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Miscellaneous - 126 PALOMINO DRIVE 4/30/2018
/ 126 PALAMINO DRIVE ` 210/108.C-01 13-0000.o I � 'IOW" of North Andover Building0 DepArmellt , I 27 Charles SrreeT Massachusetts o 1 8�5 Fav_ (978) 688-9542 �SSACHUS FOR CERTWICATE OF OCCUIPA-N,pv INSPECTION LOT N DATE REQUEST-FILM DAfF_READY FOR INSPECTION FIVE i3l DAYS N01110E PR10k TO CLOSISa DATE IS g&QUIRED -All, WORK_ _ND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TDa FR ANNIE. A.RE-INSPECTION FEE OF TWENTY-FIVE($25)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGN-A:TURE OFFICIAL USE ONLY ROUTING CON"S ATI 0 Ni DATE RECEIVED DATE 0 APR 3 0 2003 ANDOVER D_P.w. - 1�411_ TER DATE )-2 0iFDEPARTMr;NT D.P.W. ",d-UST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO Y-HE INSPECTION REQUEST DATE. SlG-NlMRE /_vrpw_ AUTHO AT ON Date. f� A ' r NORTH TOWN OF NORTH ANDOVER ,•,MO PERMIT FOR PLUMBING ,SSAC14USf / This certifies that / - •�.�. - !. (. . . : .`. .''�, . . . . . has permission to perform �!. . :!��. .•.� . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . ,. -: !. . ./ ':. . . ...!. . . . . . . . . . X-1, North Andover, Mass. Fee. : . .' . . . .Lic. No��!�/G� /�'. �.. . . . . . . . . . . . . . . PLUMBING INSPECTOR Check # 5 4. 6 3 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, SA HUSETrS /� Date Buildi Location tr/ Owners Name `'� Permit# Amount Type of Occupancy New Renovation Replacement Plans Submitted Yes No ❑ FIXTURES rz rx Z CAccw a N H SLB.1Lqvz BASEV Nr �H�ocR 4IH]Hl" sM Hj" 7IH I M 91HODM r (Print or type) r T- Check one: Certificate Installing Company Name Corp. 2 Address El Partner. Business Te ep one 11 Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of insuranc c erage by checking the appropriate box: Liability insurance policy Oth r type of indemnity � Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner El Agent El I hereby certify that all of the details and information I have submitted(or entered ove ap a' are true and accurate to the best of my knowledge and that all plumbing work and installations performed de ermit or this application will be in compliance with all pertinent provisions of the Massachusetts State Plumb' C e and ap f the General Laws.By: igna ure of Licensecium er Type o P u in License Title City/Town ice se Number 17. Master 21— Journeyman ❑ APPROVED(OFFICE USE ONLY Location � 1�6 /D,11�� No. 3 Date 1- 31- 03 NORTM TOWN OF NORTH ANDOVER 41 At , Certificate of Occupancy $ `5 E Building/Frame Permit Fee $ s�cHus ` Foundation Permit Fee $ / D 0 Other Permit Fee $ TOTAL $ Check # 16128 Building Inspector zt� fl TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING �g /,- rn BUILDING PERMITlk`03 NUMBER: � DATE ISSUED: /r ic SIGNATURE: JVI L lam- Buildin Commissioner/Inspector of Buildin s Date z SECTION 1-SITE INFORMATION I Lo T / 0 1.1 Property Address: 1.2 Assessors Map and Parcel Number: �. Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: --�/ rZ�s/d(P c �y 5 00 iva, 3 ' Zoning District Pro osed UseLot Areas Frontage($ 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Re aired Provided 1.7 Water S ly M.GL.C40. 34) 1.5. Flood Zone Information: 1.8 S;7 Disposal System Public Private ❑ _Zone Outside Flood Zone Municipal 6y On Site Disposal System 0 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT rn 2.1 Owner of�Record [ Name(Pri-nt) e Address tor Servfce lel� //C Signature Telephone 2.2 Owner of Record: Name Print Address for Service: Z rn Signature Tele hone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 Licensed Construction SupeVisor: �- ) C S^ to , 941�-, O r / License Number Addres xa, (p— LS fJ Expiration Date Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable 0 Company Name rn Registration Number r' Address Z Expiration Date /1 Signature Telephone i �j SEC'T'ION 4-WORKERS COMPENSATION(M.G.L. C 1152 § 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 buildin ermit. Signed affidavit Attached Yes ......X No.......0 SECTIONS Descri ition of Proposed Work check all applicable) New Construction X Existing Building CI Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessor} Bldg. Fl Demolition ❑ Other ❑ Specify Brief Description of Proposed Work.- SECT ork: rl. CTION 6-ESTIMATED CONSTRUCTION COSTS l Estimated Cost(Dollar)to be OFFICIAL:USE ONLY Com leted b ennit a lictunt Building (� (a) Building Permit Fee ^i Multiplier 2 Electrical (b) Estimated Total Cost of ,{ GCi Construction ��� f 3 Plmnbith e' e0o Building Permit fee(a)x (b) �. 4 Mechanical(HVAC) 5 Fire Protection 6 Total (1+2+3+4+5) Check Number SECTION 7a OWNER AUTIHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, _ — as Owner/Authorized Agent of subject property Hereby authorize- to act on Ivb behalf,in all matters relative to Work authorized by this building peniiii application. Signature of Ownei Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I--IDA U ! �f!/-►fid as Owner/Authorized Agent of subject proper['v 1lereb� declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print Nance si 4 tune of Owiier/A,(llt Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZI: OF FLOOR TIMBERS is �� I-p/ 2 �/ P 3 'X Sl)-\N . DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HLRAIT OF FOUNDATION 2 'j THICKNESS /d SI/E.Ol- FOOTING ��y X Ori 1%, I.ATERIAI.OF CHIMNEY 6 C4 - , C11- 1S '13[IILDING ON SOLID OR FILLED LAND IS 13MLI)ING CONNECTED TO NATURAL.GAS LINE Q Date......". .......... r y pORTM °�, °:•�"� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING 49 ACMUSE� This certifies has permission to perform ........A ........................................ wiring in the building.of.....: , ........................................... at..... - �....... !'—" = - �p-�.^:. North Andover Mass. Fee. .. .10. ... Lic.Nott`?.? ........V/r..J�^� " ........ rEucniCAL INsmc-rOR Check # 34� 5 5 "9 r Commonwealth of Massachusetts Official Use Only Department of Fire Se'ces permit No. Occupancy and Fee Checked -�6`0e— BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank APPLICATION FOR PERMITTO PERFORM ELECTRICAL WORK All work to be performed in accordance wit the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TY AL F TI N) Date: City or Town of: To the Inspector of Wires: By this application the undersigne 'gives notice iher intention to pI rmctrical work described below. Location (Street&Nup4m ) Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? _ ;. .Yes.:❑._ _ No (Check Appropriate Box) Purpose of Building Utility 2phorization 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 folloAin 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 No.of Lighting Fixtures Swimming Pool Above o In- o.o Emergency Lighting 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.o Detection and Initiating Devices No. of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g r No.of Waste Disposers Heat Pump I.Number I Tons KW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Eq uivalent No.of Water KW No.o No.o 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 Electrical Work: JV (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: LIC.NO.: 1 r, 33 r_ 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 Lic, 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: $ �j Oft FORM - U - LOT RELEASE FORM aJ TNS TR�UCTIONS: This form is used to verify that all-necessary approval/permits from Bcaands and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable.requirements. . v. .• ....................r r..r r r r r r..r r r■.r r.r r r r r r a.r.r r r.r r r r r r r■�.�r r.r r■ ikr-PLIC.,�`1T awlPHONE 6eT 7e2-o0p�, !✓XroZ Sr� ASSESSORStMAPNUMBER /DcF LOT NUMBER. SUB01NrlS[0N �ew sT 7e� LOT NUMBER STREe STREET TREET NUMBERET r • . ........... •..rr...... ............................t r r r r a..■ OFFICIAL USE ONLY r.f.•..r..•••... r•• ..■■r r r r r.r..............r r................... r.r r RECOMMENDATIONS OF TOWN AGENTS , •rt.r a r.•' ..•..r.r... .r.r�• ....r r r r r■r.r■■r r.■..r.r.■r r.r.r r...■r r r.r■r a.r r . DATE APPROVED a CONSERVA[ION AD&LMSIT-ATOR j 1 DATE REJECTED CON NQS[�-`-CS � �L� f 'U " 60,16 7 e u X�NDATE APPROVED L�vNER L n ` DATE- REJECTED 10A r-e S O !O�/il (N� DATL APPROVED FOOD INSPECTOR- FTALTH DATC REJECTED �� `tel DATE APPROVED 5E- c [TJSPECTOR-HIILLTH DATE REJECTED CONtMEMS FCBL[C LuORKS-SEti�TFR/ItiATER NNECTIONS D P_�E� Y Pt,-GTA DE 9PROVED FIRE DEPA,RT'N DATE REJECTED CoMaLf TS P-ECETVED BY BUILDENG INSPECTOR DATE J w), 1 `1-- 002 04 : 17 PM MARCH I ONDA&ASSOC I ATES 731 438 9654 .r r T=y§Zf. - 81144.5 43 Lo /740 �"tias•,d 1 yy r a,, �„ ' � `•' V-_ r/}_ CFS FD OECK r 013 d • $UF ER ,271 I ? f \ 4 1 � 1 PULTE HOME CORPORATION RESERvr`S THE RIGHT MAKE FIELD CHANGES t0 THIS PLOT PLAN � iN ORDER TC ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIRFMENTSS• AVOID LEDGE OR STMENTS MAY E MADE %1OMMODATE THOUTT CONSULTATIONCONSTRUCTION W HHTHE BUYER IN MOSTE IN THE OPTIMUM To EXPEDITE XPEDITE JHE CotISTRUSE FIELD CIION OF THE HOME, PROPOSED SITE PLAN LOT 15 FOREST VIEW ESTATES MARCH(QNaA & ASSQC.,L.F�. PREPAiAMM FOR NORTH VER, MA ENGINEMNO AND PLANNING CONSULTANTS t�3 -� PULTE HOME CORP. OF NEW ENGLAND g2 MCATVALE AVE. SUITE 1 237 TURNPJKE ROAL1 - SUITE Zap STONEHAM. MA, 02180 00118OROUGH. MASSACHUSETTS 01772017) Ole-6121 SCALE: i"-304 DATE:11/18/02 ORT#y � own o .,.. ,o Andover �OLAKE OAC ndover, Mass., /—/A O 3 COC HIC HE WICK ��RATEO P'?���� 7SSAC USE IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT .......?V. .�tr ...W .ph-�A........0.P......�'..E.`................................... has permission to excavate and pour foundation at �1. ................................. / ..... ........ .......... .........r...... '�.......... , for the purpose of....�. .. .�.o h!IL.. . �i Q J4 ,t.. .. + �e.... .lf?>'.A 's .....Tinn 1�t.....��0% 1! C� .4i. 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. 10 Q c-/( 13 4 / 5 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. 1..................................etc.... ............................ BUILDING INSPECTOR NORTH t Town ofAndover 0 _'..J'o. ..� W. . VO i L � =� -_Co�H,C , dover, Mass., %S RATED H 4 BOARD OF HEALTH Food/Kitchen PERM. IT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT......�V../� rs f .. ............... . . . ..................................... ............ ....................... ........................ Foundation has permission to erect...............:�..................... buildings on ..A s4...4PS-"'M �a.`.... .PA .��. *14 Rough to be occupied as.1 .. i►o .,t...3.. ��.... A77I, .Z �fA// l9, W. ,S/ti ../�....��1��f Chimney .......I........................... . ....................................... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relatin to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. 10 a c%13 7 4 cr 3 o PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION ARTS ELECTRICAL INSPECTOR Rough cp................................ ........r................:....:............... Service 'gooBUILDING 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. ♦ 11 • Growth Management Bylaw Exemption Statement Town of MartYAndavor Building Department This N And used Growth Measlat an gemMt on 5.7.6 of the gy ay The bu i,In din?appieir tnination wnt shallfpcovlae.alt of the necessary information Town as requested below. ` :• . Name of Applicant on Building Permit(below) Address Of Property fcr.Permit(belaw) oT/� Ntap p6MCIse ofpl)catjon (check below) Two Family p hi ber af.Appii giQ Family y I ttcr�,Undsrsigned applU.Sint for Ue ttasvim property coon 8 attest that e attached rt f theNorth Albuildingid vm iG Growth this farm,ts,r�t7tptstad dries wtztPlY 4does not y this Mato;Rgerrten�Br�merttslof abtalifdnarsta i�f providing uir+�d p o o this issuance of thewildingPermitpermit frorri'tt�f+e4 in retation gtthisVSIMPTiON status is.subjdct to review by the Building Ftp'i titer My yj tad when the Building permit is issued. pent and Is only aMaaitY asP ed Bawd on .i &build ofd mNorth Andover it appC=von and 9ssovited attachmenwth sylsw the above iot and the work as ts,complies with oneporimo of theon abavf iota foil wing sections as In toted by a Cheek mark. _Ttris Ls an"Ogaden for a building p""It Provided Ithat crit restoration, arial tion,o al=unst created.a dwelling in eoastrma-meet ttte er'fecdve dao of thus by-la P 1-halat(a)werdwaa Created pdor.to may 6. 1996 are exempt from the provislons of this Sedan S.7 of the Zoning This appaagon to for d+s�Ulnq units for low and/or meder2te income families or individuals,when all of the restrictenate.7.�oMs tai Qh a gralady executed and mcordets Dwelling units lOr d dresidents. d restriction runningwhere withthe land AF 2jj�—;jn of this Set dan"teniar'=toile mean.p�tntans aver the age of Sri. s agodiCsttan Is a pout of a dexeiopmetit praiser whish vcluntarilirt d undo reed to a coning and feimum 40%asible given the deftelty.(buiidatfle Iota).below the denziO.(buildable latah p �,�andmans of the track with the surplustb land aguatto at�east ten buildable steres and permanently designated as open epee andkr farstdand.This land to be pigserved shall be protected trona developnisent by an Agritroitutatl ptt4servation Reatfil don,Conservation RasttfWoa;:dedicadan to the Town.or other similar mechanism appfoved by the Planning 8a89 that will enwre Its ptettedion. This appuattan represent&a tract of land exiatnq clic net held-by a Developer In common own.rahip with an aaiaant•psmet an the effai dve date of We Sectionfor 8-7-7urpoae off cos natN�Jng oneesing exIsplillyemption fro dweatnq unit os+the Growth Rate aft>ti Qevatopment Scheduling pro appitaedan Rprssenfa a lot whloh is ready far butidinQ permlb.(1.e.aA other perenb from all other boards and nests iesunreceived b and uiiding Pmt in lM Year,Qe building those e miPermits) i�)Li and ad per Yeatr pe Schedule do"not atiftwprraft until such time a the Develapment Sehedu(e aoaommndatas issuing building permits. Applicant must supply approved farm U with this EXEMPTION. FlssEs+e pmidi cat o and alaft lowl ed anetior more of would he abovs�EXEi1>1PTi�NS artmant in making a determination' that your app ay signing below I attest to we accuracy of the information provided and that the adaeted building permit is ailowed an EXENIPTiON as tiled above. Further I understand that the submittal of misleading and or ;nas:c.