOT DESIGNED FOR STORAGE LOADS CEILING FRAMING PLAV- ELEVATI❑NS #2 3 CEILING FRAMING PLAN - BASE PLAN 1/4' = 1'- 0' 1/4' = 1'- 0' S-6R Q COPYRIGHT 1997 PULTE HOME CORPOR ON _ c�I 2x10 ROOF JOIST W w � 16' O.C. 7 I/2' GABLE END WALL Z I .. 1/2' PLYWOOD--\ BLOCKING 16' O.C. C� ` . 1/2' CDX RO SIMPSON HU212-2TF JOIST SHEATHING HANGERS 12 W O (2) 1 3/4' x Il 7/6' LVL's 8 � v) BOLTED TOGETHER 1x2 TOP RANK 10" 4' O Z Q 2x10 ROOF JOIS Sx6 SUB RAKE INFILL 2x6 JOISTS 12' OVERHANG � Q = BRICK OPTIONS L7 1x8 SOFFIT #2 & 3 ONLY � DOUBLE 2x6 TOP 2X10's 16. O.0 W I O PLATE 1x5 FRIEZE WITH Q 2x4 GABLE END WAL 3/4' CONT. SPACER a __j W Pa /'.8 CEILING JOISTS 7/16' OSB BOARD 1/2'x6' CEDAR CLAPBOARDS \" ~ 2x6 EXTERIOR WALL--- / 16' D.C. 4' TW JQ 2x4 EXTERIOR WALL WI DOUBLE 2x6 PLATE W 2 4" 7/16' WALL SHEATHING CL 2x6 EXTERIOR WALL AT PROJECTION MAIN WALL OF HOUSE AT FOYER ELEV. #2 & 3 B SECTION A SECTIQN PULTE C S E C T I 0 N S-7 1. = 1'- -7 1' = V- 0' Master Bullde S—7 1' = 1'- 0' 6'S 16' D.C. A ROOF CHIMNEY @ 2x4 EXTERIOR WALL BELOW 2' CD Pt YW(OD 3HE kTH NG IL CF CK T - 2x 's 6' O.C. O ER RO F Li CER R T. x6 AI;TS AT 2 0 D 01 ER 112 P YWI❑D Z S A IN (T P) (2)1 /4' 1 7/8' L TI S C. 2 4 E D W4 L . 705 r�j� IEN BT U ❑ +p 7 12 RD E- J]JLL JLI� 1� I 12 RI E _ 2x G L D A TI S I.C.- ROOF FRAMING PLAN ❑PTI❑N #2 (2) 2x Ys 161 C. 1/4' = 1'- 0' DBL R TES IVE C TH DR GJ DRAWN BY J.A. Bastien g DATES 10-31— 6 1 2' DX PL WO II A BE LI REV. No. xl s C. IP-06-9 2 6 XT ID W,LL 2 7-04-9 2 CD P YW OD T Y O LY 3 7-28-9 II SHI AT NG f I I 4 12-18—S7 II I I II I BELOW TERIOR WALL A 10 ID E 2 0 IDG I BEAR CONT.A2x6 LAID BLE TFLA WOODI I I I II II I OVER 1 SHEATHINGY(TYP) s C. 11 II I I I REF.SECOND FLRIt E if 11 11 r� I FOR HEA>.Z�SPL a II I NOTES ! 2x SUB BLOCKING�,(TYP) AN PLATE HGT FOR THREE CAR GARAGE I � ----- OPTION TO BE 12' 11' WHEN BRICK VENEER �� I 1 7/8' LVL OPTION ISELECTED. 12' 11' PLATE HGT. 705 I r3�� DN VENEER SIDE ONLY. CENTERLINE OF RIDGE +y ! CENTERLINE OF RIDGE W/ BRICK VENE5R BEAR GABLE A i JOISTS ON CONT. 2x6 LAID FLAT OVER 1/2' P.LYVOOD SHEATHING (TYP) C I I ii i I 5 2x6 SUB RAKE AND7 _ BLOCKING (TYP) ROOF FRAMING PLAN BASE PLAN 1/4' = 1'- 0' ROOF FRAMING P AN ❑PTI❑N XK S — 7 1/4' = 1'- 0' Q COPYRIGHT 1997 PULTE HOME CORPOR DN