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Miscellaneous - 40 GARNET CIRCLE 4/30/2018
/, 40 GARNET CIRCLE 210/109.0-0064-0000.0 1 ` 1 I f i i I I I ./r.� Date....... ..��?..�... NORTH { °:t"`° :•�"° TOWN OF NORTH ANDOVER p PERMIT FOR WIRING 41 SAcMusf� Thiscertifies that 4..... .. .............. .................................................................... ff �6� . has permission to p form ..� .. .. ...........:... ..- . . ... ....r..,....................... wiring in th building of l ... i.. .. . ...... .....( - �� ..... . . ,.No t"f►ndo ver,Mass. Fee.<! c Lic.Nod./. �G!!....... .......... ........................... �J� ELECTRICAL INSPECTOR Check # /J , . 5341 i Date. . :��P. � .�1 o' "oRTM AM TOWN OF NORTH ANDOVER . o PERMIT FOR PLUMBING ,SSACMUS� i- This certifies that �`. . . . . .r':G``'.c `'"".`" . . .-.. . . . . . . . . . . has permission to perform ... '" `: .' -. . . ." . . . . . . . . . . . . plumbing in the,buildingsfof~-� '. . .`: . . . . . . . '=f. . . . . . . . . . . . . . . at . � —North , Andover, Mass. Owl Fee- . . . . .Lic. No... . . . . . . . . . . . . . . . . . t � PLUMBING I PECTOR Check N 6558 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS / Date J Building Location �� l Owners Name /qmv Amount Type of Occupancy New ® Renovation 1:1 Replacement Plans Submitted Yes 0 No FIXTURES W. W. &`SM 1S)C FIDQt MHfM �)HIOCR 4II�)HIOCR 5M B OM 6M)H nm x 7M)HHCM 91H KDM (Print or type) Check one: Certificate Installing C. an Name /� ❑ Corp. L Address �� Partner. „ Busintss TeRtphone Firm/Co. Name of Licensed Plumber: / y✓ u�� Insurance Coverage: Indicat a type 61 insurance coverage by checking the appropriate box: Liability insurance o Other type of indemnityD BondEl Ins ver: I,th undersigned,have been made aware that the licensee of this application does not have any one of the above thr e • s �y i re Owner Agent I hereby certify that all of the details and information ave submitted(or )in above application are true and accurate to the best of my knowledge and that all plumbing work a i sta t n ormed u er Permit Issued for this application will be in compliance with all pertinent provisions of the M a u Stat Plumbi ode and Chapter 142 of the General Laws. BY: SignaEllrunse1`11111IDer Type of Plumbing License Title City/Town License Numoer Master Journeyman ❑ APPROVED(OFFICE USE ONLY i I f .._M OEEIr.4 Uye^On ly The Commonwealth o __...�_�_..._ � f Massachusetts _ �/ t YtretC No. Department of Public Safety OccupaMy S ►ee th;:cked —��K/-1 Y BOARD OF FIRE PR,EYENTION REGULATIONS 527 CMR 1200 3/90 APPLICATION FOR PERMIT TO PERFORM ELE(7, RICAL-. WORK All work to be performed In accordance vdth the Aiiatochusetu Electrical Code., 527 Chi 11:00 (PLEA.CE PRINT IN INK OR TYPE ALL INTORM&TION) Date ��- City or Town Of`�p�Q kr%Mt To the Inspect-or of Wires: The undersigned applies for a peroit to perform the electrical work described belo:+. Location (Street & Number) 40 Owner or Tenant�E.y I '�c�Cr 9 ��f _ y Yl ,^ �' t Owner =.