►r-.xs in, ion, or the checking off of an above it which does not comply,whether done to my nawiedg not.' grounds for inset by the ltd epartment to issue a Suilding Permit. �gnacuce of wnsr or Aucn r>zsa Rgent no st the shed ut ding errrni ate This form must be attached to the Building Permit upon application for such pertn1L BOARD OF BUILDING REGULATIONS 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 DR ; i MANCHESTER, NH 03103 Administrator BUILDING DEPARTIvfENT DEBRIS DISPOSAL FORM In accordance with the previsions of MGL c'40 S 54,a condition of Building P Is that the debris resulting form this work shall be g Number def5med by MGL c 11, S 150A disposed of in a properly licensed solid waste disposal facility as The debris will be disposed of in: Location �]Facil�itvy ����� S4=1re of Permit Applicant Dau ' NOTE: Demolition Permit from the Town of North Andover must be o the Building Inspector btained for this project through the Office of , i IIesiti Dev 6I uup rax��ra JJ(41VV +M •�+ The Commonwealth of Massachusetts Department of Industrial Accidents africe of investigations Boston, Mass. 02111 Workers,compensation Insurance Affidavit Please Point [tame_ L�rian;� Phone am a homeowner performing all work myself. UI am a sole proprietor and have no one working in any capacity I am an employer providing Workerscompensation for my employee9 working on this job. LC nAMS. rE v Aa cess 1r1Glrf1�QG+�otC)f� /t7A. d /7� Phone# S�0$"r �—d�rJv2X S [rnsurance Co,;, t v Comoany nam% Addre•s city, Phone#: Ins4Sance Ca= Failure to s=ure=YwWe as required under Uoon 25A or MGL 15.2 can lead to the imposition of airtdnal•penaltin of a fine up to 37,03.00 andlor ane yeats'imprisonment as welt as civil penattiim in tht form of a STOP WORK ORDER and a Qne of(sloo.00)a day against m.. I understand that a copy of thin saurnent rr�y be forwarded to the ot6ca d tnvestioartfora of.the DIA for coverage mWeation. I ca herby car*urdar The peins and penaafes of perjury liar the knbonaflon prcvicvd above is true and evrrsct. Signature Date Print nam Phone# Official use only do not write in this area to be completed by city or town official' a Building 0,4pt ❑chock Y117rrmedrato r 3owse is requkvd Building Dept p licensing Board p SelecUnan's Office' Phony, 0 Health Department Other 113 voR.x_wAx-s coMPENsAnco _� .. ...— --••• -�v, rvo uT.ar MUy'0-UI 't:DYt'Mf Page 1 /1 R `CERTIFICATE OF INSURANCE 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 AFFORDING COVERAGE 205 Hallen Road,Suite 211 COMPANY A , Pacific Employers Insurance Company Warwick RI 02886 COMPANY a Legion Insurance Company COMPANY C COMPANY 0 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 INOICATED.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 rEXPIRAT10N TYPE OF INSURANCE POLICY NUMBER _I DATE DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043511101 511/02 PRODUCTS-COMPIOP AGQ $15,000.,000 ON AN OCCURRENCE BASIS i I PERSONAL&ADV.INJURY $15,000,000 EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: ! FIRE DAMAGE(Any one ere) $1,000,000 MED.EXPENSE(Anyone person) $5,000 AUTOMOBILE I COLLISION DEDUCTIBLE COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: L II—^COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 ( 5/1/01 511/02 i (Owned.Hired&No"wned) ADDITIONAL-INSURED: I EXCESS LIABILITY I I EACH OCCURRENCE AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 �^ 511/01 511102 STATUTORY LIMITS EMPLOYERS'LIABILITY »»...........,_...._.......»......._»...»..»....».....__............_._..._....._............ EACH ACCIDENT $1,000,000 MA,NV SCF C4 309181 5 I 511/01 I 5/1/02 I DISEASE-POLICY LIMIT $1,000,000 DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY I ` ^ REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYFE: IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT MORTGAGEE: ( SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEOUCTIBLF PER OCCURRENCE OTHER ~ f DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS Residential construction,North Andover,MA CF-RTIFICATLE HOLDERL 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 IQ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED REPRESENTAT{VE • forest View Estates Drawing Date:12/19/02 12/19/02 8:50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: 126 Palomino Drive - Lot #15 North Andover, MA Drawing Date: 12/19/02 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA 02026 Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ft ) Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V2720 Area per Sprinkler 200 sq ft1 Orifice:7/16 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 123.0 psi Required: 62.2 @ 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 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Metheun, MA SYSTEM VOLUME 23 Gallons Notes: Single head calculation � �'IH OF M,q�go a ALLAN ti CAMERON cGn 2 FIRE PR ON �IaNAL Forest View Estates Drawing Date:12119102 12/19/02 8:50 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 23 43.1 psi 1 11-�" x 114" CPVC Reducer 2 ' 120 1. 610 23 0. 1 1 Pipe 11i" 40x21 CSC 0 ' 120 1. 610 23 0. 0 0 11-�" Thrd 90 Ell CI 0' 120 1. 610 23 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 23 0. 1 Elevation Change 710" 3. 0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1. 610 23 0. 0 1 11-�" Fingd Back Flow Valve Watts "70 0 ' 0 1. 610 23 0. 0 1 11-�" Thrd Gate Valve Kennedy 0 ' 120 1. 610 23 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 23 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 114" PVx15 CSC 50 ' 150 1. 602 123 15. 8 Hydr Ref Rl Required at Source 123 62.2 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 123 gpm 99.8 psi SAFETY PRESSURE 37. 6 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 62.2 psi This is a safety margin of 37.6 psi or 38 % of Supply Maximum Water Velocity is 7 . 7 fps Forest View Estates Drawing Date:12/19102 12119102 8:50 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 not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:12/19/02 12/19/02 8:50 REMOTE AREA #3 PAGE 1 FLOW #k OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23. 0 1" 1 0 914" 7. 7 fps 30 . 0 30. 0 0. 12 gpm/sq ft 1. 109" 2 0 1210" 0. 129 2 . 7 0. 0 K= 4 .20 23. 0 120 PV 0 2114" 813" 3. 6 30. 0 REF Al lk4" 0 0 1' 1" 4 .8 fps 36. 3 1. 400" 0 0 0" 0. 027 0 . 0 23. 0 150 PV 0 111" 0" 0. 0 REF A2 1'44" 0 0 10 ' 11" 4 . 8 fps 36. 4 1. 400" 0 0 0" 0. 027 0. 3 23.0 150 PV 0 10, 11" 0" 0. 0 REF A3 1-4" 0 0 115" 4 .8 fps 36.7 1. 400" 0 0 0" 0.027 0. 0 23.0 150 PV 0 115" 0" 0. 0 REF A4 1144" 2 0 3611" 4 . 8 fps 36.7 1. 400" 2 0 18 , 0" 0. 027 1.5 23. 0 150 PV 0 5411" 1113" 4 . 9 REF W 23.0 gpm PATH 1 K= 3.51 43.1 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 62.2 psi Inside: 0 gpm SprinkCAD 126 Palomino Drive- Lot#15 Residual Pressure: 78.0 psi Total Flow: 123 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 37.6 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 10 Sup 80 P S I 100 pm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:12/19/02 12/19/02 8:48 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: 126 Palomino Drive - Lot #15 North Andover, MA Drawing Date: 12/19/02 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA 02026 Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation 2 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V2720 Area per Sprinkler 200 sq ftl Orifice: 7/16 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.3 psi Required: 72. 9 @ 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 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Metheun, MA SYSTEM VOLUME 23 Gallons Notes: Two head calculation S OF 2� �jx%AALlAN SSO 9 s CAMER0 u� o OTC N v ron,A� r a Forest View Estates Drawing Date:12/19/02 12/19/02 8:48 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 47.1 psi 1 1�" x 1'4" CPVC Reducer 2 ' 120 1 . 610 46 0.2 1 Pipe 11W' 40x21 CSC 0' 120 1 . 610 46 0. 0 0 114" Thrd 90 Ell CI 0' 120 1. 610 46 0. 0 1 11W" Thrd 90 Ell CI 4 ' 120 1. 610 46 0.4 Elevation Change 710" 3. 0 1 1;- " Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 46 0. 0 1 1'-�" Fingd Back Flow Valve Watts "70 0 ' 0 1. 610 46 0. 0 1 1'-1" Thrd Gate Valve Kennedy 0 ' 120 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 1',�" PVx15 CSC 50' 150 1. 602 146 21.7 Hydr Ref Rl Required at Source 146 72.9 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 26.8 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 72. 9 psi This is a safety margin of 26.8 psi or 27 % of Supply Maximum Water Velocity is 9.7 fps Y Forest View Estates Drawing Date:12/19/02 12/19/02 8:48 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 not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:12/19/02 12/19/02 8:48 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23.0 1" 1 0 914" 7 .7 fps 30. 0 30. 0 0. 12 gpm/sq ft 1. 109" 2 0 1210" 0. 129 2.7 0. 0 K= 4 .20 23.0 120 PV 0 2114" 813" 3. 6 30. 0 REF Al 111" 0 0 111" 4 . 8 fps 36.3 1.400" 0 0 0" 0.027 0. 0 23. 0 150 PV 0 1 ' 1" 0" 0. 0 REF A2 1;"4" 0 0 10 ' 11" 4 . 8 fps 36. 4 1. 400" 0 0 0" 0. 027 0. 3 23.0 150 PV 0 10 ' 11" 0" 0. 0 REF A3 23.3 1:�%" 0 0 115" 9.7 fps 36.7 PATH 2 1. 400" 0 0 0" 0. 100 0. 1 K= 3. 84 46.3 150 PV 0 115" 0" 0. 0 REF A4 1k" 2 0 3611" 9. 7 fps 36. 8 1. 400" 2 0 18 ' 0" 0. 100 5. 4 46. 3 150 PV 0 5411" 1113" 4 . 9 REF W 46.3 gpm PATH 1 K= 6.74 47.1 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO A3 HEAD 4 23. 3 1" 2 0 914" 7. 8 fps 30. 7 30.7 0. 12 gpm/sq ft 1. 109" 1 0 91 0" 0. 131 2. 4 0. 0 K= 4 .20 23. 3 120 PV 0 1814" 813" 3. 6 30.7 REF A3 23.3 gpm PATH 2 K= 3.84 36.7 psi Job Water Required Hose Allowance Drawn By , Forest View Estates Static Pressure: 100.0 psi Pressure: 72.9 psi Inside: 0 gpm SprinkCAD ` 126 Palomino Drive- Lot#15 Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 26.8 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#65 140 120 10 supply 80 P S 100 gpm hose 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) 0 ' . Forest View Estates Drawing Date:12/19/02 12/19/02 8:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: 126 Palomino Drive - Lot #15 North Andover, MA Drawing Date: 12/19/02 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA 02026 Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities: Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V3610 Area per Sprinkler 190 sq ftl Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 135 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161. 6 psi Required: 77.7 @ Source WATER SUPPLY Water Flow Test 1 Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0. 0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: I Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Metheun, MA SYSTEM VOLUME 23 Gallons Notes: Garage Calculation OF AfAssq cA PR E ON IONAI. forest View Estates Drawing Date:12/19/02 12/19/02 8:36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 62 46.7 psi 1 11-�" x 11-4," CPVC Reducer 2 ' 120 1. 610 62 0. 4 1 Pipe 11,�" 40x21 CSC 0 ' 120 1. 610 62 0. 0 0 11W" Thrd 90 Ell CI 0' 120 1. 610 62 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 Elevation Change 710" 3. 0 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 11.x" Thrd Gate Valve Kennedy 0' 120 1. 610 62 0.0 1 1;.�" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVxl5 CSC 50 ' 150 1. 602 162 26. 1 Hydr Ref R1 Required at Source 162 77.7 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 21. 9 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 77.7 psi This is a safety margin of 21. 9 psi or 22 of Supply Maximum Water Velocity is 13. 0 fps Forest View Estates Drawing Date:12/19/02 12/19/02 8:36 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 not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:12/19/02 12/19/02 8:36 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 30.7 1" 0 0 417" 10. 3 fps 30.0 30.0 0. 16 gpm/sq ft 1. 109" 1 0 510" 0.219 2. 1 0. 0 K= 5. 60 30.7 120 PV 0 917" 0" 0. 0 30.0 REF A2 1�14" 0 0 10 ' 11" 6. 5 fps 32. 1 1. 400" 0 0 0" 0.047 0.5 30.7 150 PV 0 10' 11" 0" 0. 0 REF A3 11/" 0 0 115" 6. 5 fps 32 . 6 1. 400" 0 0 0" 0. 047 0. 1 30. 7 150 PV 0 115" 0" 0. 0 REF A4 30. 9 11-4" 2 0 3611" 13.0 fps 32 . 7 PATH 2 1. 400" 2 0 1810" 0. 169 9.2 K= 5. 41 61. 6 150 PV 0 5411" 1113" 4 . 9 REF W 61.6 gpm PATH 1 K= 9.02 46.7 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A4 HEAD 1 30. 9 1" 0 0 4 '7" 10.4 fps 30. 5 30.5 0. 16 gpm/sq ft 1. 109" 1 0 510" 0.223 2. 1 0. 0 K= 5. 60 30. 9 120 PV 0 917" 0" 0. 0 30.5 REF A4 30. 9 gpm PATH 2 K= 5.41 32.7 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 77.7 psi Inside: 0 gpm SprinkCAD 126 Palomino Drive- Lot#15 Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 21.9 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 10 Supply 80 P 100 c S pm hose 1 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Sent By: PULTE HOME CORP; 1 401 739 6457; Dec-4-02 9:21 ; Page 2 Permit Number MECcheck Compliance Report Checked BylDate 1995 MEC MECcheck Software Version 3.3 Release lb Data filename:F:\Liles\CST\SHARE\MecCheck\ModelEnergyCode\MASCIIECK\Lot 15fv.cck TITLE: Lot# 15 Wellington Elevation#3 CITY:North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family DATE: 12/04/02 PROJECT INFORMATION: Forest View N. Andover,MA. COMPANY.INFORMATION: Pulte Homes of New England NOTES: Customer purchased elevation 43,a transom package,a walk out bay and 2 additional windows. COMPLIANCE: Passes Maximum UA=563 Your Home=528 6.2%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 1216 38.0 0.0 36 Ceiling 2: Flat Ceiling or Scissor Truss 660 38.0 0.0 20 Wall 1: Wood Frame, 16"o.c. 576 15.0 0.0 44 Nall 2: Wood Frame, 16"o.c. 396 15.0 0.0 30 Wall 3: Wood Frame, 16"o.c. 630 15.0 0.0 49 Wall 4: Wood Frame, 16"o.c. 630 15.0 0.0 49 Wall 5: Wood Frame, 16"o_c. 1080 15.0 0.0 42 Window: 28310: Vinyl Frame,Double Pane with Low'-E 11 0.340 4 Window:2852:Vinyl Frame, Double Pane with Low-E 87 0.340 29 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-E 171 0.340 58 Window: 2862:Vinyl Frame, Double Pane with Low-E 69 0.340 23 Window:P59x72S fixed circle top: Vinyl Frame, Double Pane with Low-E 30 0,340 10 Sent By: PULTE HOME CORP; 1 401 739 6457; Dec-4-02 9:21 ; Page 3/8 Window: 1852: Vinyl Frame,Double Pane with Low-L. 19 0.340 7 Window: 31052 picture: 0.340 7 Vinyl Frame,Double Pane with Low-E 21 Window: 1936-2 casement w/transom: 18 0.310 6 Vinyl Frame,Double Pane with Low-E 18 0.180 3 2-8x6-8 service door: Solid Door: 3-0x6-8 w/2 sidelights: Solid 21 21.0 0.0 54 1216 0.280 9 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space Floor 2: All-Wood Joist/Truss,Over Unconditioned Space 429 21.0 OA I8 Floor 3: All-Wood Joist/Truss,Over Unconditioned Space 242 30.0 0.0 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 permit 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 ____ Area Calculator:Ceilings:WellingtonElevation 3Lotl5fv CD 0 Assembly Type Width x Length = Gross Area Comments/Description 1 Flat Ceiling or Scissor Truss 38'-0" 32'-0" 1216.00 ft2 second floor ceiling area 2 Flat Ceiling or Scissor Truss 22'-0" 30'-0" 660.00 ft2 second floor ceiling area 3 N 4 5 N 6 O 7 8 � g a� 0 10 11 12 13 14 "O 15 16 CD 17 r+ 18 19 � 201- 21 0 T 21 22 23 24 25 26 C-- CD O W O W H J ZD Ceiling Area Total: 1876.00 m 12/04/02 08:49:58 +1 Iz a> "Cf) co Area Calculator:Walls:WellingtonElevation3Lotl5fv LO 0) Assembly Type Width xj Height J= Gross Area Comments/Description 1 Wood Frame, 16"o.c_ 18'-0" 1 32'-0" 576.00 ft2 frcnt elev. 2 Wood Frame, 16"o.c. 18'-0" 22'-0" 395.00 ft2 front elev. N 3 Wood Frame, 16"o.c. 35'-0" 18'-0" 630.00 ft2 right elev. N ai 4 Wood Frame, 16"o.c. 35'-0" 18'-0" 630.00 ft2 left elev. 5 1 Wood Frame, 16"o.c. 60'-0" 18'-0" 1080.00 ft2 rear elev. 0 6 �- 7 U 8 a� 9 a 10 11 12 13 L` 14 coco 15 rn 16 17 18 0 19 20 T 21 22 23 24 25 26 a7 Ir O U W O W J n Exterior Wall Area Total:3312.00 a m 1/1 +, 12104/02 08:49:58 a� Co Area Calculator:Windows:WellingtonElevation3Lotl5fv QD CD M LibraryUnit Total U Factor SHGC Comm Assembly Type Quantity Width x Height = Area Area encs! Action Name 1 �/ 28310 Vinyl Frame,Double Pane with Low-E 1 2'-9" 3'-11" 10.77 10.77 ft2 0.340 Supers eal N Low E N Argon ai 2 f 2852 Vinyl Frame,Double Pane with Low-E 6 2'-9" 5'-3" 14.44 86.64 ft2 0.340 Supers eal N o Low E Argon 0 3 �f 12046-2 Vinyl Frame, Double Pane with Low-E 1 4'-1" 4'-7" 18.72 18.72 ft2 0.340 Supers eal o Low E Argon 4 �/ 6-0x6-8 slider w/transom Vinyl Frame,Double Pane with Low-E 1 5-11" 7'-7" 44.87 44.87 ft2 0.340 Supers eal Low E LO 64,/• 2852-2 Vinyl Frame,Double Pane with Low-E 6 5'-5" 5'-3" 28.44 170.64 ft2 0.340 Supers eal Low E c*� Argon ti 6 ,or 2862 Vinyl Frame, Double Pane with Low-E 4 2'-9" 6-3" 17.19 68.76 f12 0.340 Supers eal 0 � low E Argon P59x72S fixed circle top Vinyl Frame, Double Pane with Low-E 1 4'-11" 6'-0" 29.50 29.50 ft2 0.340 Supers eal Law E Argon 8 ✓ 1852 Vinyl Frame, Double Pane with Low-E 2 1'-10" 5'-3" 9.63 19.26 ft2 0.340 Supers eal Low E Argon 9 �/ 31052 picture Vinyl Frame,Double Pane with Low-E 1 S-11" 5-3" 20.56 20.56 ft2 0.340 Supers eal Low E Argon 0 U W 0 w f— J Cl- Window Area Total:487.67 y' 1/2 m 12/04/02 08:50:06 a� C Co Area Calculator:Doors:WellingtonElevation3Lotl5fv r` rL Unit Total Comments/ Library Assembly Type Quantity Width x Height = Area Area U-Factor SHGC Description Action Name 1 ,f 2-8x6-8 service door Solid 1 2'-8" 6'-8" 17.78 17.78 ft2 0.180 Garage Service door 3-0x6-8 w/2 sidelights Solid 1 5'-0" 6'-8" 33.33 33.33 ft2 0.280 Front Entry w!2 Sidelights N 3 4 cv 5 0 6 d 7 U 8 9 10 11 12 �^ 13 Ln 14 CD 15 rn 16 CI) 17 18 0 19 20 T 21 22 23 24 1251 1 T=:TI --- I 0 U W :EO W I— J rL Door Area Total:51.11 Cn 12/04/02 08:49:57 a> . U) Co Area Calculator:Floors:WellingtonElevation3Lotl5fv 0 co Assembly Type Width I x Length ; =1 Gross Area I Comments/Description 1 All-Wood JoistlTruss,Over Unconditioned Spac 38'-0" 32'-0" 1216.00 ft2 floor area over basment 2 All-Wood Joist/Truss,Over Unoonditioned Spac 22'-0" 19'-6" 429.00 ft2 floor area over basment cu 3 All-Wood JoistlTruss,Over Unconditioned Spac 11'-0" 22'-0" 242.00 ft2 floor area over garage N 4 5 N 6 0 7 1- 8 L) g G) 0 10 11 12 T3— f4— LD 314`D 15 co 16 rn 17 18 19 20 r 21 22 23 24 25 26 m O U W ME O W H J a Floor Area Total: 1887.0 } 1/1 O° 12/04/02 08:49:58 a� " C (L9, FOR1V1 J LOT RELEASE The undersigned, being a majority of the Planning Board of the Town of North Andover, Massachusetts, hereby certify that: a. The requirements for the construction of ways and municipal services called for the Performance Bond or Surety and dated September 10 2002 and/or by the Covenant dated November 9, 1998 and recorded in District Deeds, Book 5247, Page 76; or registered in N/A Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A in Registration Book N/A; Page N/A; has been completed/partially completed, to the satisfaction of pie Planning Board to adequately serve the enumerated lots shown on the folio-wing Plans: Lots 12A, 75A, 76A, 77A, 78A, and 79A as shown on a plan of land entitled `Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Sout_hbor 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Ntimber 13 761 ; and Lots 13, 14, 15, 16, 17, and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 1 14/Salem. Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by NIHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" I "=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. b. (To be attested by a Registered Land Surveyor) Lots 1.2A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Horne Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 1.4, 2000, Scale 1"=40', Recorded with the Essex North District ReUistry of Deeds as Plan Number 13761 ; and V Lots 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North _yndover, Massachusetts" prepared for Iviesiti Development Corporation, 11 Gid Q—qt—�- Q orl Tp.x,lr hi,r� 1�/(occarhi,c�t+c 01 S27r, by �/1r-T� npo;cm (`nnciilrantc 1.JVJl.V11 1�lJCLI.A, l l/ YI\s Uutly, 1YLUJJI.LvlluJvl.l.J V 1V l V V'" 1 1111 L—&— V'V11J 1.. 1 t1.1111J, Locus Map Scale 1''=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11,13/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan,,. ..,_.:, Recorded as Plan Number 13727 do conform to layout as shown on the above referenced Plans. iib. Registered Land Surveyo C. The Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated September 10 , 200 2 , and/or Covenant dated November 9. 1998, from Mesiti-Moore'sFall, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex Nort11 District Registry of C'''•L)Ul l NIL-11-\f>�IINI-IIL.00.ALS-I':remh`•I'orm 1-1-ot Rcicasc.doc Deeds, Book 5247, Page 76, or registered in Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A, in Registration Book N/A, Page N/A, acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated above on said plans as follows: Lots 12A, 75A, 76A, 77A, 78A, and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan i",Turinber 13761; and Lots 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tan Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Esse: North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. EYN ECU TED as a sealed rn-3trui-nent tiiis 1 o day ofe Sept tuber � Majority of tIIZL Planning Board'" 'L ' ivNY %=1 Of the Town of North Andover ; % ` ' L.'.11'i\llU�'S'.Desktop',Form J-Lot Rcleasc.doc COMMONWEALTH OF MASSACHUSETTS Essex, ss - October 31 , 2002 Then personally appeared Kathleen McKenna , one of the above members of the Planning Board of the Town of North Andover, Massachusetts and acknowledged the foregoing instniment to be the free act and deed of said Planning Board, before me. Notary Public ; My Commission Expires: FAewdocslPulte-Re/Forest ViewiForm J Lot Release s 11-I N[ U 'S1DeslaopAForm J-Lot Rckasc.dnc Bond# 929262655 Aggregate Limit S FORM F PERFORMANCE BOND AGREEMENT NORTH ANDOVER PLANNING BOARD AGREEMENT made in consideration of approval of the within subdivision by the Planning Board and the acceptance of the security bond on this day of September, 2002 by and between the Town of North Andover, a municipal corporation acting through its Planning Board and Pulte Home Corporation of New England having a usual place of business at 257 Turnpike Road, Suite 200, Southborough, MA 01772 hereinafter referred to as the "Applicant" and "Owner" owner of the land shown on the following plans: Lots 12A, 75A, 76A, 77A, 78A, and 79A as shown on a plan of land entitled"Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lots 131, 14;`15, 16, 17, 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike,North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury,Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. for title to the property see deed from Mesiti-Moore's Fall, LLC to Pulte Home Corporation of New England dated June 28, 2000 recorded at the Essex North District Registry of Deeds at Book 5793, page 267,and deed from Moore's Fall Corporation to Mesiti-Moore's Fall, LLC dated November 6, 1997 recorded at the Essex North District Registry of Deeds at Book 4886, page 292 and deed from David White to Mesiti-Moore's Fall, LLC dated April 30, 1998 and recorded in the Essex Registry of Deeds at Book 5039, page 249, agree as follows: 1. The applicant hereby agrees to construct the ways and install the utilities in the foregoing subdivision in accordance with the following: i. Application for Approval of Definitive Plan (Form C) dated ii. All the conditions of approval of the Planning Board in their decision dated April 13, 1998, which are specifically set forth in Exhibit 1 and attached hereto and made a part thereof, this Performance Bond Agreement; and iii. All the requirements of the Subdivision Rules and Regulations of the North Andover Planning Board dated and revised February, 1989 under the authority provided by Section 81Q of Chapter 41 of the General laws (Te. Ed.) as amended; except for the waivers which have been granted by the Planning Board as specifically set forth in Exhibit 2, and attached hereto and made a part thereof, this development agreement. Any modifications to a previously approved subdivision plan pursuant to M.G.L. Chapter 41, Section 81W would necessitate a separate performance bond agreement to be completed in addition to the • performance bond agreement filled out for the definitive subdivision approval; and iv. In accordance with the Subdivision Plans and profiles submitted by the Applicant and approved by the Planning Board; and 2. The applicant acknowledges that the waivers that are specifically designed in Exhibit 2 are the only waivers that are acknowledged and approved by the Planning Board as of the date of the approval of the Subdivision Plan; and 3. The Applicant agrees that the subdivision shall conform to all the requirements of the Subdivision Rules and Regulations except as waived by the Planning Board in writing if the development is not consistent with the Subdivision Rules and Regulations, the waivers granted thereto, and the conditions of Approval, the Applicant agrees to bring the development into compliance within twenty days of notice from the Planning Board of noncompliance; and 4. The applicant agrees to construct the ways and install the utilities within two (2) years from the date of endorsement of the Subdivision Plan and Profiles, and furthermore agrees that construction shall be completed two years from the date of commencement of construction, or such further time as may otherwise be mutually agreed upon by both parties in writing. Failure to complete construction and installation within the time specified may result in rescission of approval of the plan, or may result in the Planning Board, by a majority vote, voting to seize and utilize the surety funds to complete the construction and installation of the ways and utilities. Prior to su94 sei�ure of surely funds, however, the Planning Board shall provide the surety, ontiayfnotice, an opportunity to complete the construction and installation of the bonded improvements remaining uncompleted. In the event the surety shall determine to complete the improvements, the parties shall thereupon agree upon a schedule for such completion, taking into account the nature of the improvements remaining to be completed, the weather conditions, and such other factors as reasonably impact the schedule. 5. The Applicant agrees to maintain all ways and utilities in the subdivision until the Planning Board finds that the subdivision is complete, and has received a favorable recommendation by the Planning Board for acceptance of all streets in the subdivision and action on a Town Meeting warrant article to accept the street, and the street has been accepted. Failure to maintain all ways and utilities may result in the Planning Board, by a majority vote, voting to seize and utilize the surety funds for maintenance of the ways and utilities. 6. The Applicant agrees to record this agreement with the Subdivision Plan at the Essex County Registry of Deeds, and to forward recorded copies of this Agreement to the Planning Department within thirty(30) calendar days of the Planning Board's endorsement of approval of the Subdivision Plan. Failure to comply with this provision will result in automatic rescission of the Subdivision Plan. 7. This agreement shall be and is binding upon the heirs, executors, administrators, assignees and successors in interest, and upon the grantee or successors in title. The applicant shall notify any new owners, heirs, executors, administrators, assignees and successors in interest that this agreement has been executed, and shall provide written proof of disclosure of this notification to the Planning Department. The Planning board, however, agrees that in the event the owners of the property and applicant notify the Planning Board in writing of a transfer of title to the property, transferee shall replace the existing bond with another bond acceptable to the Planning Board. The existing bond shall remain in full force and effect until the Planning Board approves the subsequent bond. 8. The Applicant is the owner(s) of the record of the Premises on said plan. 9. The bond provided to the Planning Board shall not lapse. The Applicant agrees that if the bond or other security lapses or is no longer valid, all unsold loss shall be considered to be under covenant and not be conveyed or built upon and the Town shall not issue buildings permits on such lots in the subdivision; and the Applicant shall forthwith forward to the Planning Board alternative security acceptable to the Board. 