� i' Address-2—s �_�___o6%lf 's Addr s Is this pernit in conjunction with a building permit: Yes No 0 (Check Appropriate Box) Purpose of Building ='' ,-� ��p Utility Authorization NO. v` V Existing Service Amps 1� Volts Ove .ead l_.J Undgrd E] No. of. Met.ery New Se—rvice 2.b.., AMPS _ Vo1Ls Overhead lndgrdIy No, of. raeters���_� Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work oL No.. of Lighting Outlets No; of Hot Subs No. of lransforaers Total No. of Lighting Fixtures Swimming Pool Above ( In- ('-1 grnd. 1�J grnd. LJ Generators KVA No. of Receptacle Outlets No'. of Oil Burners ^� No. of Emergency Lighcinb __ Battery Units No, of Switch Outlets No, of Gas Burners FlRE AJ-AF-,IS No, of Zones No. of RangesNo, of Air Cond. Total No. of Dete.ccion and _ tons Initiating Devices No. of Disposals No. of Heat Total Total Pwn s Tq KU No. of Sounding Devires No. of Dishwashers Space/Area Heating KW No, of Self Contained Detection/Sounding Devices No. of Dryers HeatingDevices hiunicip-1 KN Local C_� Connec_t_ion� 10ther No. of Water Heaters KW No,-§j o, of Ao�o Lou Voltage Si ns Ballasts _ Wit'irtg _ No. Hydro Massage Tubs Na, of Motors Total IIP OTHER: 7 INSURANCE COVERAGE: • Pursuant to the requirements of Massachusetts General Laws I have. a current Liabilit Ia Insurance Policy including Completed Operations Coverage or its substntial equivalent. YESM NO [] I have submitted valid proof of same to this office. YES[K NO (] If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE LA BOND ED OTHER Q (Pleas. Specify) Estimated Value of Electrical Work S Work to Start Inspection Date Required; Rougli_rn^_� YFinall� _ Signed under the penalties of perjury: FIRM NAME Licensee' Signature ___=CLIC. N0.-r �� Address r 1> .us. 'Cel. tJo.• S—R {E �c= .5 � c]-i. �2ta_ _ y ALC. 1el. No, OWNER'S INSURANCE WAIVER: I am aware chat the Licensee does not have the insurance coverage or I—is-sub- stantial equivalent as required by massacliusetts General Laws, and chat my signature on Chis permit application waives this requirement. Owner Agent (Please check one) T"t""h^r'P No. PERMIT FEE S �2 — Z.7 . CERTIFICATE OF USE & OCC ANCY TOWN OF NORTH ANDOV R Building Permit Number 779 D October 26, 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON 40 Garnet Circle MAY BE OCCUPIED AS SFD 2 stall attached saraae IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Pulte Howes LLC 115 Flanders Road *Ougfi MA rou Building Inspector OR-., over Ovm - of 0 No. ri r) C, Lndover, Mass., 0 LAK -C-OC HICHEWICK 0'r?ATED BOARD OF HEALTH Food/Kitchen PERMIT T Septic System . '�� �r� 0BUILDING INSPECTOR THIS CERTIFIES THAT ............. ...... .... ... ..... ...... _......... ......................... has permission to erect.............e....................... buildings onjoi.4.10. J* Y .................... Foundation AWCQ_._ Rough...... .................... ......... .. ... f-41 Lh4 imney to be occupied as..S.Pop o.0414 ................................ . V44W&h provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final IA- this office, and to the provisions of the Codes and By-Laws relati4to the Inspection, Alteration and Construction of /0 VAV-t z Buildings in the Town of North Andover. 101Aso q PLUMBING INSPECTOR 47 8 VIOLATION of the Zoning or Building Regulations Voids.this Permit. a PEP2\41T EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCT194 S Roughoj'C rvi Ic eo�r3(o� 4�/•��L BUILDING INSPECTOR "Fil al41 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 UntiI Inspected and Approved by the Building Inspector. Burner C) Street No.c,r SEE REVERSE SIDE Smoke Det Town of North Andover T t Building Department . , 69 •. o0 27 Charles Street o North Andover,Massachusetts 01845 (978)688-9545 Fax(978) 688-9542 ; �,�ssAc►�us'� APPLICATION FOR CERTIFICATE OF0CCLIPA_NCy/INSPECTION ADDRESS C.i('G l LOT NUMBER SUBDIVISION EarcSk V i y Lo DATE REQUEST FILED /8 /O DATE READY FOR INSPECTION �b TEN(10)DAYS NOTICE PRIOR TO CLO§j1++G DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN:TEM TIME . FRAME. A REINSPECTION FEE OF TWENTY-FIVE($25.)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W.—WATER ME DATE �,D 1 D.P.W.MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION REQUEST DATE. SIGNATURE/DPW AUTHORIZATION ' Location (r+ R8 7� ( l Citic�e i C� No. / Date ,.ORT1y TOWN OF NORTH ANDOVER 1 F?O: t.ao :a,h0 s Certificate of Occupancy $ Eta Building/Frame Permit Fee $ Mus !� Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # Akb 3 qS / I � 'Ply 17410 Building Inspector TO'WN of NoRTH NDo vER WELDING PEPART�RNT �1'P1 I �TlOIY TO.COi�tal tUCT IZ�Z' bt N�YAT' Oit D3�MOLLTTSFI A 4NE 48 T'WO FAMILY D L G BuU.MNO PBRMrr AEUI oxw- DATB ISS�3ED: SIGNATURE Coinmissi,anerib Cor of BuAke Date SEC'�Q�+i I-SITE 31�Q8MATIQN .�'.., 1.1 l�upeay Acklmai 12 As c==14 and Pared Number* b MW Number, 1avdNW;aba . . 3.3 $Iufoo Air - 1.4D aeasioos: , 1 /E 1 , . e J ' aQ Qwj LM Lot Acca Frrmta I. -UTEACKS it FIG=yard Side:Yard I=Ylvd uirred Provide aired 7 Provided ed P�tCidrd i.7wquoc DscrLL;sQ Si) 1.& r7OWYaaeraEai�tlou: Lti Swrc��igPwy! +taaL 13i�+m ❑ .Zaw ouccipaFmoa?+wa a 6� oustzrDucpacat syrwi¢ 0 "' 615 81 S3i+G'iZ•P$i�PE�OcT3fQ�VIHBBS�/AIITIg �r�`��,�G.�IT . AL w916W N�(l'siu�).. Addmss r'ar socvice Tzlaph�ue . ��___—_ 6ddr+�s Sys sCrvice• ire :=.._.i•, ti Talc a � 1 ,,� S$CQ1�T 3-CQIYSTB►UCTIQN SERVICES 3:3ISconCona�nrc6onS�paivisur: Not Applicable D �.li?dnsid•:•Cni 1LSiTYPriAI)S11petViaOi= �l• ' 1' ._L �, ��p '6►++g p 1r1C@09a NLlit�beC � �r'� j � Z�f �'ci 6�!/? piraricn D1sia °��o Sj�ucr Tdtphnue � 3.2 Rosinadd Howe lmprov"UM Contractor Not Applicable. Q ' Ra�stFatiwiu Nutubec �!"