10. The Applicant agrees that no amount of the security will be released to the Applicant until such time as the Applicant has completed the work in accordance with all decisions and agreements, petitioned Town Meeting and obtained a favorable recommendation from the Planning Board for acceptance of all streets in the subdivision and obtained Town meeting approval for all streets in the subdivision. In no event, however, will any cash amount of security be released to the applicant and no bond reduction in the bond amount shall occur without the express consent of the surety, providing the security under this agreement, which consent will not be unreasonably withheld. 11. Prior to the signature of the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board consulting Engineer to perform a cost estimate to determine the amount of security to be posted for the subdivision and will post the amount as determined by this cost estimate for surety for the subdivision. 12. Prior to the signature of the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board Consulting Engineer to perform a cost estimate to determine the amount of security to be posted as surety for the subdivision. 13. Prior to the signature by the Planning Board of this document, the Applicant agrees to post sufficient finds to pay for the Planning Board consulting Engineer to determine a cost estimate for inspections to be performed annually by the Planning Board consulting Engineer for two consecutive years to ensure on an annual basis the amount, if any, that was determined by the Planning Board Engineer. 14. Prior to the signature by the Planning Board of this document, the Applicant agrees, if required by the Planning Board, to post sufficient funds for reasonable attorney's fees associated with the submittal and reviewing of this legal document when reviewed by the Town's Legal Counsel. 15. The Applicant and Bonding Company agree that if there is any conflict between this\ document and any other documents, they may have relating to this agreement, this document shall supersede and be binding on the applicant and surety company. 16. When a majority vote is made by the Planning Board to seize the funds being held by the surety company, the surety company, within 21 days, must provide the funds to the Town. Unless the surety shall have on notice from the Town agreed in writing to complete the improvements in accordance with the provisions of paragraph 4 herein. The Town of North Andover, acting by and through its Planning Board, hereby agrees to accept the aforesaid performance surety bond in the amount specified in this Agreement as security for the performance of the construction and installation specified herein. This document is executed as a sealed instrument. IN WITNESS WHEREOF we have hereunto set our hands and seals on this date: Signature Board Chair or Town Date P er, as authorize by vote of Planning Board Si atu Applicant or its Authorized Agent Date ��� 14.r fl- eC�r� a NG Taxpayer LD. 0-32-2-97S-9 �--� '0'43 � ',Af�fS 60'436- flFd���T ignat Owner or its Authorized Agent ukCcr� S F/t/5bate September 16, 2002 Signature of Bonding Company or its Authorized Agent Date Robert Porter, Attorney-in-Fact (PLANNING BOARD) COMMONWEALTH OF MASSACHUSETTS Essex, ss. , 2002 Then personally appeared the above-named , who acknowledged under oath that the foregoing is the free act and deed of the North Andover Planning Board, before me, Notary Public My Commission Expires: (APPLICANT) COMMONWEALTH OF MASSACHUSETTS Essex, ss. _ �; � w (. 1 c�, 2002 Then personally appeared the above-named r rn I�'�C 00,-'� , who acknowledged under oath that the foregoing is the free act and deed,before me, 9 A l/G y� mmission Expires: E=both MkAiilQr Nctary Public Commonweaith o€ jMas3achcsetts A9yCommisslcn Expires May 13, 2008 (OWNER) COMMONWEALTH OF MASSACHUSETTS Essex, ss. W,4� ���i,17 � , 2002 Then personally appeared the above-named �, ✓Y1 ��� I , , who acknowledged under oath that the foregoing is the free act d deed,before me, Not Pu lic My Commission Expires: Notary Commonwealtti Oi :4SSSi7`4JC11�lS MyCommfssicn Er.�irss,Pav'8;2008 (SURETY COMPANY) COMMONWEALTH OF MASSACHUSETTS Essex, ss. 12002 Then personally appeared the above-named , who acknowledged under oath that the foregoing is the free act and deed, before me, Notary Public My Commission Expires: Continental Insurance Company To be attached to and form a part of Bond No. 929262655 Effective Date: September 10, 2002 Bond Amount: $83,859.51 Executed by: Pulte Home Corporation of New England , as Principal and by: Continental Insurance Company , as Surety in favor of: Town of North Andover (Obligee) in consideration of the mutual agreements herein contained, the Principal and the Surety hereby consent to adding the following paragraph: It is a condition of this bond that it will be in force until September 10, 2005, and the Surety may notify the Obligee by registered mail sixty(60) days prior to the expiration date that they elect not to renew this bond. Nothing herein contained shall vary, alter or extend any provision of condition of this bond except as herein expressly stated. This rider is effective: September 12, 2002 Signed and Sealed: September 12, 2002 Principal: Pulte Home Corporation of New England 7 By: Principal Calvin R. Boy , Director of Treasury Operations Surety: Continental Insurance Company By: Attorney-in-Fact Robert Porter POWER OF ATTORNEY APPOINTING INDIVIDUAL. ATTORNEY-IN-FACT Know All Men By These Presents,That The Continental Insurance Company,a New Hampshire corporation,and Firemen's Insurance Company of Newark,New Jersey, a New Jersey corporation(herein called"the CIC Companies"),are duly organized and existing corporations having their principal offices in the City of Chicago,and State of Illinois,and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint John R. Stoller Julia T.Corcoran Vincent J. Frees,Maureen E.Thomas, Bruce E. Robinson,Calvin R. Boyd,Jane K. Bolting Colette R.Zukoff,Suzanne Treppa, Robert Porter, Individually of Bloomfield Hills, Michigan their true and lawful Attomey(s}in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature —In Unlimited Amounts— and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions, printed on the reverse hereof,duly adopted,as indicated, by the Boards of Directors of the corporations. In Witness Whereof,the CIC Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 22nd day of March,2002. The Continental Insurance Company U Firemen's Insurance Company of Newark,New Jersey Michael Gengler Group Vice President State of Illinois,County of Cook,ss: On this 22nd day of March,2002,before me personally came Michael Gengler to me known,who,being by me duly swum,did depose and say:that he resides in the City of Chicago,State of Illinois;that he is a Group Vice President of The Continental Insurance Company,a New Hampshire corporation,and Firemen's Insurance Company of Newark,New Jersey,a New Jersey corporation described in and which executed the above instrument;that he knows the seals of said corporations;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. "OFFICIAL SEAL' X DIANE FAULKNER Notary Public,State of Illinois My Commission Expires 9117105 + My Commission Expires September 17,2005 Diane Faulkner Notary Public CERTIFICATE I, Mary A. Ribikawskis,Assistant Secretary of The Continental Insurance Company,a New Hampshire corporation,and Firemen's Insurance Company of Newark,New Jersey,a New Jersey corporation do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the corporations printed on the reverse hereof is still in��i ony whereof I have hereunt� rkscribed my name and affixed the seal of the said corporations this 12TH day of ... t The Continental Insurance Company Firemen's Insurance Company of Newark,New Jersey :'L Mary A. Ribikawskis Assistant Secretary (Rev. 10/11/01) ACKNOWLEDGEMENT BY SURETY STATE OF MICHIGAN ) )ss. COUNTY OF OAKLAND) On this 12th day of September, 2002, before me personally appeared Robert Porter, known to me to be the Attorney-in-Fact of Continental Insurance Company the corporation that executed the within instrument, and acknowledged to me that such corporation executed the same. In witness whereof, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. My Commission Expires: March 26, 2006 J� ':;A1 Notary Public, Marcia G. Howard ` ' `s'' �` ~ " ' �= ^ _.,� Oakland County, Michigan MH:033 ACKNOWLEDGEMENT BY PRINCIPAL STATE OF MICHIGAN ) )ss. COUNTY OF OAKLAND) On this 12th day of September, 2002, before me, the undersigned authorized employee, personally appeared Calvin R. Boyd, who acknowledges himself to be Director of Treasury Operations of Pulte Home Corporation of New England and that he as such employee being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the Corporation by himself as such employee. My Commission Expires: March 26, 2006 st MUM 09;'Nn Notary Public, Marcia G. Howard ^�, .-Ma, .zG,2(0b Oakland County, Michigan MH:033 Location �n4 is a L- R1 (3 W I u o -�,Z No. 3 SE Date �aRTM TOWN OF NORTH ANDOVER BOG 41 F 9 a ; Certificate of Occupancy $ "^ H tt� Building/Frame Permit Fee $ q �3 cHus s� Foundation Permit Fee $ Other Permit Fee $ TOTAL $ q30 Check # ! Db16 -198 y Ba Building Inspector FEB-13-2003 10 :32 AM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 `�alzAll ��TrnN9�>:uw,�dL -5 ,6—o3 't PALOMINO DRIVE L-19.58' L0100.OQ 4 017 „ 6•=03'18'32" Rw32&oo' I L-100. ' 325 4° Zg,e 111 T38 D5' R-325,00' { 27.1' ' LA ' UNopTtON +� I t SOP �0 �15�•�1 EL�v P�tON a TOP FOUNDATION A ELEVATION-150,38 30.8' 11253 LOT 15 I14400 S.F, 0.33 Ac. 53.6' 11111 �A109� 20' WIDE Sol�, DRAINAGE 3J� EASEMENT 1150 ) I � P ��yZil OF9 g . 11111tIN M, MILIESCIUC sn No. 39049 O 3v WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO. ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E,M.A,/H.U.D. FLOOD INSURANCE RATE MAP, B1'-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 15 FOREST VIEW ESTATES MARCHIONDA & ASSOC. ,L. P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOMES OF NEW ENGLAND, LLC 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 257 TURNPIKE ROAD SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=30' DATE: 2/13/03 r Date.... ............................ ,&0RTjj TOWN OF NORTH ANDOVER 0 0 PERMIT FOR WIRING U IfThis certifies that .................... has permission to perform ... ......... .............. ..................................... wiring in the building ........................ . ........................... atZ..'-..,/............ ............. ................................. .North Andover,Mass. Fee... Lic.No. ............. .............../ " ................. ELECTRICAL INSPECTOR Check # 1, 37 --\ .� ` Office Ilse only al-he tornmonu)ealth of ilassachusetts q /7 .[� / LL Depnrtrnertf of Public Safety 7V 3 occupancy d me Cheek�d _ y —_ ` BOARD OF FIRE PREVENTION REGt1UlT1pDIS 527 GMR 1200 3/90 11asY• AI,nk1 APPLICATION FOR PERMIT TO PERF=ORM EL,EC.TRICAL. WORK All work to be performed In occordance with the Massachusetts Electrical Code, 577 CMR 12:0(1 (PLEASE PRINT IN INK OR TAPE, 11IJ. XNFORM&TION) Date_ _ - -- City or Town of t'AAf\_lis, N QJ-w To the Inspector of Wires: The undersigned applies for a peivit to perform the electrical work describe:! below. Location (Street & Number) G•tP (�\ 1 _���C 1V 2 �..� �.� „.__�T _ w Owner or Tenant t L—) I k, -.&JM � 5'�'F �LiY .� Owner's Address -Q a� I'1 Cl�l a t1 �R 8:1 i � �.. "� _k�x l+ _ *2- ilwI Is this pernit in conjunction wirh a< building permits Yes No ❑ (Check Appropriate Box) purpose of Building ei-1 r� �M Utility Authorization NO. ��� r 762 ..Xiit'ailg .'i+er'd•ice! +\s&px �._.,.._..._..._._Volts ove-%sac -1 :ilidgru� I+c. of !'-zcrs New Service' �.t:." Amps � :,{J� /��% Li Volts Overhead ❑ Undgrd No. of Peters y 1 Number of Feeders and Ampacity _______- Location and Nature of Proposed Electrical Work No. of Lighting outlets No, of Hot Tubs No. of Transformers Total }VA No. of Lighting Fixtures SwimmingPuol Abode (" 1 In- No. ("� grnd 1 J grnd El Generators 1:V:\ No, of Receptacle Outlets No, of Oii Burners No, of Emergency righting Battery Units No. of Switch outlets No. of Gas Burners FIRE ALAR,%IS No. of Zoneo No. of RangesNo,`ofYItis Cond. � Total No. of Detection and mons Initiating Devices No, of Disposals Ile�at Total Total P No. of PUMPS KW No. of Sounding Devices No, of Dishwashers Space/Area Heating M.W No, of Self Contained _ _ _ Detection/Sounding Devices Y No. of Dryers Heating Devtce.^,�^T KN Local ❑ thlni.cipal Other Connection _ No. of Water Heaters KW No, of tl°'-off_ Low Voltage _No. Hydro Massage Tubs No. of Motors Total IlP OTHER: INSURANCE COVERAGE: • Pursuant to the -requirements of Massachusetts General laws I have a current Liabilit Insurance I'oltcy including Completed Operations Coverage or its substantial equivalent. YES M NO L] I have submttted valid proof of same to this office. YES(, NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE rlu. BOND ❑ OTHER 0 (Please Specify)CL _ -- - i xpiration ate Estimated Value of Electrical Work S �� i /t I Liv( ( i Work to Start Inspection Date Required: Rough!^__—Final Signed under the penalties of perjury: FIRM NAME �G�1`r1 _Sy► �r1L�LISCI �:�� s�'TfLO- __ __-LIC. N0. Licensee To,meSLam_ Cl� ' 1t��1_()_(NSignature_ _ LIC. NO 11 ( .� f� Bus- Address-2 Address 7 Alt. Tel. No, OWNER'S INSURANCE WAIVER: I am aware that the Licensee does no have the insurance coverage Orits sub- stantial equivalent as requi.i-ed try Hassochusetts General Lala , and that: my signature on this permit application waives this requirement. Owner Agent (P1 se check one T�!� 1inn- 140. PERMIT FEE S 7�Jx z JAMES E.BUCHANAN ELECTRIC,INC. PLEASE DETACH BEFORE DEPOSITING CHECK NO. 1 12518 • T UN LOT 15 NUHOME 03/05/03 753. 00 . 00 NEW HOME FERMI 753. 00 126 Palomino Drive Lot 15 North Andover, MA TOTALS 753.00 00 75, F- 00 „6 r r o+ µaRTly NH . O D y s 39sscuus� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number Date cam-3 © -d o TIES CERTIFIES THAT THE BUILDING LOCATED ON MAY BE OCCUPIED AS / E- 4 "n I b- Y � V Keoorn6 43 / 8,o,7-;5,s IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO All C ' Building Inspector No rc r-N E TONNM of , - ,•f . .•, over Q No. 03 r n C o�A COCHIC �19 over, Mass., ORATED pPa,`�5 S H � BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR .v ��� �� THIS CERTIFIES THAT '�• • ........................... ............... .................................................. .................................... ..................... Foundation✓�� has permission to erect.... ............. buildings on A-4 S.. . A0& PA �� ! � Rough A40d—',' - 3 —i0-.3 D ��r� �3 ate, f,I/ 4 to be occupied as �......... . ............ ....................... ............ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relatin to the Inspection, Alteration and Construction of /� Buildings in the Town of North Andover. 10 8 &/113 1 4 a �� r PLUMBING INSPES&QR "1 7 �j�, C v VIOLATION of the Zoning or Building Regulations Voids this Permit. ''��,G & 'Pl PERMIT EXPIRES IN 6 MONTHS k'ic n UNLESS CONSTRUCTION o ARTS ELECTRI AL INSPEC .......� ..............................., °.. ... ..:.. BUILDING INSPECTOR final �c3• Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFina, No Lathing or Dry Wall To Be Done FIRE DEPARTME T Until Inspected and Approved by the Building Inspector. Burner /,A_ Street No. SEE REVERSE SIDE Smoke Det. o SPECIFICATIONS PRODUCT ACTION REQUEST P .A.R. ODES DRAWING INDEX � W GENERAL REQUIREMENTS PAR'01-121 I DESIGN CODES l.00 sPECIFICATIONS,SCHEDULES,&INDEX In 1. Work performed shall comply with the following: DATE' 08/21/01 A. These enrol notes unless otnerw¢e noted on Ions or duct ; 2.00 FOUNDATION PLAN 4i 9 P Pro BASED CN C.A.B.O. ONE & TVdO FAMILY DWELLING CODE 1995 EDITION U w. specifications. 2.01 OPTIONAL FINISHED BASEMENT �y B. At applicable km1 and state codes,wine.cas and ne.!anon. ACTION REQUESTED: RESPONSE: 1 p g BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION 3.00 FOUNDATION DETAILS 0 �' C. h areas where the be boys do net address in methodology,mag., 1.Redraw house per Pull,standards. L Redraw h.H,W 4.00 FIRST FLOOR PLAN the contractor shot he bound to perform in strict compliance x.th per Pvlte g plan P.,unisheets) 2.Create eNerf ori fron'n 1 for unit with roof trusses monufac±urer's speaficatians and/or recommendations. g plan 2.Created d±ornate eramey plan for urri wzn roof trwaea(9.00) 4.01 SECOND FLOOR PLAN z' 3.Create new foundation plan using eie¢I beams in basement. C 2. ins general notes and typical details apply throughout the 3.Created new foundation plan using steel beams in basameni.12.001 5.00 ELEVATION#1 job unless otherwise noted or shown F� d 3. Discrepancies: The contractor shall compare and coordinate / / ,, f 5.01 ELEVATION#1 W/OPT.BAY WINDOWS d ♦ all drawings;when m ly opin it of Ina Architect f r discrepancy /L. es( 4 le`tl C-a �r / S 5.02 ELEVATION 1 W/OPT.BRICK �+ exists n she promptly report it to the A<ahileat for prop,:ad;astmert ✓✓✓ / BUILDING CODE ANALYSIS 5.03 ELEVATION#2 x before proceeding with the work. t� C! 4. Omissions: In the event certain features of the construction 5.04 ELEVATION#2 W/OPT.BAY WINDOWS -- e C ore not full snows on the drawings,their canstruecon shot:be of .� USE GROUP' R-4 5.05 ELEVATION#2 W/PARTIAL BRICK G' the some character as for similar conditions that are shown or noted. C,ON5TRUCTION CLASS: UNPROTECTED s. til we is to he performed in a professionsf manner and f^ �� / A/ / 5.06 ELEVATION#2 W/BRICK in accordance with stoncard practice and consistent wstb manufacturer's / / V V .A V` HEIGHT 6 AREA LIMITATION: 2 STORY MAXIMUM HOT 3s FEET 5.07 ELEVATION#3 and suppliers recommended installation procedures. 1 EMERGENCY E5CWEr E6RE55 OR RE56UE WINDOWS FROM 5LEEP@N6 ROOMS 6. Dimansmns shall be read or calculated and aevar sealed. V SHALL HAVE A MINIMUM of 5.7 50.Fr, 5.08 ELEVATION#3 W/PARTIAL BRICK All aim,nslons ore to a muga unless not<d ethemiss. All drawings ` 5.09 ELEVATION#3 W/BRICK are at 1"=4'-0"(1/4"=1'-0')unless noted otherwise. /� �//� y-1 / �� GARAGE/HOl15E CEILING/WALL A55EMBLTr I/z"6Y1111 BOARD OR 5/8"5YP5UM BOARD IF REQUIRED-WALL - 1 'CONCRETE/FOUNDATIONS / �J/J a CEILING W/20 MIN.6ARA6E/HOU5E POOR. Concrete INTERIOR STAIR PROTECTION: 11)LAYER OF 1/2'GYPSUM BOARD TO ALL 501 IN ACCE551BLE AREAS 6.00 LEFT AND RIGHT SIDE ELEVATIONS 1. The concrete properties shill be os follows: 6.01 REAR ELEVATIONS Alin.Comb siren th Min.aggregate DESIGN LOADS: LIVE LOAD FLOORS' 40 PSF 7.00 BUILDING SECTION l epi d P Size �lu�np .. LIVE LOAD ROOF 35 F5F(MIN.TOP CORP) 7.Dj BUILDING$FLITCH$ Footings 3000 1/2-1 4'(+/-1") DEAD LOAD FLOOR AREA 2 P5F Slab on 3000(INi) 1/2-1 <"(+/-'./2') DEAD LOAD ROOF 17 P5F ITRU55E5) 8.00 FLOOR FRAMING PLANS-OPTIONS grode 3500(EXT)GARAGE DECKS=40 PSF Gr .x.rvn a.,..n nnmea,r Wails 3000 1/2-1 4'(+/-1/7") WIN D LORD=18 P5F 2. Concrete work srwll conform to all'equirements of ACI-318-E9 STAIR LOADS=40 PSF 8.02 FLOOR FRAMING PLANS-OPTIONS and ACI 301-72,specifications for structural concrete for buildings. SNOW LOAD=35 PSF 8.03 FLOOR FRAMING PLANS 3. Al1 reinforcement,anchanbol:s,pipe sleeves and other inserts moll be posi111 secured in place before concrete is Placed. ATTI6 VENTILATION: 7099 5F./300=7 00 5F.REQU RED 8.04 FLOOR FRAMING PLANS 4. Provide 957 backfill compaction at 6"layers at art slabs j 8.05 FLOOR FRAMING PLANS and footings. Backfill to W of approved m.aie6ol. RIDGE VENT-56 LF.X OB5 FREE AREA/LF=4.76 5.F. 8,06 FLOOR FRAMING PLANS 5. Reference foundation nates far reinforcement requirements. SOFFIT VENT=120 L.F.X 045 FREE AREA/LF=5.40 5 F. 6. Tool edge of control joints and at slab to wall joints. TOTAL:10.16 S.F. 8.07 FLOOR FRAMING PLANS 7. a1 exterior slob-an-grade concrete shall contain not less than 59. 8.08 FLOOR FRAMING PLANS or more than 79 air entrainment. 6LAZ LNG v. I R Velua-2.05 MINIMUM R-VALUE5 OF OPENINGS: awMwm R Value=130 8.09 FI-0OR FRAMING PLANS Foundation 1. Fooling depths are shown on the sections unless otherwise DOOR5 Ertry R VCloe•1407 8.10 FLOOR FRAMING PLANS noted,footings shall bear a minimum of 12"'alto original 560 R Value,1.59 9.00 ROOF FRAMING PIAN-CONV./TRUSS undisturbed soil and a minimum of 24'balaw f risnad grade 5KYL16HT5 R VaKa=357 9.0] ROOF FRAMING PLAN -CONN. 36'-Frederick Co.AID.@ Horsham Township,PA,City of Frederick,NO and NJ; 42"-Rhad,Islonfi-Mass.). Where required,step footings to ratio of 9.02 ROOF FRAMING PLANS CONN. z hadcantol to 1 vertical. z. Where conmuons develop requiring change,in.-IVOLUME 6AL6ULATION5: BASEMENT 10.00 TYPICAL WALL SECTIONS re255 a r such changes shall be made as directed by the Geotechnical Engineer. FIRST FLOOR 14996 of 11.00 STANDARD INTERIOR/EXTERIOR DETAILS 3. Soil inMestigatlon and report: All earth wok,compaction 5E60ND FLOOR 15208 e,f 11.01 STANDARD DETAILS J supervision she l he done per recommendations of soil 6ARA5E 4570 a.f vestigation report Concrete slab and footing calculations ore based ROOF 12209 cf. 11.02 STANDARD DETAILS a 2000 pet va:Ma. a the site;set beings inaicate ies er N lose, TOTAL 59238 cS 11.03 STANDARD llETAiLS An Architect so that necessary structural modifications an be mod,. 11.04 STANDARD DETAILS CARPENTRY OPT,FLORIDA 6761r.f. 11.05 STANDARD DETAILS OPT.FLORIDA RM. 4454 c.P. lumber Grade 12.00 STANDARD FIREPL4CE DETAUS 1. Al joists,rafters,and headers shall be,unless otherwise P. ntea,Ram-Fir p2 with the allowing minimum at'awame sbess,s � 14.00 MECHANICAL./ELECTRICAL SYMBOLS&SPEC'S � and moeuws of emsfia 14.01 BASEMENT MECHANICAL/ELECTRICAL PLANS A. Extreme liber stress: Fb=850 PSI(Repe( member) B. -Haizontd sneac Fv=7c PSI 14.02 FIRST FLOOR MECHANICAL/ELECTRICAL PLAINS E Compression p,rpandIcular to gran. Fc=405 PSI ABBREVIATIONS 14.03 SECOND FLOOR MECHANICAL/ELECTRICAL PLATS k-'; D. Madwus of adeticity: E=1.300,000 P5I 15.00 OPTIONAL SUNROOM 2. Hem-fir may be substituted,substituted species shall meet AB ANCHOR BOLT GA. 6AU6E REF. REFER TO REFERENCE rrTT,, or xceed requirements no above. AFF ABOVE FINISH FLOOR 6ALV. 6ALVANIZEO REINF. RE:UFORCING.REIAIFORCEO 15.01 OPT.FLORIDA ROOM SPF Stud grade properties(2 x 4 or 2 x 6) ACJ. ADJACENT!ADuU5TA5LE G.L. GEOERAL CONTRACTOR REQ'O REQUIRE° IB,OO OPT,FRONTLOAD 3-CAR GARAGE AFT. Above FINISH TREAD GEN. GEfERAL RMS. ROOMS Fh=676 psi ALLY 4LUMINUM 6YP. 6YP5UM RNC RANGE 16.01 DPT.SiDELOAD 3-GAR GARAGE > Fv=70 psi ANCH. ANCHOR 6.'", GLUE LATA R.O. ROUGH OPENING 17.00 OPT,WOOD DECK F6=425 psi d ANGLE R. R15ER � Fc=675 psi ARCH. ARCNTECRJRAL HDWR. HARDWARE - RND ROUND 17.01 OPT.WOOD DECK W/FLORI ��� E = 1,200,000 psi a AT HO.WO. HAROWOOD Z.00a- FDorJ nagl OxJ RQ. H61. HEIGHT SC SAnLUT Ifxl�'t(/y�jf� L3*� y W000 ENGINEERED FRAMED SYSTEMS B7 BOARD -QRZ. HORIZONTAL,HOR ZONTALLI ScriffM. 55CWMATC -"OI TIL� �A1I5ii16� � ' � m- Nm BLDG. BUILDING Tmss diagrams Show design intent only. Truss manufacturer to BM BEAM HR' HOUR 7 - I verify of spans,d reenshire,pitches,etc.and submit shop HOft. HEADER SHT. 51EEi , 4,,00 IL'•• �"1 �K- �f.Etr..J drawings to fabrication BTM BOTTOM HB H05E BiB SIM 51M.'LAR D' yJ / L� u^�v.a r/D�� ✓/'.-/.i'�` w,/7 ��„ poor, BLK6. BLOCKING 55. STAINLESS STEEL 1�+ J W✓^+� r:'r e/,� I rw/i�'r [./ Floor Trusses BRE BEARING .0. IN51PE DIAMETER STL STEL 1. Floor trusses:pre-engneered trusses. Floor truss BRK BRICK 'NOR. IN GROUND SrRUCT. STRUCTURAL onufocturer to supply shop drawings and erection drawings.Shop drawings BSMT BA5EIENT vSUL 1N5ULAT',ON yJ=p 5:5PEN5ION a� must be sealed by o professional engineer registered I,,the INT. INTERIOR 55510 5LIOIN6 GLA55 DOOR ze CONTROL JOINT 5 M5IDECORNER 50 SQUARE REVISION TRACKING $ay°y" governing jurisdiaii0n. LL !ENTER LINE _ z55dsl 2. Floor Trusses shall be designed to limit deflection to L/480 CMU. CONCRETE MASONRY UNIT JT JOINT TO TOWEL BAR for jive'add and for a dead load of 40 PSF+16 PSF. Rooms consisting COL. COLUMN T e G TON XE AND GROVE NO 4T NOTES NO. V=AT€ NOTES a ' of different lengths the deflection of the shortest span shall govern. CONC. CONCRETE K51 KIFS PER 50VARE:NCH RAGE SLAB the shortest span shall govern. COW. COM(i TFW TOP OF FOUWATION WALL 0I-121 06/21/01 UPDATE DW,6 's J �y Joist CONT. CONTINUOUS LT.WT. LIOHTWE 16HT TYR TYPICAL 1. -'vieh Pre-engineered 0!etS. -'Dist manUlOC(Uler l0 9u CONST CONSTRUCTION LT. L1611 i TREAD c bI IH a J gineere j I supply LTSK. COUNTERSUNK IVR. LOUVER Tq TOWEL RTA engineering calculations sealed by a professional engineer registered CO. CA5.E0 OPENING LJ, LAUNDRY T'JB TRPL TRIPLE in the governing jurisdiction.Connections and details shall be as shown CANT CANTILEVER . �'•'wwq g on plane, CT. CERAMIC TILE MAS, MEMORY UI& UNLESS NO TED OTHERWISE34 Tg�� 2. Floor I-joist shall be designed to limit deflection to L/480 CLC. CEILING MAT. MATERIAL bbl 3s LM1t. CROWN MOULD VERs VERTICAL '{§. for live load and for a dead load Of 40 PSF+12 PSF. Rooms consisti, MAX MAXIMUM l'ERIFY INFIELD ~ � �� � i 'r9 CR. CHAIR RAIL V°. of different lengths the deflection of the shortest span shall govern. M O MEDIUM DENSITY OVE^HEAT W WASHER antes MIN. MECHANICAL !ne sh t span shall govern. D DRYER MIN. MINIMUM W/ WITH PENNY LL9. WOOD Root Trusses DBL. MD MASONP.Y OPENING DOUBLE WWF WELDED WIRE FABRIC 1. Rohl trusses: Pre-Engineered trusses. Roof truss manufacturer to supply pA MTI'. METAL WALKOUT shop drawingsvand erection drawings sealed b shall be d beer tired DIASTER 410 OR W/0 py y a professional g regis ON DIRECTION 41 ON LL'INDON' in the governing jurisdiction.Connections and details shall de a9 shown ON DOWN N.I L. NOT IN LO47RAL7 on plans. OR. DOOR (NT5) NOT TO SCALE OW DISHLL'ASIER 06 ON CENTER DWG. DRAWING OPER. OPERATOR OIL POWNSPDUT 1 OIL OEtAI! OPNC. OPENING GR055 F/N/5HE0 DPT OPTIDNfc SCIUAREFODTAGES I SDUAREFOOTAGES Ea. OSH. OUNCE OD O STRAW 90AR0 DRAMN EY EJ. EXPAMON JO'�NT Q'- ON'`'CE FL45TF GOR /649 F/RSTFLGOR /G49 1 EIEC ELECTRICAL ELEV ELEVA110N I(5 ONE SHELF 1879 i SEGO/JO FLOGR 5U6TOTAC 9519 6I/L4TOTAC 35PB DATE:u�7m E0. EOU P PC PRECAST GPT F/N/$fIETi f3,`36'T 4/8 REI'No. DATE EoPIP EOulamEur ..Bp PARTIG.c BOARi GARAGE 464 REG RGGM 550 EXP. EXPANSION PL PLATE OI-121 OB/21/OS EXT. EXTERIOR PNL. PANEL �M�T 5T!/OY /98 EE. EACH 9W All PLTY'OOO TOTAL 55/01 BATH 54 FLOOR COVERING CHANGE �- PREFABRICATED F/` PR. PAIR STORAGE /14 JOB NUMBER F0 FLOOR DRAIN PRO". PROJECT/PROJECTED 6AIAGE FON. FOUN'OATION P51 POL'NOS PER 50.IN. 'I FLR. FLOOR P5F POUNDS PER 5QFT. TOTAL 599P 1 `� w r FIREPLACEPT, PRTREATED A1214TB FIR FIRE RATE° ESSURE TEOPT F'GRrORM A 140 FOOT/FEET RM FRAME QUAD, QUADRUPLE OR,5UNROOM Y94 SHEET NUMBER FT FTG FOOTING TOTAL GPI t,O O SP-CAEODWG"ev 05/05/9 8/70/94 A50REV V COPYRIGHT 2001 Pulte Homes Cr lu co FO.NDATo OPT.ON4L IO'-b" 5 MASONRY FIRE'-ACE 5'-0" S'-5" v` C w� l O 28210 DH 28 t0 DH c w ' BOSS SH A 28 5H 1-_- B (2 01 (2) 7.01 rwrq 2A15 a EE. 2J.I ®EE. ' ---------------------------- -- --- ----- --- --------- - I F --T-h -- ---- -- UG • '''-- I. REFERENCE PRODUCT STAB ELEV. T.F.W.3'-6' - O E VERIFY Lx P: SPECIFICATIONS FOR DELY, p, 5AND LOCATION r-1 W M 2.DO NOT SUPPORT WOOD OELK NOTE, z FROM ANY CANTILEVER FLOOR REFERENCE'.NE FOLLOWING SHEETS EC^ PARTIAL FOUNDATION PLAN - D, SYSTEM. FOR ADDRIOINFDRMPTION 3.PROVIDE DRAIN TILE AROUND DAYLIGHT ON PLAN OPTIONS:S 4 15.01.8 15.02 FOR OPT.REAR FLORIDA RM PERIMETER OF FOUNDATION C'--4 H. SCALE I/4 _ A5 kE0 D AT APPROVEO L' GEOTECHNICAL REPORT. p 4.PLUMBER TO VERIFY DRAIN p �i LOCATIONS FOR ALL TUBr SHNR o �''X _.(y VARIATIONS OEETS FOR ANT 14:-6I" FOLOJDATiOJ s OPiIO\AL4sau WIiS. 2 10'-p" 5'O" b-B" ALL 6A5E0 OPEfr'INGS SHAL /7-Im MASONRY -TICYKLE ' b/ SGD �DH --p-------<ry 7.01 ALLEIstFLRCW NDOW HERS P fii 5/3WIDOORS DH _ g f2)2 z b W/ (2)21'OJ W� A 3 O 5H B ALL WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERWISE 21-2S EE. 2J•15 s EE 7.01 (2J 2 10 W/ WKlrl•.- -I�P_--, ! .UNC. 2J 15�E-. �-- - I!-- SET ALL BSMT.WINDOW5 HDRS E 82 / F5 U N0. N r----------------- ---------- --------------- .I REFERENCE CORNICE DETAIL 5 FOR 2nd FLR.WINDOW --�------------------- •-� HEADER HEIGHTS THIN EST ALL LER TILE OVER 5 PL7'56 5/6°UNOERLAYMENT' O_O• ALL WINDOW5 SHALL BE TRIMMED PER SPECIF.LEVEL ! SET ALL TUBS ON 90"FELT VERT A I PROVIDE M'NUMUM OF 4"RETURNS E ALL OPENIN65 _ W . ALL ANGLED WALLS P 45 DECREE5 UN.O. _ PARTIAL FOUNDATION PLAN - WALKOUT GOND. ENTRANCE a WINDOWS wI 1 X TRIM e BRICK STD.LOCATION OF COfJDIT10N5 SHALL HAVE EXTEND JAMBS. OF'r.FREC4 5T BULKHEAD W/ 6CALE.I.I'-0" ALL BRICK 5URROUNDS AND GLOWS SHALL PROJECT I" ^� 40 M.O.IN FOUNDATION WALL y REF.DTL A-3.00. FINNOTE0. �.O:: r,_-______-r, - FOI'A"RN OPTIONAL 46'-4u MASONRY FIREPLACE A T'-O" T'-D" LC A ----- C 15.00 pF au EAD 7•m 10.00 I --- 1 l.m F=- -I 1.01 ---� --------- I! r---� ,I ------- --- ----------------- - - --- - -- --- - ------- -------- --- -- ---- z- :I r ! -----------------------q------- ------ --- -------------------- Io ----- -- ----------------- --- I .