•� �u:ttutr Tda oaa ����' i I I i I I y SECTION 4-WORKERS,COMPENSATION ejV EL 052 § 25c(6) Workers Compensation Insurance affidavit must be coinplet4 and su*itW%%ith this application. Failure to provide this affidavit will result, in the denial of the issuance of the building it. Signed affidavit Attached,Yes ......, No...,::q SECTION 5 Desai bolt of Proused Work check'ali a Icable New Construction � Existn .9alingRe pa ( ❑ Alterations(s) Ll .Addition:. ❑: Accessory Bldg. ❑ Demolition ❑ Other ❑ S � Pte$' .. I BriefDescription ofProposed Work: jj ��(X1 1• l�Mt' "rf�fG�P �AMi �V itC�E`(l� , (II etc- SECTION 6-ESTIMATEI?CONSTRUCTION COSTS' Item Estimated Cost(Dollar)to be L Building Com feted b •t a li t (a} Builduig'PermufTee =. Iviulti lien..... 2 Electrical ' Cost-of( ) Estimated Total t1 Co, shtichori ` J 00 3 Plumbing O Building Perm it.fee 4 acalQ V7/00S`'` S Fire Protection. 6- Total 1.+2+3+4+5 ... ,Cleak. tunber SECTION 7a OWNER AUTHORIZATION TO BE COMPI:ETED`WBEN OWNERS AGENT OR CONTRACTOR APPI:IES FOR BUILDING G IN P ERD'IIT � as Owner/Authorized Agent of subject Ject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. S• tore of Owner Datit SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION: J S�k was Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief vi Sty s� � Print Name , Si tore of Qwner/A ent Date NO.OF STORIES SIZE BASEMLNT OR SLAB -� SIZE OF FLOOR TIMBERS 1 L 2 3 SPAN / DR&NSIONS OF SILLS DBoIENSIONS OF POSTS DIMENSIONS OF GIRDERS n HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING % O MATERIAL OF CHIMNEY -- C rW CZ— IS —IS BUILDING ON SOLID OR FILLED LAND I i IS BUILDING CONNECTED TO NATURAL GAS LINE FORM - U - LOT RELEASE FORTY[ /�D L'�STRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable.requirements. l a s••r■r■■r r a a a r a r a r a r■■r a t a r r a■r r.■■..r a a a a■r a t■■■r a t■■■■a a■■a a a a a am r.a■a am i a ` APPLICANT Z,LC PHONE ASSESSORS :tit AP NUMBER bq LOT NUMBER_ 5UBDIVISION0 reSi 1/1,t°(J LOT NUMBER 3$ STREET G gr1VC4 CI r• I STRE1r t'NUMBER �rrrr■rrrrraaaraaraarar.rrrrrrrr ^aarrarrar■.■array■■■r..■■arra.ra,saar�aa■ OFFICIAL USE ONLY I r a a r r■■a r r r r r r a r a r a a r r a.a.r a..■.r.r■r r r r a■r a■■r a■a r a r r■a a■■..a..*.arta■art■ RECO NDATIONS OF TOWN AGENTS t r■a a a r a r a r a a a a r.a a■■a .r 11 r.r..■r.■r a a r r a a r a a a r r a 1 a r a w a s DATE APPROVED CONSERVATION ADihfNSTRATOR - i ( DATE RLIECTED �'fc�cTitjn • DA TL APPROVED 1� � , TOWN 1 � R DATE REJECTED COMItifENI -M DATE APPROVED FOOD INSPECTOR-HEALTH DATE REJECTED DATE APPROVED SEPTIC NSPECTOR-HE LTH DATE REJECTED . i C QtvQvfE,NfiS I" PUBLIC WORKS-SEWER/WATER CONNECTI DRIVEWAY PERMIT DTEAPPR0VED FIRE DEPART V DATE REJECTED COMIVEITS RECEIVED BY BUILDING INSPECTOR DATE i a 1 ` i t LOt 38 \ 7 , SF ll 1 L \ 60 Co ry (n �O r' J .- 5) 760 I \ r 159x 6 5 / i PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 38 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 62 MONTVALE AVE. SUITE ISTONEHAM, STONEHAM, MA. 02180 257 TURNPIKE ROAD - SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=20' DATE: 3/26/04 92L &IlbIJL wavea(. t a1✓14=adwj,0 BOARD OF BUILDING REGULATIONS " gws License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/02/1962 P >a s. Ex fres- 03/02/2006 Tr.no: 18492 e Restricted: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 Acting commisVoner I I i - I i Q3i~,-) n Mana!gem.ant Bylaw Exemption Statement