-I 12'BSNT.WOW-SET I-...y m s- e :n T.F.W 7-8' o _ T.F.W.7'-8 0 FLUSH W/TDP OF FON WAIL- I OB g9' OMIT 0 W/O CONO. S ..... SUMP UMP VERIFY L VERFY L ATION 30'X 12'3SMT.WDW-SET /?.M. FLUSH W/TOP OF RNN WNL- 30'X 12"SENT.WLW'-SET 30'X 12.8 .BDW-SET1 l I OMIT @ W%0 COND. SUB N. PLUSH W/TOP OF FCN WALL- FLUSH W/TCF FON WALL- Mow r0 BOB DF SUNROOM 0'-0' OMIT @ W/O COND. OMI @ W/0 C@:D. 10,00 3":x II GA AD!. 3".x II GA ADJ. 3",x'rGA ADJ 3".x IGA ADL. O STEEL COLUMN Ozl STEEL COLU"N ON STEE!COLUMN ON - STEEL JMN ON ` 36'x.36 x 12" 36'k 36,12" 2a"x 24"x 2' ! O 24''z 4'l 12 I E;MB. it-aIu /(3)•5 EY18 T COwRE'E FdOTDY I O CRETE F T'NG I Q CONCRETE FOOT'NG ONCRETE FOOTW.a 1 I C 0° 2 UNFINISHE BASEMENT DINT LOAD FROM ABOVE /oN INT LO FROM ABOVE - - eeaM --- - FCCKET ----- I t (2!i 3/4"x II T/8"LV1 I BEAn_ r IDI rn�ovlDE v2" 'II ---- nTK) - jD L TJ SILL LOCATION L J SILL Loc MON +, , x GYP. : : W LINES J __ A LINES 4a o (a STEEL COLUMN ON r STEEL COLUMN ON NOTE: r k9YJI STEELx II GA ADJ. CHAS' r O �b k 36"z 12° 6D'OF S AIRS AND A 1 P:; ST CAN CONCR TE FOOT l"Y ABOVE •` __ ____ --- =87.00 r--- -- �fi 1-- e -- q HIGH 7.00 'O 36"N ON HAS 36"x 36"x N - I _ Fh01 r 1" HGh ABOVE _ __ _ ___ _ CONCRETE FOOTW, CONCRETE FOOTING W/(3)-5 BAB. W I W/(3)"5 E3JB. WALLS W/FINISHED W/(3)'c cWg, I -------- L -------j I - --II- �F 1O Ip ! -- tax 4 x Iz- I �I II G 1 II 11 II a li n 0 1 tow BASEMENT CONDITION 1 1 �z \C CRET; (�('jp�JO"tk (�p,J Z-, PRO GAUL ! o �`� �� COTING °` ! POCK W/ E BE I', M H B a o - I a F.w.r-A' III o a < 30%12"ESMi.WDW-SET a d' O 'RAIL. V OPT.BA HN O I I GON'E'D ,(i t'.) R ._.._........../. �I yT Fl-USi W'/TOP W FOR WAIL- I -3 3a" OPT.PLUMBIvc - n I r-F a anoW/oconD. --- - e MOVE r0 BID OF SU 11111 p'-p' N SII \._ ! C GR BEAM ! 3.00 =�. €5 @ BOTT TYP. y<! I I t tfi'neEe w.4 I I 3.00 _ ..-.:.._�_._.-.-.- As REQ Ned -M -- - - o _ j ✓...._ �I FEW,1'6'@A'ESMT. I 'na 2S -- FEWI 1 9 SLnPE fi' ,W _ o 'I ----- ----- r-s -- ----- '- - ,---------``_-,"� 9 1 .�•Low 1�1VIXCAV,`EO 1Fs s'm' I, o -----I H ,��I� G RAGE V I I II\ I I L- 4*CONCREE �� -------- : "SLEEVE 6"CF COMPO AVELIN rt 300 3.00 GARAGE --- W/OR W/SIDING 3.00 10.W ---------- --5��' - I I I ----1 I � I ®DNEXCAVATEO - - -- CR STUCCO------ , CONC.G 68FNd Hly �" SLOPE 6' I 1y CON 0.Cit WP LOW P T.FOUND. PLAN I' 16 r,6 DEEP W/.4EAM E. OIIFAC EG0GvAVVW'j / OPT. SUNROOM. A D €5 015'6'0.(m.1 h:, I 7.01 3.00 As REDJIAED '. BY CR .kA .4'MJ : 11I/ ?� -------------- DDE q OWB ) x) KH ----- ------- POCKEiW G?PD-BIXNT -- 6--- I N D 3,00 / DATE: 6/20/01 c REV No. DATE 7.01 L-- - ------ fir,.- �-yr ot-12100/20/07 �- I FOUNDATION PLAN SCALE:I/4^,I'.0' - D 22�-- �5AMEN�� JOB NJMBER 'UTL REF.ELEVATIONS FOR PROJ ���DYERS AND S GOP CONDITIONS. 'Yee ' f f�_ jL' PA TIAL F DATION PLAN - ENGLISH COND. 512 1 �/� B1214FDNR SHEET.NUMBER 2.00R © COPYRIGHT 2001 Pult Homes OF 5�°, NOTE: �o REFERET4OE THE FO'.LO,•'WG MEETS HIM N rT, E FOR ADD TONAL IFFCR LN L REFERENCE PRODUCT M•+/ ON PLAN OPT;0`16 SPECIFICATIONS FOR DECK i 7'-Ij" LC BAO F�OPi1.5'pE S:'RO S!2E AND LG;ai,R! SAI FOR OFT.REAR rLORU)A ftLLTI 2.DO NOT SUPPORT WOOD DICK FROM ANY CANTILEVER FLOOR W Z 21-4" WINDOW RD 19" 2'-4° IVYW/ 'E11'IXASS 2 2%10 W/ \ 3 MN ME ARX0 ETre AT APPROVED Q • \ J+1SQ.0 // AS REOGD AT AFPRC✓ED REF.PLAN 201 P GEOTE..-1:'CaL REPO,'1. 'i � 4.FLOTEER'C L RE DRAM z' 11.00 ✓ _ l7_AT!045 FOR AL 11P15HvJR ,r WATER QO5ET5 FOR ANT Orr 7V'' - vaeu,Tlas. -Fi c PART. PLAN W/ OPTIONAL BAY WINDOW a DINING ROOM BOX WIN. is KITCHEN. ^ o /''� .SCALE:1/4 -O" � SCALE:I/a •0 0" yil WJ6 ��(�pp'TI�F\ n36 BC68 SLIDER P , O W 1L�lJ 1 f,(fy 676 SB35 DW B24 2'RULES I 101 701 BSE DIE NOOK g3rz '"' KITCH N 0'4° 7'•On 14'-q., .10'.10': EEpp 9'-6' 211 13'-B" 4�-31n I 60 x 3E L'�AND OP 1 OPT.1 AliRS2558 t • W/CPT."NININS19 2852 DH TWN 2852 DN 1TMN y" l OM 20i OPT.A.M BAR - (2)2 12 YI/I/2'PL»q I , (z)z%10./f�P'PLYYA (2 p EE zta ( %10 w/,/2 2S rW� 'moo, 210 .(z)2 X to END PNL OPT 2J+25 EE.1 25 EE _ = „2J+25 EE. DESK h W36 D iii W76 — OPT.E t. (2)2�X 10 _ 3" B 2 PNLS 2PNL �FV Obb ER'_• t..._2L.i 15.F�._-_..� Tj- ti.�I_.bms 5LVER = p 2'4" 4n" $ti°' O W/TRGNSCM A v£ 1 /TRANSOM 480 - li-- " _ OPT.ATRIUM D R. 'ol OFT.ATRIUM DOOR.�' RIB 821 B42 GOO WIB W30 W78 D.V.FIREPLACE OPTL I ----- - _836 F%1ER BB36 W 8 _ _ / 2868 C0- P'H 111 MASONRY FIREPLACE P� b3 6 REE.5H_ET 12.00. x I W21 W42 II $ 836 BIS NOOK e ITV �' b'1EEWALL AFF. a' N REF.E/1101 �' s Ip NINCs (� x 36 I9LAwD W/12"WALL L�Bo FAMILY QI PARTIAL FLOOR PLAN - OPT.GOURMET KITCHEN NII¢ SCALE:'i/4'.I'-0 3 W E-0" END PNL OPT, F P� DESK MECH.CHASE a 1.FURNACE 5T9iEM `018 A030__ RIBS CLOSET a 2.FURNACE SYSTEM - W P4;N 3'-IOu bi O:: 3:-bu 5i-3�: t'-OZ" 3:D" ::25n y'-D�o 57'' 3'-III" -W/(4)]O"SHrLYES 3 a��i 6:-9" 3.4 7 " i _ BOD 830 2/ 1 2858 G� �R- W39 WIB -- B _"1O B"50.COL.`.d 'N� 6 REF.N/1I.01(TW)-' `•yl 034 A.F.T. 0 o I PNL ------- (2)1 1 FNL- W30 W30 A b (2)1 S/4"X II ve LVL DR PPED BRC.WALL: 777- 1.00 ' DNii r F v 2 X 6 WALL = srz = •§ ;i9I3' NOIE 2/4 2/0It - B-- �•.: :IL^ 20- 4, 2/8;,, 2/1�LL SII 8 OCATE DRYER i0l" - �. Oil - - A L 5'V ; T OF WASH:R='� - 1.00 2/e - a I 1PN o - 1 2 L S/i 2 2%lO - _ �A d. 3 PNL DRAW PAN PROVIDE UNDER IDIS 1 II 1 1 1 /6 IL VI OPT.IO LI WASHER - FAME AT m116 I-L E - q[ W c do I LAYER O'5/8'TWE X-PER MASS.CODE g Xm OF � �pp�p� AMM AT AWS v 3to 1 LAYER WAL4' 4 -"iA4- BTEELBEeAM _LL IPNL I PHIL 1 PNl2X6 BALLOON_ � Y 3< ROP'FD ____1`.__ o I�c' •.;�a w 20 GARAGE PpO* —� v I UNE OFREF.ELEV. OP?BAY WINDOWS REF.OD. R EV. REF.EIEV OPT.BAY WVDOWS AEF.ELEV A OPT. CCK. AEF SHEET 5.01 REF.SHEET 5.01 " ,w 4 4 e ��Sim PART. PLAN W ART. PLAN W/ I BAY WNDW. OPT. SUNROOM. OPT. o o SCALE:1/4"•1-0" SCALE:1/4' RIM .I'-O" gp�Y� o AT CFIIC v�� a c�'� �Fa33 ' A 31-LAYER 0[1/22'GYPSUM ARD-CABO WW 3A 'd 2-LAYERS OF 5/8' FJC GW,E0. A-(FC 5406) I LAYER OF 5/8•`IPE% PER MP.SS.CODE •STS k' z REF ELEV. RE.ELv FRIM AT KLS E'-T I 2'-I" 12'-51" 5'-b' 10'b" 5'-IC" 1-LAYER OF 1/2' PSUM BOARD-WO 3 i-LAYERS OF 5/8' F.C.C .90-BOCA-(U-301) 22' o I LAYER OF 5/8' rE X-PER MASS.CODE - B RE AIT ELEV. FIRSt LOOR PLAN 1A1 § SCALE:1/4"'I'-°" PARTIAL G AGE PLAN - ENGLISW BA ENT GOND. /^/ :-ALE.1/4" I'-0" DRAWN EY : �. L ' o 0 7 � L Jj ��' VV r2_1, t�dL5on1 o/J�I ) ALL CASED OPENIGS MALL HAVE 5A^E C45W0 WTS AS OPEN 6 W/COORS DAT-c: 8/2B/01 4LLWALLS SHALL BE 2 X 4INLE%NOTED OTHERWISE REV No. GATE ` - ALL bt RR WMN HDR5 a 81 5/0"AFF.UNG. SET ALL 35MT.WIMXOW5 HORS c 62 5/6'AFS,UNO. REFE-REACE CORNICE DETAIL 5 FOR 11d FR,W.NDOW HEADER HEIGHTS JOB NUMBER THIN 5E7 ALL CER.TILE ODER 5 PLY BC 5/8"WDERAYM:-NT ALL WINDOWS SHALL BE TRIM1ED PER 6FECF.LEVEL (51214 SET ALL N&,ON 90'FELT PROVDE MINIVI OF 4'RETURNS a ALL OPEN'NG$ y C1214FPIR ALL A16 ED WALLS-45 DEGREES OND SHEET NUMBER BMRAVCE DOORS 1 WH O1.'S W/I X'R'PT a BROCK CONOMONS%ALL HAVE EXTEND JAMBS. ALL ERICK SURROUNDS AND OJONS SHALL PROJECT I' 4,O O n g� F!M'OTE © COPYRIGHT 2001 Pult Homes LL_ � I ^o Z) Oiz 285 OH 70 (2)I24XS1��4 'LVL 5S2FE zO 2/0 PR, = 4 i1 OOM 5 I �n L REFERENCE PRODUCT °la A D LONA FOR DECK 2/8 BIL°ANDATICN 1. ... I �9 DO NOT SUPPORT WOOD DECK FROM ANT CANif EvfR FLOOR 6T5TEK PART. PLAN W/OPT. BEDROOM 5 PERM OF FOJNCARM ON — SCALE:/4". -0" AS REO'D AT APPROVED GEOTECINICA!REPORT. _ 4.PL'.AIBER TO VERIFY DRAIN La"011 FOR ALL TIB/SHWR - 1 WATER CL05ETS FOR ANT A 8 vaewnors. o 7.01 7.01 8'42'" 2i Irr ,Bi Ou 131.41 NOTE: 42 22'-O" REFERENCE THE FOLLOWAG"An FOR ADDITIgidL IIFORMAION II'-2" 9-T�' 13r-sii 4r-4rr ON RAN OPTIONS: � ?65100 r4, tF ` 2 2652 OA 2 2852 ON 2 2852 OH '2 2852 CH BDL 115D2 FOR OPT.REAR FLDRIDa RM (2)2%tO 307 ( 13/'%9 i/C L4L 51 (2)1 3/4°%9 I/4° VL 761 (2)1 3 4°%9 1/4"LVL 707 (J 1 7 4'X S I/4"l0 : 1J+1S EE IJ+2S Ems. IJ_-+2S E.E. IJ+2S E.E. 1 OPT.BOOK1/0 IR s SHELVES -------------- M - 2 b _ --� 4— IR -� _ OPT.76'TORR VENT W 1 - FIREPLACE c - / 2/4 ' REF.STT.12.00 2/D PAIR C ® 4V"T&�W�, BEDROOM 3 .' -SITTING RM. _ a_u E2 = ' MASTER SUITE 1 a ` 2/4 f 2/ (4)20'SHELVES I'4jI' . - -�--- acc.wAu®coNv. , 2/8 __FRAIAED ROOF_________ . --1 ( Wo -- - ------ ( _ '2 0 PR / „ / r Irr r In OPT.O.E 11.0' lu BRC.WALLCONV.- 2/O4 R. --------------II'I' _ _--------_ _ ------_vj / 2 0 PR 2 4 I FRA4k0 ROOF `4 1 2- 2FI Ir rr2l - X11 A 2/6 1I6A m �u L //4LL2%1� 2/4L` A �'\ o T sy NV.IRANEO /: 2 z'o® A' Fn 7.00 i�A lE� 3 f�Fq Raa 7,00 IV,FRAME F BRC,WALL®CONN. _ ' T++ q� ROS FRANEO ROOF FEF A TAO x SB' FLOOR®I'S'AFF �f'ACCESS-� �, _ %-- OPEN RFF.A/700 � �er-5rr hl yl t fi9q 5(' /(BEDROOM 2 PLMi SHELF q ASESS x I C. PART. CHASE W/ IN WIT. g�nJ SSI SCALE: � BEDROOM 4 _ 2/o PR DRu CHOa77 nD70 B37 t®TO PELOW2 X 6 BALLOON [FRAMN'ALL E2/13 1'2%10 W/ REF.ELEV. REF.ELEV. REF.ELEV. REF.ELEV. REF.ELEV. (I I J 1115 P E i 22'02"1 O Olrr 13'_5" 2 I I3 r_sri Zr Irr sr-3rr 14'Arr I.� 60 O DRAW`I BY: A BfdedLl�IDY — — ALL CASED OPENNGS SHALL KM H4vE SATE CAS :IIG NTS A9 OPEN'WIDOORB ALL WALLS SNAIL BE 2 x 4 UI NOTED OT,BRW'15E REV No. CATS ALL Nt PLR.4NCOW HDRB•61 5/5'AFF.UNI. SECOND FLOOR PLAN 5Ei A BSR.W!'=6 NDRS•Bi 5/B°AFS.'N0. REFERENCE CCI DETAILB FOR 2,d P.R.W!FIDOW ry ^ SCALE'vt"'1'-0" HEADER HEIGHTS JOB NUMBER �/` �/ See �/J�//� /l , { TEV S_T ALL CER1'!E ELT 5 PLT EC 5/?°WCERLAYME'If G/[-- J v\ (`//�•_/ / v / ALL WIWOr.'8°HALL BE TRITMID PER SPEOIF.LEVEL Tn Yl SET ALL NBB ON 90•FELT R20VIDE MUM OF 4"R_JRA•ALL caEN ., C1214FP2R ALL ANGLED W'ALLB•45 DEGREES JNO. SHEET NUMBER ENTRANCE DOORS I WIND04B W/I x TRF•BRICK CONDIiIDN9 SHALL WAVE EXTEND J1M56. ALL BRICK W IRROUNDS AND OUONS SHALL PROJECT 1'' 4.01R .O 1 R FINbOTE COPYRIGHT 2001 Putt Homes OF O w CN E—a U � 2 2852 OA ' ((2 305D S4'LAL IJ+25 E.E. z 0 w C In- -- - OoM 5 - Q, - itlIB1 L REFERENCE PRO=7 L-PECIFICA[ONO FOR DEOc 77 2/8 SIE AND LOCATION t.DO NOT SOFFORT WOOD DECK FROM ANY CANTILEVER:ZCQR STSTEH PARI. PLAN W/OPT. BEDROOM 5 PROVIDE DR.F 061E A CN _ FER:YETER OF FCi:W7A7iGN SCALE:I14"°1'-0" AS REO'D AT APPROVED 7'? 1=O1,:GNICAL REPORT 4.FLIB'BER TO VERIFY.CRAM _ LOCATIONS FOR ALL 8R/8HWR 1 WATER CL05F5 FOR ANY A B VARIATIONS 7.01 1.01 B-q2 2'4" 13'-0° 13'-4{A 22'-O° NOTE: REFERENCE THE FOLOW4 T$NEEi6 4'-4" ON PLAN OPTIONS M4ilga (2�Z�>jIGG 2 2852 DH 1 2852 DH 2 2152 DN f2 2852 OH BDL 4 1502 FOR OPT.REAR FLORIDA RM XIEO ( 3 4'%9 I/4'lK xi (2)I 'N 9 1/4' VL 1 301 (2�I 4"K 9 1/aLVL 301 (J 1 3/4"%91/4'LVL1J+ _ IJa25E_E. 1J+25 E.E OPT. a SHELVLS - �+ A 900 V _________________ ----------------- OPT.36' -A VENT 4J FIREPLACE .fin REF.917.IZOO 2/ ® b k2 G BEDROOM 3 ;'' SITTINCs RM. _ '° ` 77 4 ti q'4" a _ __= fig MASTER_WITS 2 4 -. OPT,MAY CLC. Op/- (4)20'SHELVES "-4�' mj(_--� BRC.wall®CONv. u 2/8 FRAMED ROOF�- ---- -- r w LL �: I I.. OPT. BRG.WALL OCONV. 2 P . �� 2/0 FF 2/0 P3' t7 ,I ------------- MEDRS / I _ - 2'- - 2�!° til 2 4 2 �'-;7 4:-S�" B-'3� d'-14n II'I' y SII 3'-!j" s --1--_ ---`� 1 u 1 op �A'2/B � DR, m V2/42/aL _ A ,. 2/4 _ b 197fi M T'xIo L V.FRAMED 2 z 10® - A - ' 7.00 BRC.WALL O CONY, m a /� 3 + aLnF Nu.FRAMED -�I m 7.00 s FRAMED ROOF _ .t, `I FLOOR 91'-3"AFF XASn... Fd< 2 4 u AifIC ACCESS AEF.A/7.DO 5 FLOOR 9 I'-3"P.F 0 "x 4B" <z a 1 O AEF.A/7.00 yy�� 2 B LL 22%$O z,74 M Z� LGDROVI I 2 PLANT SHELF 6•:2/4 ACCESS =�' , 3 n y I�J SSI PANEL I s PART. CHASE W/ IN BSMt. , a F � 3" (� m BEDROOM 4 SCALE:/a° 3 - 2/0 N. 4 6833 NOx V033 OP01 i0 BELOW 2 k rcBALLOONi - - 94 mmok _ AVE'HALL i O 2"/X 33" H A.SS PNL $'11�L I R REF.ELEV. RCF.ELEV. REF.E1EV, REE ELEV. REF.ElE'J, (1)J (1)5 @ E.E. 22 C 2 14'-!" DRAWN BY: A I B @�ILJGJm � 7.01 1.01 ALL CASED C'�NGS EHALL NAVE SM`E CASPIfi HIS A$ G'EN'L-W/DCCR5 GATE: B/78/01 AL'.W4L5 BALL BE 2 X A 61JEE5 NOTED Oi:€RW;$E REV No. GATE AL:let FLR.w4xW HORS-87 5/5`AFF.ILNO. SECOND FLOOR PLAN $E:ALL Bim.W't�OWS HORS.82 5/8`AFs L�. REFERENCE CORNICc DETAILS FOR 2nd FLR.WMDOW HEADER HEIGHTS JOB NUMBER l^//77 ATI SET ALL CER.74E OVER i PLY R PELF LEVEL I I \ (////J 7 AL WINDOW$6HAL BE TRIMMED PER SPECIE.LEVEL `� \v) / � / SET ALL 1085 ON 07 FELT �✓ PROVIDE MRAFIM CF 4"RE1CWNl5 s ALL OPENINGS �. C1214FP2R ALL ANIOLED WALLS-a5 DE6REE3 DNO. SHEET NUMBER ENTRANCE DOCKS 1 WI"'al'W/'k TRIM-BRIO: _ CCNOITIONS SHALL HAVE EXTEND JAMBE, ALL BRICK SLRRO:FND5 AMC'=16 644LL PROJECT I" � 4.01R O A R FNbTE © COPYRIGHT 2001 Pult Homes 91- � CO FALSE VENT LAST 24°f M Qy () N W w ---------------------------- -----------------------------= ----------- ---------- T ------------ F ------------------- ---—------- ------ I 4�I�R�TC�HS�TAKE c wz U � as I F � 1.00 z 3HWAEe R . rT, E- rzJ 2 =PeCD'1C � W C X 5PECIECATIPI,SL— ai E 8 x � b� 2 12 a LINE OF OPT. BOXED09GAi / M GABLE RAKE LINE OF CUT IIIIIIII��IIIIIIII I I.00 ILJI LJ k BOXED CUT GABLE RAKE 71 — ` --- Ott.RAN'SOYI F—+— FRODFRCD YL7 SPEC Pr--CN 1350 CAPITA 1 F1'PCh IS, 61 TRM ED'W/ _ CCrT,'SPd1"U/ 4"TRB1 RETURN f1YP) I' ". 4"SJRROLNE, I�� SFELK REF. D(YrlN MT W 111 I"� " SFL.A5W ELTOCK� I!I!tltly';;����II'^ �1© j fkCD.SPECS _ SPLASH BLOCK REF.PRODUCT SPEC. EiLed( J REF,PRODJCT SPEC. r—I� I—(�Ir—� CPT.LITE �(� TIERS I SIDING B F C II II II SPR IODDUCTSPEC PR PE _ -77 I� ��IF 4"SILL UN0. 4"SORROJND ���� �� T Nf.ROk GRAD APFROk GR4 V•' �AFPROX FINISHED GRADE �I ft��g30 R.IITED PARTIAL ELEVATION + FRONTLOAD GARAGE. CONT ELEVATION 3 - SIDING SCALE:I/4'•1'-0"' .. 1 SCALE:1/4 =0.0" J 80(�J OH DSR O.u.DOOR TRANS.ABOVE GARACaE /b" RWANS.ABCvE (21 2X12 W/ (2)2X12 W/ u•35f Zoe x5 a W.I.G. BEDROOM 4 BEDROOM 2 EE. IJ•35fEE. o: (2)2 x K2 W/ (2)2 x:0 W/ � O (2)2 x IO W/ (2)2 x IO W/ J,15 DEE IJ-15-Ea GARAGE ION" ONT OA COND. ;6114 SH _PLANT SHELF - 185 057 DH 1'•10 8-O 2-a 8-0" -10 11.01 PARTIAL G R GE PLAN OPTIONAL FR LOAD D SCALE:1/4",I'-0" CIRCLE'TO P� (2)2x10 W/ ��+ 'I c f 11—Fr ti 0Q J•55• E P 91_a" r I I I I ^ .0'- 1/2" � 9 112rz'-s v^ - , I T— .00 3.00 I I I PART. SECOND FLOOR PLAN — ELEV.¢ 3. § 5 1----------- SCALE:I/4".I'-O" _ vaaff�Tii1l 13-41/2" a b -----7 7 e r, L BR RY FOYER GARAGE (2)2 10 d/ (2)2 x-W/ �. % (2 2 x O (21 2 PARTIAL FOUNDATION PLAN + FRONTLOAD GARAGE.. 4 W, low/ 2J-15+E_ 2J.15 c E 2/O 2/0 g R + 7J 15•EE 2J.15 EE 2062 206'Did ti:vQ- - .P 2 62 DH 7062`1JH o.1 �'��Fo a 6�GIF- 3668i6FH^ a z m i d -- -- - 3/060ORW/ - - o� ��aQ< ---- 2"5IDE'GHT6 X � •g HUN _ OPT.12"-RAN5C.`I AB. g HUN -- (2)2 x IO W/ (2)2x0W/ (3)2x1 W/ 'l "� -- --- IJ•16 f E.E USS f EE 2J55 a = 3 =z Na .WNDOd IfADER b b 2862 DH 2862 DH s: xH _ Y[ DR H -T SAYE HE DER He T SAYE M I N HOJSEAS. NAM Hp;SE. 12'-51/2" 22'-4" 37:-8u X7END CAMTO TCP OF CAPITAL PART.FIRSt FLOOR PLAN — ELEV. 3. - � RAT tN1LLlaN STRIP SCALE:I/4",I'-O" r y 3.00 L----------- -------- —J b�y9 N016 DRANK BY: 1 I r ALL WINDOW PRO)ECTI" _ v .00 ------------- ` JA_FRJI FACE OF FRA'E WALL. KH ,AMT EIi,RE PANEL _ ANF� L ENTRY 515,DOOR G15^L I I = -- O ABOVE BR;A."B9 DATE: 8 /28/01 7 D'cD b 1ENEER REV No. DATE -----Ji i cNxM.F-S,G 01-121108/21/01 coNc.aAuvu f — A L waus, a"POWRED IN s� RDC�xS CAPITALS a REF.FLOOR pL ACE STOOP JOB NUMBER 'CANS I J � ® Sur.001 � I — I � I I WALL�ccai Q ,REF.DTL.N/3.00 RE".17'',CAL FOR ADDITKM4 5 1 2 14 IMRMATIGN =sW L---------------------- ----� J� MR5tA1 p IONAND OTE s r cw NOTES IST RDDR ---- 12'-s l/2` 1'-10" 6'-9° 2'-10" 12'-9 I/2" D1214EL3A INT, TRIM E FR -------- ----------- _ REF:FLOOR PLANS SHEET NUMBER ONT DOOR 22'-4" 0 g7'_g" AND INW.TERIOR ITRI FOR 3.00 MTERIOR TRIM I`FCRF7ATICN " SCA!E:I)4".r-o° ` . PART. FOUNDATION PLAN - ELEV. 3. REF.SHEEP Ilan Foe 5.07 FLANW—IFEORM'Ai1GN 5CALE:1161"0' © COPYRIGHT 2001 Pult Homes OF ` OPT.WOOD FRAME r / ��� CAT.WOOD FRAME �� O O –�CA@NET co 6 Q! O L00 n Ii n a 1 1 1 61 u z II I I CONT.R1Dc,E VENT I I !I 7 I T T FALSE VENT LAST E4"a EE. b O II w d V II C,2 BANGLES REF: ~ O a 6PECA71LI48 r ti ti I� II 1 1- I tl I 11 � 4"TRIM fiYP/ �(, f I ` -------- SIDING-REF 1 ----`------- ---- PRODUCT SPEC ---- CPT.TRANSOM II I �I DOWNEPOIT Woe / F � FROD,5PE REF. – –– – –– – FROD.5PEC9 e F-I7 _ -I El IF��I F7 - CAT.LITE �—AF'PROX.FINISHED GRADE f1 _ f--------------------- _� ---------- ---------------------------- LEFT SIDE ELEVATION- INGROUND BA5EMENT CONDITION. RIGHT 5112E ELEVATION - INGROUND BA5EMENT CONDITION. KALE.1/4"=1'-0" ` �J SCALE:I/4"=1'-0" n OPT.WOOD FRAME CHII'NE7 OPT.WOOD FRAME G z– CHIMNEY 00 II II n Is II II I QT II II it II II li �� I( I I I I I I iyf l CONT.RIDGE VENT "4 E�5 " --- FALSE..LAST 24"a EE I II II � � –– 54MGLES REF. g i 1. PRODUCT K, SPECIFICATIONS II BE ��r oz�yv II II II – – – — Imm 4"TRIM(TTP) I BIDING-Rff I L 1 L 11 PRODJCi ffEC --- 1I®}�� �v� � DOMM°POli W/ �� -_...N II II II r-II $%OD.SLCS 1�71�5 a DRAWiJ BY: PROD.ELK ALL WIN PROJECT:CfU^ ARE FROM FACE OF FRAME WALL KH ALL ENTRY DOOR JAMB$ DATE: 8/28/01 LME OF OPT, SWALL GAVE EXTEND'Dp $ERYICE DR --�-- n-. - 11'I I---------- I IIFROI-DE F I � I IaeovaLL,WINDOWS, of- llzzll Da/21/Dt I 1 II I F —II coons!u=Als. +.-. _ .----_"-.`.. REF.M/la JOB NUMBER � � r � � REF.TYPICAL WALL SECTION c'� q ,p / II II II II �AFPROk.FNISWED GRADE—r – ST.Ox FOR ADDI?ZONAL y. 5 1 2 1 4 II II II II 11 MFORnAION AN" D1214EL5 '\ FWNDATIOJ NOTE5 REF:FLOOR PLANS SHEET NUMBER ______ AND SHT.oA1FOR _ ____________ INTERIOR TRIM'FOR ––––––––––––––––––––– e – – – –– – – – – – BCALE.Il– O --------------------- -- -----�-T .---_– – – – – -- – – – – – – – -- \J\ Rff.SUEEi 1105 FGR e6.00 LEFT 5112E ELEVATION- EN6LI54 BA5EMENT CON12I.TION. �fz�, bl�Ir,,oJ, oF.1 RIGHT 5112E ELEVATION - ENGLISH 6A5EMENT CONDITION. EK,L. pf�lylrF.� or i�(� A*'SI RMA,`. SCALE 1/4', 0" " I�/ © COPYRIGHT 2001 Pult Homes Q CONT.RIDGE VENT _----------------------------------------- "FALSE VENT LAST 74a M O ---_---__ CO _--------------------- O =� --- w F O SHINGLES REF: U) d PRODUCT SPECIFICATIONS II I O � CS H WAD FRAME 7 a I I I CHIMNEY NEY F e > T.o9 I I I o II II CV a0 6PLA � w DowNEPatt w/ M PROD.SPE6FE REF PROD. . *a CS M -- --BICING REF PRODUCT SPEC OPTIONAL BAY— wNvd LLL EETSE G1A.RDRAII DELETE WITH DOPTIpJAL DECK /-APPROk.FII GRADE II II � II II � I I I I REAR ELEVATION IN6ROUND BA5EMENT CONDITION. L,,IIS SCALE:I14° L —————————————————————————————————————————————————————————————————————————————- 0 r • S1DIryi-REF FRODUCT SPEC Ll HIIL.I--LJ WINDOWL BAYFFU F WINDOW a� S GUARDRAIL DELETE DELETE WITH OPTION4L DECK u �z I Ll LE e iEmm 4FPROk FINISED L_LGQo�APYz' �Faa u Wc�yz 77 REAR ELEVATION— WALKOUT BA5EMENT CONDITION. --l!--I-- 1`a ; i _ _________ —'.mJa°.I' - _______ _ g O� —._ ------------------------- _�I�3zv1 t101G DRAwN Br, ALL FROMF CE OF RAM KH ARE FROM FACE OF FRAME WALL, a OPTIONAL BAT -- ALL ENTRY DOOR JAM95 DATE: B/2e/01 SHALL HAVE EMENDED _ WINDOI: - FRONDE GUARDRAIL JAMBS W/BRICK VENEER REV No. DATE _-- _ DELETE MTH fNOAL DECK PROVIDE Mi .FLAEH!NG Ot-l2l 08/21/01 ABOVE ALL,W H%N5, DOORS I CAPITALS �_ 4EF.M/1105 JOB NUMBER --------------------J REF,TYPICAL W44 SECTION 514T.ICAO FOR ADDITIONAL Tn 512 1 4 IWORMAVON AND APFROX.FIN19WED FOLNDATION NOTE$ 111214ELSR GRADE ,QEF:FLOCK PLANS SHEET NUMBER AND OR REAR ELEVATION ENOLI5H BA5EMENT CONDITION. �_ INTERI .ITRI IN NTERIOR TRIM RFORMATIGN ------------------11ALE:I//"_I',C"_ REP SHEET II05 FOR bi 6.01 _____________ _ — _—_ _—_--_._--_ — _ FLASHING INFORMATION ————————————————————————————————————————————————————— c ----------------------------------------------------------------------------- © COPYRIGHT 2001 Pult Homes 4!— o ______________________________________ __________ F'ELD IRA ' ______________________________ 1x6.!6"O.C. ! .ET 7.R-!6'AFF. LVE Cf 7 '-0� O (7 • / 'ROOF FRAMING REFERBI� HEAD ROLM 4�i ROCf FRPMRY PLANS 3'-6 3/4" L4 �T-I 1 i Vi:, 133 FIE.D FRA," � BEDROOM i � I. -16 OO. �❑ SET RR•W"AFF. I = pm I FL 575TEi REF:F AMING 4NI I p R "StREP:,RAMrK,RAN ; p _ 1 9i_4" 7 " _ � PWDR [LIBRA Y LIYINCs 7 T•10",Z",6' m FOYER m ! m = ou 3-3 12"10'.2" O LANDING R 575 REF; RAN KITCI-EN I/7I _a` 3'4° 14 T o 10° I i o • I I ^ 3'-Tn ¢ � a rs BASEMENT BASEMENT - LANDING iO — as 3 3" LLd I 7 i I 4 I I m — : -—_—_——____ i --------------------- m _ BASEMENT PRONDE DRAIN BLE AROUND - ;g "- PERIMETER OF FOUNDABON --- (; 9 ^ AS REO'D.BY APPP.OMiD _ GE OTpINICAI RtTORT 10.00 w �I BUIDWs SECTION A-A m BASEMENT LANDK, _____________i__-- __ _ —L__ i_I_[ST ____ !O".2"- �v 3'_2" LANDING STAIR SECTIONS § � _ it Uffaa 3 N I I I mN i. i� Y PAA ;N GEN*ER FIMFE 510.MIRROR LENGTH DRAWN BY' WIDTH OF MIRROR•VANITY LENGTH MI\U5 3" LEtJTEP.FIXTURE ABOVEMIRROR NOTE. TU0 RF;PLAN 5 R ' NH VANITY CENTER L'i'ORGREMIRRSHALLINCLUDE 01BASIALOCATIING ABOV MRROR ALWAYS CENTER L'GHT ABOVE MIRROR REEAR0lE55 OF BASIN LOCATION LOCATE DOUBT-70'b''L 80.8 B 35"8 65'AFF. SET LIGHT FIXTURE ON tOP CF MI.4ROR FIX.MI TOP < < —� DAIS: 8/18/01 //ML CF MIRROR LOCATE SINGLE TOWEL BFR B 35" SHOWER HEAD VANITY SHALL ALWAYS INCLUDE A BANK OF DRAWERS(I MIN.) SETS WISE TOWEL BAR Q 24'ABOVE VANITY TOP REV No. DATE NO MEDICINE CABINET IN MASTER DRESSING IR/ZR/IS CLOSET SHELVES P 6B A.F.F. I 7 I I oN WALL Baal O1-121 00/_i/Ot MIRROR LOCA CLOSET SHEI`!'c5 P 42°3 84°AFF —a I SET MIRROR ION VANITY OPT.MIRROR TB R LOCATE TOILET PAPER HOLDER P 24" 7'0" TO ON VANITY m DECORATIVE L MIRROR LOCATE LIGHT FIXTURES OF B 7'O A.FF. h11RRCR TO SEAT TOP OF VFNITY. 1' III# Wt7R Z/4 MIRROR TO STPRT AhTi END P I""FROM,SRY'AALL HORIZONiAIiY r _ I" us 1 d T CERMIL TILE LOUR51N6 4 1/4" 6" Lca Fl",�p UBR ® E1214SEC I I B _ 7t— Tr SHEET NUMBER NTSKB ❑ v036F y/y V6030 V014 V8030 e F .O O TYPICAL BATH TYPICALELEVATION TYPICAL POWDER ROOM TYPICAL ELEVATIONICAL MASTER BATHROOM PLAN TYPICAL ELEVATIONS 174=h0 3/8"=h0" 4=1.0 3/81%1-011T4 LO" B"=I- II © COPYRIGHT 2001 Pult Homes ,'�_ e I b ®03 zs u I Dj y I D I I I I fm I 6R oe 7k—IRI/I6°=7 II/-16b V8B'"-II 5/8" fa S Sca '7 R =359'/-6O�7/i_8A'i 1T3/4i" 4 —----------------- _____________________________- _f_ 70 _____�__ ____v_'_ L 7 ______ o g m I I I ; I � fly R , J Q /E3 - - -- 10'-13/4" I'-05/8' --C ---- ------------ -- — — -- -rn n [rifin u N II II II �� I I ?u II � rn I ZI m II � — ° ° _ ________________---_________----_________ I I ®® R =1 II � LJ I� ® L= II LI—I-1 II ZZ �I I G1 v II II I II II II II � II D II II II II II II f_J-------- ------------------------------------- 12`10 ---------------------------- -----12'-10 3/16" 8 n 0 v c> z 0 5 IU 0 5 1U 0 4' 5 0 I"'I"'I"'f`-14. I ' ' ' I ' I 1I I I I I I '1 SNL I/4'=I'-0' SNL 3/6'=f-0' VAL I/Y=1'-0' ZME 3/4'=14 SME I"=1'-U S L. I I/7=r-0' o ARpTECH: OA ADW. TS IL TITLE PULTE NORTHEAST c CAM TAY THAI MESE OOg1NED EH I CT UNDER ON LAWS BY NE,AVO I I N A4 A TI U fNSD U FN9D/ROI ECl UNDER BE AW3 F NC F OOMNC J JIN1501C11Bl5: WELLINGTON - 1999 DELAWARE 6189 RHODE ISLAND 2354 --- - �� ` �, c MARYLAND 7745-R MASSADIUSSETLS 9857 10302 GA'PON PLACE:, SUI'T'E 180 IL P NEW JERSEY A] 13967VIRGINIA INA CONVENTIONAL FRAMING FAIRFAX, VIRGINIA 22030 S CAROLINA 04417 N.CAROLINA 6362 PENNSYLVANIA RA-OI5I66B - C 3 g LPI JOIST HOLE CHART o zz �zzz 6, mom' 2 rV W '7. Z. MATFR 5A ASH�BLO6K5 2 ml`m I� OELET 1-Jo15T 3 a 31'-2 P 8' 5'22' b ADD -Jo15r1e6-Sen-4P2G' 2m4xlll5/16 _ _ _ aX 6 g AC 44NGER53"PC51i T311.88 or IT?211.06 4 X68 35 - - = W Q e I �Io a 2 OPT. @ MA50NRY FIREPLACE E 56.4LE=I/4"=II"0' - 1.02 - e � � ".u' 11 7/6"LPI 20 ORI @ 12"0.6 U N 0. _ - MATERIAL:FIR57 FLOOR ELEV.'I.'2.'3 6' 3 DELETE: PJ015T 6, 32 5QUA5H BLO6K5 P ADD: 'JOIST2P33' AP35' 2x4x11-15/16 '~ POD I-PC5055P,IM BOARD c QI o MATER IALSELOND FLOOR ELEV.'I.'2.7 4"1`65 b P ADD(113-I{2 x -i wB"FLUEH LVL PIG' _ 1 02 �' a I a o 0 (2)(11-3/4"x 11-1/8FLUSH LVL @ IG'ABV.REAR BAY L - ADD HANGER5 hPC5.ITT311 88 or ITT211.80 ADV.REAR BAY r1` £ 3 •`a - - V OPT. REAR BAY WINDOW - 3 3 5SQUASH 6LO6K5 @ DINING RM. @51 - GPP _EN . EFF AN 5CACE'1/4"•I"0" 1 - , w II T/BNLPi 70/26A f 192"O.L.TTP.(ONO) 3, MATERIA.FI TFL EL V.'I '2'3 g 2Y\ DELETE I-JO15T F P 3 m PDD: IJ015T3 P5'-.f6'-1E7'-�E9'"I !i' ADO: 1-J015T I f 21'-3822'-11`33-3'35RZ GP BE -RE FOM. A� AVD:HANGER5 12-L o 17731188 or 177211.88 - g a ------������iiii 2 aDD:3PL5 050 I:N„CA.4D 2 r 3 ADD:(1)3-1/2" II liB°FLU5HLVL P IO' S a$£ - - - - - 0 121 I-7/4" II-7/8'FLUSH LVL P 10 ABV REAR BA SQUASH 6LOLK5 35' !(� P /IP5 6-PLS 177311 86 ar IT 121188 ABG'.REAR Y L� 6 :MATERIAL FIR57 FLOOR ELEV' M 13 2X4X 1"15/16 "x -7/8"FLUSH LVL E 10'ABV.5'DE 0AY VOo 1-: I5T3T4@32 4-1`65 SIDE & REAR BA WINDOW ADDHWEREB5'�3f6'-4 @9'-IP 17' 1@21' 3@22' 6 p ADD:HANGER5IZPLS177311.88 ar ITT2I 188 ADO:2-PC5 05B RLN BOARD 1.02w w02 MATERIAL 5EL0N0 FLOOR ELEV"h'3 - ING RM. w -w o ADO(1)1`3/4"x h7/8"FLU5H LVL e 10'Al SIDE BAY OPT. SIDE BAY WINDOW 3 ALE11/I 3 11 1/8 LPI 20/26A'191"O.L.Tr?,(UtJ0) �`- 01 a H a,�N 5, @ DININ6 RM. _ 1f5' 5CALE:1/4":I'-G" - m 3 v All, 7/0"LPI 20/26A a 19.2"O.G.TIP.(UNO) 1 121, o�4G��wi w / 0 BE -RE EF DN. N. N 0_ BEA ;RE P 92N. N_ AN: OPPE Ah-RAN - - -- -- --- - 2 .:Nro vvi .o 2 5 MATERIAL LIST o 7 0___4 �S H 5 5 22, e 5' ✓-,ti P P 1.02 1@z' lee' �./ / _ 1.02 3 6 2 3 6 3 e5' les 1e5' c 5 ma 5 �� / o 2 2 NO 1UCT 5PECREFERENCE ICATIONN5 POR DECKIF GUA5H B OCK5 5QUA5H BLOCKS 51ZE AND LOCATION I I 2x4x11-15 16" 2x4xff 1"15 16' z.Do NOT" OT SUPPORT WOOP DECK „�7 A I 5QUA5H BLOCKS SQUASH BLOCKS IA' F o v.+1 ' '3 I 3 4"P65 FROM ANY LANTILEVEft FLOOR 12"1`65 sr51_M. o�� 1 - Zx4xll-15/16 2x4x�1"15 16� DELETE: roolsrie= eta ADD= ;10157 6 e 5- 1`6 E 7' 9 1`9'- P O' 3 PLUMBER TO R ALL ORA N a 8'1`65 4"P65 ADD rJ015T 3 @ 12' P 33 3 P 35' OLATICNS FOR ALL TUB�SHWR -MATERIAL:FIRST FLOOR ELEV.'I.'2.'3 dWA1ER CLOSETS FOR ANT MATERIAL:FIRST PL00R. n' AOD HANGERS 24-1` ITT311.86 or 171211.80E°d rte- -� ADD-5-PLS OSB RI. CARD DE_ETE -101ST 5 19_R VAR'AT!015. 3 'i VELETP JOIST 3 P 32 IMATE.4'4L FIR57=LOOK ELEV'I 7 '3 AODM -JOIS 2 @ 2 2 g v AGD -JOIST 6 3 5' 6 P 5'-8 @ 9'- e 10' 3 P 12 D'cLETE' 1-10151 4 @ 32� ASP OND V'I ' PGD' HA.N6ER5 6-PC5 ITT311 BB or!TT21188 b�"1` Q I�y a ADO: HA145ER5 24-PC5 ITT311.88 or ITT211.88 ADO: 1-JO15T 3 P 5'-3'61"4 f 9'-1 f I71-I E 2'.' 3 @ 221 ADO'III 1:3/4"X I! /0"FLUSH LVL E 101 ABV.510E BAY E LIVING AOD PC5 050 RIM 50ARP NOTE 1 I-J015T CAN BE MOVED -- ADD 4 PC5 OSB RIM BOARD PDD HANGER5 12-P6 5 ?7311.08 or IT 1211.88 ADD 1 3/4"x 1/8"FlU5H LVL E 10'ABV.SIDE BAY P DINING A-ERIA 5ELOND FFIgCR CCPV'I 'Z 7 A MAX OF 5"OFF CENTER MAtERIAL SECOND FIOGR ELEV.'I.7.'3 ADD:2-PC5 658 RIM BOARD ADD:(1)3"'x{2"x -770"FLUSH LVL P 10' D: 3.112 x I1 1/8'FLUSH LVL P 10 or i2;1-3/4'x 1.I /8' or 121 13;`'x 11 7/0 PILL31.38 or!?' (E.G.,191" 24.2""14 2"-19.2" .., ADD:1 -7/4�l x II.7/0"FLUSH iVL E IDI ABV.SIDE 8AY P LIVING MATERIAL:SECOND FLOOR ELEV'I'2'3 'FLUSH LVL'IDI ABV.REAR BAY15H LVL @ IG'PBV.BAY O.L.) ADD:1111-3/4 x II 7/0"FLUSH LVc @ 10'ABV.510E BAY 61111111 ADD(I)1'3/4=�x 11 7/8"FLU`H LVL E IO'ABV.SIDE BAY ADD:HANGER5 C5.177311.08 or 177211 BB ABV.PEAR BAY \ ADO:HAN/`RS 6 PC5.ITT 12!1.80 ABV. BAY OPT. 510E BAY WINDOW DPT. 510E BAY WINDOW OPT. IDE BAY WINDOW OPT. FRONT BAY WINDOW @ LIVING RM. & DININ6 RM. @ LIVIN6 RM. @ LIVING RM. & 510E & REAR BAY @ DINING RM. 56ALE:I/4"=I'-U' 5LALE:1/4"=UO" i T LP"REV1510N5 DATED 05/22/02 BY OBAD-J6 SC4L"[:I/4"=I'-C" SCALE' /4'01''0" LPI REV15IONS OATED 04/03/02 BY OBAP-JL 11 7/8"LPI 20/�.E 19.2"OL T7P IUN6) 7/8"LPI 20/RRL P 192"OL.TYP IUNO i(0"LPI 20/�P 19.2°O.L.TYP(UNO `LL 7/8"LPI 20/ P 19.2''O.L.TTP.(UNOj LPI REVISIONS DATED 03/28/02 BY 05AO D4AMn ev: LPI REVISIONS DATED 02/18/02 5Y OBAD KH , - -- - - - 1-t/8' SE Ptn JOfsT-FPSTEN iG ERCM BAr_: m2e/m t-{/e'OSB Rtn JO[Sr-FASTEry Tp EACH I/B"OS9 REtNFORC[NG cgCN SIC'-FAST_N i[] 1 JO{N CCJ3'_E[-J]iST BY NAILING 7!-`RC'JGH WEB JOIN i.CUBL_i-16111 BY RAILING •HROJGt WEB 2n4 SQUASH BLOCK CUT 1i 16'TALLER THAN THE - ) FLUSH LVL or STEEL BEAM ' FT-COR JC{ST USI G 1-IBd NAIL PER FLANGE \it I �, EACH FLANGE W/IOC 1 MAI-All @ I'-SIAGGERED WITH 2-ROVS 9A AT 6'o/c INTO FILLER BLOCK VITH 2-ROWS Bd AT 6'o/C INTO.'tLLEk BLCCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLOOR FL JOIST USING I-fOtl NAIL PER FLRNG-. REEE _NC PLAN y I-JOIST 1711 END Y/AL's I-JOIST OR P.IM BOARD INTERIOR BEARING WALLS �I 2 x<[BE ATH BLOCK I 7 01-121 08 D1 02 3/4'OR 7/8' 1-I/0'OSB BLKG.PHLS, t-1/B'GSH BLKG.PHLS. 3/c•[R J/0'OSB NOTOMINUFURIR' ERS s WEB �` 3/4'CR J/0 EAC!'.SIDE AT EXT.RIOR' NOTE.USE WEB STIFFENERS / DSH SUBFLCOR S/ 9'7'1''11 EA.CANT.1-JOIST BETWEEN Eq.CANT.I-J-uISi SUBFLOOR SIRED BY OSB SUBFLDOR ➢EEK LOCATION IF P.EGUIREI BY THE HANGER 4' IDR:/e'OSB 1 TACTURER 3/4.OR>/8'OSB !// MANUFACTURER-- SUBFLDCR� SUBFWOOR� "L'/ JOB NVMBER ' 1 ,16' G1214LPo0_10_2 M.AX. 16'MAX. 24'MAX. NOTE uSE WEBSHEET NUMBER CANT..4[M JOIST DEPTH SAME 3/4.OR J/B'CSBUSE CONTINUOUS STIFFENERS IF RIMJOSTDEPTH SAME "PS FLOOP-JOIST➢'PTH SUBFLOOR 24'MIN, USE A'LONG FILLER 6LOCKFILL'*BIA. NOTEDON LRYOUT AS FLOOR.:GIST OEPiH 8.00 ATPLL BRG.WALLS 6 BEANSWHERE HANGERS NOTE:USE DBL,SDUASH BLDCKS c 8 00 NOTE:USE FOR JD:ST l6'DEEP CR LESS UT. ARE USED ONLY IF NOTED ON CATGUT NOTE:USE FOR JOIST 16'DEEP OR LESS TCP MOUNT[-JOIST HANGEP.SHOWN ll 1. RIM JOIST-B:4ND 2. RIM J❑IST-ENDWALL 3. CANTILEVER 4. REINFORCED CANT. 5, DOJBLE I-J❑IST 6. DBL I-JOIST @ BAY 7. SQUASH BLOCKS B. RIM JOIST-BAND W/ SQUASH BLKS 9, FLUSH BEAM C COPYRIGHT 2001 PO Homes of LPI J❑IST HOLE CH AE- = 0 GO � mol'N � E-z o U ^Im T z a a ^ - - o > w 23'-DSI a 12" Rz e3 A - VC1E:•CF'T.IJ=.VD EXI_ ADD:!I/3 1/2'7(II 7/B'LVL •b' - M r', e "X 11 7/e LVL •b� - H ^ _ _ ADD:HAN'GER5 A-PCs.ITT311B8 A,ITT211B8 I� 2 2 - el 21 �o 20' 22' 201 3-� 35� Ib' - - 35 35 i a o u� ❑ �� 6m 5 DBL.e SINGLE VAC SY' M z e H E U5E CUT OUT5 FROI'A 20�1-J01555 m � CROP ED 0 M�R F0. PLAN I � _ w zN =�a ! STAIRWAY DELETE lAE6H aHA5E e DEL HVAC 5Y5TEM AF ADD HJ0I5T1-20' ` WFgwy' FI AOD HANGERS Z PG5 IT731188 or ITT211.58 Z 7' H b _ ADD:HANGERS 2-PC5 MIT311882 ar MIT211.88-2 w 6 MECH CHA5E e OPT.51NGLE HVAC 5Y5TEM AJo�E a MECH CHASE e 05L.HVAC 5Y5TEM p Ie2' 5 e4' 1#21 e2' LI 144-PLS _;n;ri clri '° O 5 FIR5T FLOOR WALL MATERIAL L15r Lr r O n' o' o d 'XI II 7 8 LVL MATERIAL LIS- 3-1/2' o w @ B ELEVATION5 2&3 W/OPT FRONT 8AY WINDOWS M-4 I 11-7 8 LPI-20/26A I-JOIST 2@1-3@2.3@4-2@7.2@8 3@9-2@10' 11016-21820-5822' 6832' 14@35 9 xl-7 8 X12 058 RIM BOARD 4-PL5 NOTES HANGERS(51MPSON I. REFERENCE PROOU6T 22-PC5 1TT3'1.88 or ITT21:.88 5PECIFICATION5 FOR PECK 1 N i 0 NOT S LocanoN 2-PLS 1411T3.L86-2 or h11T211.88-2 § N e e 2.DO NOT SUPPORT WOOD PECK g FROM AMY CANT-EVER FLOOR . g� ma 3.PLUMBER TO VERIFY DELA N Ao Ao OCATIONE FOR ALL TUE�1. o H 8 WATER CL05E T5 FOR ANY a c33 VARIATIONS. t_, NOTE I.)I-JO15T CAN BE MOVED �gg N A MAX.OF 5'OFF&ENTER ia (EG_,192'-24.2 -IA2"-192°O.L. g 'g' �� FIRST FLOOR FRAMING PLAN — ELEVATIONS #2 & 3 W/ DPT. BAY FRONT WINDOWS =ha SCALE=1/4"r II-0" II T/B°LPI 20 C9,QIPU @ 19.2°O.L.U.P1.0. _ 1 LPI REVI5ION5 DATED 05/22/A2 BY ORAD-JC LPI REVISIONS DATED 04/03/02 BY OBAO-JC DeawN Br: LPI REVISIONS DATED 03/28/02 BY 05AP LPI REV151 ONS DATED 02/18/02 BY ORAD I ARIKH 1-1/8'OSB.RIM JC IST-FASTEN TO EACH /8'OSB RIM JOIST-FASTEN TO EACH -1/8'OSB REINFORCING EACH SIDE-FASTEN TG JOIN DOUBLE I8J AT BY-IN_-G THROUGH WEB _CIN DOUBLE I8d A T BY NAILING THROUGH WEH -EA SQUASH BLOCK CUT USE TALLER THAN THE FLUSH LVL or STEEL BEAM FLOOR JOIST USI 1-10d NAIL Fc4 FLANGE 1EPCH FLANGE W/IOd NAILS o 6'a/c STAGGERED WITH 2-ROWS Btl AT 6'o/c tNiD FILLET BLOCK 4ITM?-ROWS Btl P7 6'o/c INTO=IDLER 3.00< DEPTH OF THE 1-JOIST. USE UNDER FIRST FLOOR FLUOR JOIST USING 1-I0d NAIL PER FLANGE REFERENCE PLAN REV IJo.r DA iE I-JOIST ❑N END WALL 1-JGIST OR.RM BOARD 01-121 08/2l/02 iNTERt]R BEARING WALLS 2 X 4 SQUASH BLGCK 16* 1-1/B'CSB BLKG.PHLS, 1-1/8'CS2 BLKG.PHLS. J/4'OR 7/8'DSH NOTE USE wED FO�CETU�EYR' 3 WEB 3/4'OR 7.�8 NOTE:USE WE STIFFS\ERS 3/4'OR)/B' HET WEEN EA,CANT,I-JGIST BETWEEN EP.CANT [-J'u[S\ SUB,LOOR� SD BY /"1y/�j pSB SURF LOO,4 /DECK LGCATIpNEn,_R,pR IF REQUIRED BY THE MANGER CSB SUBFLCC4� 3/4.OR T/B•OSB TTURER 3/4•GR)/B•OSB E'// MANUFACTURER SUBFLDpR SUBFLppR YY// I JOB NUMBER I 51214 MAX, MAX. '� C1214LP06192 SHEET NUMBER 24'MAX.CANT. NOTE USE WEBRIM JOIST DEPTH.SAME 3/4'OR 7/8'GSH USE CO.VTIN000S STIFFENERS IF RIM JOIST DEPTH SAMEAS FLOOR JOIST DEPTH SUBFLDOR 24'MIN, USE 4'LONG FELLER BLGCKFILLER H'-K• NOTED ON LAYOUT AS FLOOR JOIST DEPTHQ,Oq,CATALLLWAL.S 6 BEAMSWHERE HANGERS NOTE USE DBL.SQUASH BLOCKS UOV1NOTE,USE FOR JDIST 16'DEEP OR LESS L . ARE USED ONLY IF NOTED ON LAYOUT NDTE:USE FOR JOIST 16'DEER OR LESS TPP MOUNT I-JOIST HANGER SHOWN 1, RIM J❑IST—BAND 2. RIM JOIST—ENDWALL 3. CANTILEVER 4, REINSORCED CANT 5. D❑UBLE J❑IST I—JOIST @ BAY 7. SQUASH BL❑CKS 8. RIM JJIST—BANE W/ SQUASH BLKS• 9' FLUSH BEAM C COPYRIGHT 2001 % Homes OF LPI J❑IST HOLE CHART o UD z z z = w F N z'z z N z - u a 7 F So EL o � A = - j J ` d 0 11-715'LPI-20/26A 8192o/c Nln - - N NOTE e BAY WIND.OPT.IN57ALL KIT L16HT LVL B HANGERS GVER OPENING iL - SEE OPTIONAL MATERIAL LIST. o I\ m I II 77 I II m ry �� NOTE P BAY W;ND.OPT.INSTALL '� _ 5 o _ II II LVL OVER OPENIfJ6- h g N 1 'I SEE OPTIONAL MATERIAL LIST. - s3 W ly6 8 li -3 2 T o b B io a 20' 1 IE �^ 30' 32' 116' 1_ 32' ❑''., , i >n oiwo L v 2 ti.�F�(vIMhr1Y�i@ II 20l oz? � Ib k I I I I3-I X B'I-FL SH LV 15L DR fl F_. L BRG LL _ ar I I I-3l X B"FL 5H LV 15' BRG aLL DROP D B M-R f? 1 a g =9> o _ _ y "-.-.. .__.- ___- BRG WALL '-� 2 o w MECH.CHASE P OPT,SINGLE HVA6 SYSTEM DELETE--JOIST ADD'I-JO15T 2 016 Q !W ILL 2 PCI' awn - E— NOtE P BAY WIND.OPT.INSTALL - LVL 0 E OPENING- SQUASH 9LOCK5 Q SEE OPTIONAL MATERIAL L15T, � - 2x4%11-15 16 _ g 32,(5 MATERIAL LIST _7 SECOND FLOOR WALL MATERIAL LIST ` 12 I P 2' S L VA I 11' 5 3.1 2"x 9- 1-7/8"LPI-20/26A -COST w " 4@81 2@I 7@3' 2@4 3@9 g k 14e II -14e 16 -4e 19'-9@20 N L 3@30 - 16@32 -1@35 3-1/2"x 9-1/2"LVL 8 xl -7/8",,12'059 RIM 90AR9 DROPPED BEAM REF.PLAN 1 @ 6 10-P(5 77 (r e leu' DOUBLE _ _ \ -I Z x I1-7 LVL2?3-1 2 x 111-7/8 LVL - @ le, � - @ 15 -2 @ 20 JSP (113 1/z x n T/e" LUSH LVL e t PPT 11)3-/2 x I NB"FL sH LVA a W 3 LAR FRONT LOP.O GARAGE HAN5ER5(SIMPSONor(211-3/4°XII 7/E" LUSH LVL P 10' (2f13/4"X I'7/8"FL 5H LVA 3' 34-PCS ITT311.38 or ITT211.88 _ �5 203 �� 203 3 2"z 9 12 LVL 6-P(5 M1T311B8-2 or MIT211.83-2 b e K NOTE5 as REFERENCE PRODUCT L� SPEC IFI LATON5 FOR OELK SIZE AND LOCATIGN 2 00 NOT SUPPORT W000 DECK a FROM ANY CANTILEVER FLOOR SYSTEM. N 3.PLUMBER TO VERIFY DRAIN SECOND FLOOR FRAMING PLAN — ELEVATI❑N #2 &c`#3 :W/ ❑ FPT R❑NT BAY WIND❑WS GLATiGNSFGRALLTUBSHWR � a� 8 WATER CLOSETS FOR ANY vi VAR IP T ION5. SCALE=1/4"=1'-0" V II 7/8"LP!20 OR 264 SERIES @ 1921NOTE I-JOIST CAN OEM O.C.U.N.O - A MAX.OF 5"CFF CENTER (E6.,19'"�24.2 -14.2"-191" b LPI REVISIONS DATED 05/22/02 9Y O9AO JL LP REV151ON5 DATED 04/03/02 9Y OBAO J( LPI REVISIONS OATEO 03/28/02 BY 05AO pea+hw Br: LPI REV 1510N5 DATED 02/18/02 BY GOAD KH -1/8.OSB RIM JOIST-FASTEN TO EACH paTE: B/2B/07 1-1/8'OSB RIM JOIST-FASTEN TO EACH 1-1/8'OSB REINFORCING EACH SIDE-FASTEN TD JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB JOIN DOUBLE I-JOIST BY NAILING THROUGH'WEB 2.4 SQUASH BLOCK CUT 1/16'TALLER THAN THE 1 FLUSH LVE ar STEEL BEAM FLOOR JOIST USI G 1-10d NAIL PER FLANGE j-JOIST DN END WALL EACH FLANGE W/10d NA1LS a 6'a/c STAGGERED WITH 2-ROWS 86 AT 6'o/c INTO FILLER BLOCK WITH 2-ROWS 8d AT 6'o/c INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLOOR FLOOR JOIST USING i-10d NAIL PER FLANGE REFERENCE ?LPN REV No.l CF7E I-JOIST OR RIM BOARD INTERIOR BEARING WALLS 2 x q ILE ASM BLOCK 91121 68/21/91 • 1/8.OSB BLKG.PHLS. I—` OSB BLKG,PHLS. 3/4.OR 7/8'OSB NOTEOFA USE WEB FB ^� 3/q'OR 7/8 EACH SIDE AT EXTERIOR NOTES USE WEB STIFFENERS ?/a'OR>/B' BETWE-EN EA.CANT.I-JOIST BETWEEN EA.CANT.I-JOIST SUBFLODR SOSB SUBFLOOR DECM LOCATION IF REQUIRED BY THE HANGER DSB SUBFLOOR� 3/q'OR>3'OSB I TMANUFACTURER J/a•OR)/B'OSB !// I MANUFACTURER SUEFLDDR� ( SUHFL'uDR `IY✓ JOB NUMBER j 5116* 14 MAX AY.. C1214LP16_19_2 -A I � 24'MAX. SHEET NUMBER CANT, NOTE-USE WEB RIM JOIST DEPTH SAME 3/<'DR>/8'OSB USE CONTINUOUS STIFFENERS IF R114 JOIST DEPTH4 SAMEPS FLOOR JOIST DEPTH SUHFLOOR2a•MIN. UTE ALLLSAG.11.FWALLLLE S&BAMS BLOO� WHERE HANGERS NOTE USE DBL.SQUASH BLOCKS FILLER BLK NOTED ON LAYOUT AS FLOCK JOIST DEPTH Q• O NOTE USE FUR JOIST 116'DEEP GR LESS A UNREINFORCED CANT, ARE USED ONLY IF NOTED ON LAYOUT NOTE USE FGF JOIST 16'DEEP OR LESS TOP MOUNT[-JOIST HANGER SHOWN U 1. RIM J❑IST-BAND 2, RIM JOIST-ENDWALL 3 CANTILEVER 4 REINF-❑RCED CANT 5. D❑UBLE I-JCT_ST 6. DBL. I--JOIST @ BAY 7. SQUASH BL❑CKS 8. RIM JUST-BAND W/ SQUASH BILKS. 9• FLUSH BE P,M C COPYRIGHT 2001 Pu Homes G 0 c cc II 2X1 RA S. "0 \ Rli aO a 4G LE 7 WAL O SES 32" 2'^A04 ALLY Cx. n 2k 4 "0 2x10 APTE s.l 0L — 0 If, - w e � I � I h {k tIE9 32° tk 8 IE9 a 2"0 4 I I � L_ 41 E �2X RA 12 RI XN 1WE ___ __ ------ mo __ _ 'Iia 20Z _ 4 EIT I 2x 4 .� i•,� 'w P'fAeN �(°.-�"`� 7 — eLE -r , ENDL l GAI LE ClD WAL. J I o w -� k A RS.. _ O PARTIAL ROOF FRAMING PLAN-3 CAR GARAGE-SIDE LOAD e SCALE:1/4'=r-c' —OVER.ERACE 2 x 0 t I50G )C, ROOF FRAMING PLAN-ELEV.1 SCALE:1/4=f-0• 0 h _ tt Iz DGE § m N 45 QyNW 2%0 RA 16"0 � i1Wm 7.5-:21 OL 2k 4 BLE g LS END L �i>i:e o 2 /6A LE ..ID — � WA i jI 1H T L 14 - ,n ' I W.PLAN PARTIAL ROOF FRAMING PLAN - ELEV.*03 J k 4 G IBLE W.LL � ORAVM BY: KH GATE: 8/18/01 %d 2.p a i,:. .IE OL REV No. DATE _ > 01-121 OB/21/01 V .,IE NUMBER 51214 b HI214RF1 PARTIAL ROOF FRAMING PLAN-0 .FRONT LOAD COND. SHEET"UMBER SCALE:,/d•=T-0' PARTIAL RO FRAMING PLAN-ENGLISH BASEMENT COND. _ 9.00 © COPMGHT 2001 Pult Homes 0 . �I/2"PLTWCOD SHEATHING E-- O O C 2x10 RCG JOISTS 2x10's I6"O.C. O 16"OC. W cq 2x6'.®45'16"O.G. 11� cq 2x61.16"O.G. 2x6'9 16" O.G.RAISED /—(2)1 3/a"x II 7/8"LVL'.BOLTED F-�--I BEAR'NG WALL AT SECTION OF JOISTS 26 1. I TOGETHER W/1/2"x 4 1/2 RAISED CEILING ONLYmx45'IANC LE CARIAGE BOLTS TWO HIGH 16"O.C. Cs7 Z '. 16"OD ® «C (7 DO2x8 UBLE 2x8 �7 CEILING FRAME 2x8'. NOTG 1�. C AS REO.TO FIT IN IC—I JOIST HANGER Z y W ¢ >C SLOPED 2x6 ''F '= 19," O.C. W DOUBLE 2x8CANTILIEVER x8'. 2x8 BEYOND c! BEYCND --- 2x8 CONT. CEILING JOISTS 2x PARTITION ATL' HEADER SEE FRAMING PLAN CLOSET O 2x4 BEARING I--� WALL SIMPSON 1141212-2 TF JOIST HANGERS GUILT-UP 2x.'s UNDER LVL'. DOUBLE 2x6 PLATE Iia (1SECTION OPTIONAL TRAY CEILING ( )RCTION OPTIONAL TRY CEILING TO FOUNDATION BELOW c CTION ENTRY FRAMING - V. 2 4 3 A 9.01 II II � D x 6 L1 (TfP, 0 x B LANG IST .C.'W1 4 NG OL. FR LA TIES f7 h II II � I � r2!x e Gam. 8Ci LING 151 (2 1314 9 I/'LVL • 0 (2)x a (2 2x B rE-- r--I Lill �1 P w 15' I/2 15'- I/2° EE VN CA R GEIL JO T.16 OL. 2' 1: m - - - - - - - - - - - - - - — — — - - - 1 `PARTIAL CEILING FRAMING PLAN - OPT.TRAY CEILING CEILING FRAMING PLAN - ELEV. I SCALE 1/4'=`4 SCALE:1/4'=1-0 y x e ILIPG 51 \ ITTE e � DRAWN BY: _ NH DATE' S/29/01 J (2 3/4" 11 111:LVA REV Na DA iE C, 01-121 08/21/01 N B JOB NU..P 51214 0 _ - H1214RF2 SHEET NUMBER PARTIAL CEILING FRAMING PLAN - El EV 2 t 3 9,01 SCALE 1/4'=1'-0' © COPYRIGHT 2001 Pult Homes Q� Xt-11 I"LE55 THAN FIN-FIN DIM I"LESS TITAN FIAYPIN UIM I"LE55 THAN FIN-FIN PIM O .-1 GENSRAL NOTES I.COMBUSTIBLE MATERIALS SNAIL [z] O 16 REF.GHARi OF FP.FACING FOR FINISH DIMENSION a NOT BE WITHIN 6"OF A FIREPLACE OPENING. LAP [ N 3 I!2° I'-" V IES I''" 3 I/2" 2 X 4 P i 2%4 FLAT COMBUSTIBLES WITHIN 12"OF THE FIRfPLALE OPENING SHALL NOT PROJECT MORE THAN 1/6"FOR EACH I" -- ----- "~�- 2 X 4 PAD OUT-- 2%4 FI,At PAO OU7 \• 3 12 3 121 m FRAMING DISTANCE FROM SUCH OPENING. —-- X 3 OVER 2%8 b--� 2.DIRECT VENT FIREPLACE TO BE INSTALL, PER / E--V REF.NOTES �I MAwFALTURE'51NSTRULnONS BELOW D l� - rs -E END GYP. .U BEL SII a EXTEND GYP.W.I"BELOW S! DC TOM Lf OUT FR BOTTOM OF PAW DJD FROG. _r -EXTEND GYP.BD.I"BELOW 80TTOM OF PAP OUT FRMG. _ - __ ROOF FRAMING —I X3OVER 2 X8 [L REF.CHART OF FP.FACING FOR FINISH WIMEN510N _ �{Dl'�j�"- - y B.� I y3 - --------- --- `4 ON I X PAW / z I'-d' VARIE I'-"71/2 _ ._ I�II�I FRAMING EI.EV ION w FRAMIEIfVAT10N --�' r'RAMING ELEVATION a 4"CORNER TRIM In REF.NOTES 70 2 x 3 PPD Or 3 I/2 PAD OUT ABOVE MAN TEL 1 1/2"PAD OUT ABOVE INANTF_L —-z x 4 WALL FRAMING Y I•--'' BELOW m m 510IN6 TO MATCH HOUSE Fi UE O (n fh01 1/2"PAD CUT ABOVE MANTEL - --FIRESTOPPMG O W PREFAB FIREPLACE W/CERAMIC OR PREFAB FIREPLACE W/BRICK SIIRROUND 8 HEARTH TOP PLATE - ': ' MARBLE 5URROUND 8 HEARTH 45° a5° SHwGLES REF 4 1/2" 4 1/2" - -- ' 81/4PRODUCT SPECS 6'12" ::114' /7Z1 IREPLAGE PAD-OUT DETAIL5 REF ons ALE S NOTE ALL TRIM TO BE SAME AS HOUSE TRIM ' - COLOR EIEVATNNT'A' BASElIENT ELEVpTNNV jQ�`, ____ METALL r-EV LACE _ __- HEARTH PER FP DETAILS / - -HEARTH �/1 P 36"FIREPLACE I-JOIST REF G7ART OF FP FACING FOR FINISH OMI6'-0"B 42"FIREPLACE—_ FIR5T FLOOR - �b / t _ LINE OF WALL DRIM TO MATCH TRIM PACKAGE _ i r------_-I - n'' 17°FLUE TILE I / � 5'-� V!NYL SOFFIT----- I , OPY�FP. // O NECK MOULD(LWP4621 YI PER P.N i -- ELEVATION 5EGTION w-InB MAAlF(�' / 1(( 111 L_____- J ' _ J �. PANEL MOLDING ON EOOE5 _ �y (LWP462) LW4 CROWN MOULD Y 1!4" - R.o.PERMANur. I WOOD DURNING PRE-FAB FIREPLACE DETAILS 5/4x6 MATC4TRIM BOARD TO 6 /2' .PLAN FOR OPENItN SIZE - - 2X3PAOGUV WII OF FIREPLACE. / - MANTEL MOLDING (430) _ LINE OF MANTEL "' FACING REF.O IAP OF GYP.00.PAD OUT ABOVE MANTEL _ T� - __ ____________________ ___ -____ ___ - MARBLE SURROUND I I r B"OR UR BRICK,MARBLE OR TILE �. pn TOP 0N51DE56 L_________._ _..._____._.__.,. TOP OF FP.OPENING ,.. PREBUILT MANTEL VARIES - _ BRICK SURROUND "TILE HEARTH BY FP.MANUFACTURER EXPO5E0 FLAT BLACK I METAL FACE OF F.P. �I,FVATION°B" B'�13'WALL MARBLE HEARTH _ NOTE MARBLE HEARTH MATERIAL U5EW ON ALL I --- - I"CORBELS STD SIDE WALL GOND 936"F.P. d - ELEVATIONS 15 THE SAME. 5r � 9 42 F.P. ^' � / COW. � �-._.-._ 5'.d'8 36"FP- .IKORNER 1 OW. -.-._--_.._- 5'-0'842"F.P. GENERAL NOTES CHWTCIF FP.FACING ��IREPLAGE W/ MARBLE OR CERAMIC TILE PAGING NorE 1.60MBUSTPBLE MAiFR!AL55HALL TTPE OF FAC 3�42 T( -17X _�A50NRY FIREPLACE ALL BRICK VENEER TO BE NOT Be WITHIN 6"OF A FIREPLACE OPENING. z.0 ALE,x x''_IIB" T, aLE x/x a --- IN RUNNING BOND - -- COMBU5TI8LE5 WITHIN 12'OF TIE FIREPLACE OPENING. MAR5LE/CER.TI _5'-I" 6"1" �T. SHALL NOT PROJECT MORE THAN I/B"FOR EACH 1" -� DISTANCE FROM SUCH OPENING. BRICK 6'I" 6-B" N 2.DIRECT VENT FIREPLACE TO BE INSTALLED PER mANUFACTURE'5 INSTRUCTIONS. / COMP051TION SHIN6LE5 = = 5 Frpal.03 F te01 2/9/99 II - ?e� Fp-t.01 DVFR 7116 ROOF SHTG, \ Egg OVER 2X6 RAFTERS �\ 1-6" -eag IYP' --- z 6"FASCIA ON I X PAD -FLUE SIZE P R ODE t _ _ 'F^7 -LINK Of CHIMNEY a e TOP VENTED FIREBOX $� E •1.0 .- -_ 1/ —_ ____—--._ UJ 3�i IR TNI AKE S'' �2 '�zz via I — - --_- — u --3 ROWS D.44 --------- -- ti c REBAR EO.SPACE _ _ _ FRONT TO BACK 510E TO 510E `-- --- z FIREPLACE VENT LAP W/REAR VENTED FIREBOX -------- -----.- oeavm BY: tY O"` ---- VINYL 501N6 OVER 5FIFATH IN6 - ------'------ --------- o REva°. Bala Q\� ON 2 X 4 5TU25 W/ ------- -- -- �� BATT INSULATION --_ -- -�— r — - - GRADE LINE - __ - - _ BB HUNGER i //% _ -- -- — 311 TRIM - NE DTL 5 / SECTION DETAIL DEPTH OF FOOTING PER FOUNDATION b NESTD1200 TO BE MIN,OF 12"DEEP - AND 6"EXTENDED FROM FACE Or BRICK. SHEET NUMBER EPLAGE W/ MARBLE FACING SECTION @DIRECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE a 112.00 PIE X%•I-0 -- SCALE 3/4"=II,0' -- --- sLS�.Lr — © COPYRIGHT 1995 1 Home Cor orotion QL_