arri�'Andaver Hkti3d1ng Oepartment Lara uuw tam ma"m aasiu Uve lRuAding Ospa=ank in thaw dtttomninadan Qf"Omplions under sec:lon 8.7.6 of this QU.Z4;,41 arm.Pa"at CuQwA i+wctsewnew il7law. The 4Ltildiatq appll"a shall"VW4,�U 4f th+nscrcazr�6uwnnatian ;�,c>rr�u�iicGt.tt+,tc7u. - i I srr:,.: r+pplicatat �uakciing PrrrctKt(r laic) Addres,�,v Rrcap®lacy f !Rdrmit 6.at daluerc -.Q r p�A#of Aplicadw (chi below) °t Wit'of irnt Sltlglz Family TwQ Family tkawf.46"et4wd° tit^It at}cvez prap"aAest that tha attact►ed Wtiidung patmii,or wAiCFI Vas iIva [ r=F: y*M'ft LXZMP`WN sraction 8.7:6 of the Nwth At54aver Growth ,yl.tctg t t 8y4w- t un44C*And pteavWrQ this farcy d+ao nat ah"ve me.or any party to tltls parmit rst�t t�€+ r�++ +�cc.�othr�t paltit'rtits ra uire4�?rioi~to ttie isxriartc�:pf.tha 8tulding Rerrnit, 1'4t1Ui✓Gif't U04* a nd:UWX mr ittt,rupr*WWA of thea QXSVPTJ0N gtaWa is subjvet.to review by,tha iwwng '4 is tacaty oi3 .aiir wtt rrt�e Building Aar tit 1;11=84. t oAi 1:4.7,6 attlte MaRh Andnyt+ GtQwth Bylaw the�4flv a lot and tho work as applfed for an the uiaove lGk- is OW U�permit applu"dart and&ate4Cia*d attittrnts.=nylles with one or more of the t a ia"rd by a ar O*merit. ia.�seiact tar a aviiding pirrfti!hu the ar�iatgeraertia restntadon,pr reaapxttvtdea at a tiwa�llitty to :vxas :tYr Qf least stems mar Qf do 4Y taw.ProvidArd kUlk na 4046 erssteC `lie ktK,*wore w"a ea"prior is hoar a. M94 are exempt(MM tha provisions Qf this Sictan S.T of dlj&24ntna "Chia WQ4kQ4cw_ix for titPelWW tutita far lQW ancifvr tmaaerata ipcama aamil"<r IttdiVidurals,Whore all Qf the �`���f�,tt>`��c>a�,eprwettat QwelUrtq tittitc fQr asnt4r twidmnta,whore aacupanry of the writs is c rti adt:awsi+ 9114449"wO a A 4WY 4"W► ad ARO rsc"ad deal ruttira m ttutrliny with tha land.'Aw at€i ie.sea"Zeetiae"atttail aria&piipt A4 viert w ags:ot 56. % 1 , A'ia-M'baA'QP is it Citi at a"Vewirrt k pmjtpc whkh VQwnt"y allfvGq IQ a mipim=4Q:fi permacramt la art.3e �•Ta+aAd a taW,tt lavr t to dritnsdy.(Widaa*lata),ptraulttud tlu 40(gWit>g and t42414 a Sk$Q tr4 t �u�+lo�p .waa�attta of fete,tt{ta,tritiY ttla svrgivx wa4�H tq.itilwaattw7 iwilpadlelaatetr and Aeraa:irt�eAtty �¢.�t.Qg+oa&pars arvdlge tarit;+tattd.The la<td'ta tis Artsarvsd al�alt;#e pt#�<d heavi development tsx;rrt Jaz Rraaiwan,{anrRcyation R iau,d+rdkativR ta.ft Tom.ar Ow afmW-mtahactWn vFtau.Via ?'ing.I"tttai%a eawar fit:p+otas an. �' ' 4 ' This vgjaiicarton rrpm"O"a trlt at lam"ircUt�and not held lay a Qeval apw itt ecmman awnambip with an , ;tipaaaC$am*an me. wo"ia of k9a man 8. Mali rosely*a"a-urns so F*a Am me PWRAW amwih AUW and mat 5att4dW1q ptavisiocts lac the PQgMe of tsanaUYQ 1pg aas maple family dwe>li q unit W the `him a trltrv;aeam it W4 WrOre t is m4ay for k lading pormlW.1.4.as Qatar owulm tram all Qther Hoards atwl hays taeert tsaeiy.d artd lite p+oisat tan QamAliartat�.w#h•ttt�e ps� ttrttt•pte QaVelcpmsnt 6aAt�Cubt . ale Eisuic�4.bwWlaq psmtitimed psrYear par Comic iii ttvcta iurte auc'ttte©eStalittlrtia a� lu�pi4Q peasaits. AppllatMt tttvtst ,app t yid farm It Mutt tttia 6?c DAAri'4K la m pray any rind all intarmadon that wauid aaaia-t the Main IDeparan"in making a dst(a►rtrtit'ulaiion' f appHcai QA is a+lansd arts tar tnartt of the ataaya i;XF.DriAT NS. z ��Ccivri i&aril w mr a=uac-yQf alai infw uiaja i provi4ad and that the aaac,�ad building permit is 3:t4v 4d an EXEMPTION as wte;l abcvc, FwiZtt+tr I understand that the autlmiltak of misleading and Ar i. arta -1raw itu pQn, or trte chdcking off ci an ataovas i which doss tact comply,whether done to:my nQt ' yrQunas tar ius+al OY Oler4partciteni to isaata a dutlding Aatmit. r' Zz Zo— of Cwnr cr aucnorasa&Sant st the a0 8u "s imi mar ace Mai farm inu4z 3a au=44 to U10 SQU4146 Perrnit atpQn appQcadQn far such ganniL � I C BUILDING DEPART)VfENT DEBRIS DISPOSAL,FORM In accordance with the Provisions of MGL'c 40 S 54,a condition of Building Per=rmit that the debris g Number resu2tmg form this work shall be disposed of in a o ri licensed defined by MGL c 11,S 150A pr Pe Y ceased solid waste disposal facility as The debris will be disposed of in: S Location�OfVad��hty ����� Signature of Permit Applicant Date NOTE; Demolition permit from the Town of North Andover must be obtained for this the Buildin or PmJ��throu the Building Inspect gh a Office of r 1 * ' i it The CQmmOnWealth Qf hlessachusetts Department of Industrial,Accidents Office of Inves#igations Boston, Mass. 02111 Workers'Campenation insurance Affldavit ' i pi R;o'�a P(�t1t • old (V�irTl2: i i _—'i acn` htamecaMrrtac petiomung aU work rrtywif, Li %n a.eta proprietor and have no one working in any capacity i ► t am=OmA4,41 RmwidinG mricers'conver"aan[army QMplpk'*w vr"ng an Chia'i0b, f QQfb awric t,, 0 , SCJ. t;1�t^ar+ce Ca. -���. �' ,- _ P i't '� C � ,l �► Mai Pol ln�t,�atzee Co. --- i. >"a�iita�ta saClxt cwttr�as ttegWt�t tick•Simian t�A cr iViGl.7�2 caa 1t�C m ttw-�Aaaiaaa d'crirNgcl: .ar�rslat�sl `irtfprsgcvpaat arc+rdl az civil p�t�tiatc in 1ha rain:aef a$'t4P VfrORK �.�'�>�Yjxlit 1,�t9D.t30 .,aas=arxt tors cgay a'wR sa�.ranc y t�ravrarQ.a.to tht 4ATs:a of: G�1!~Ft anti a tine al��QG.Q01 s qay mr. t i _ �afaffittAW forcora�*torr. ' t;io racy GNiia�vomer trio peiru anct pavr+Uws afprrjury that tht upon rxovrc�rd apow it Ovs and :ilStl�iU,t'2 Date - Print na[ri+k Pham# w U"Qniy oto not in this Aries to bie campy by city or lawn vtfldtai' Cj QUI/ding i Dept i�Gn+rk;fanma+�i+us. �areso arraQctrap Building Qept p Vc*rte Bcrarzl solamfikas 4face • � Q H®aith L'1ap�rtment Other. > I i i! -iser"-Iet 3100) 13034798572; Nov-4-03 1 :21PM; Facie �j3 1 0 4 0 10:10:07 FORCOIlfOuPinent COAOn Cli 847.853. 5390 Dago F DATE(HM/DD/YY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIOir on k1. servires, inc. of Michigan ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE cento 1, HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Su 1 te 1 0 .d N13: 48075 6LTER THE COVERAGE AFFORDED BY THE POLICIES SEOVIJ, COMPANIES AFFORDING COVERAGE COWAN( (24 036-5200 FAX. (248) 936-5466 A Liberty Mutual Fire Inn, co COWAUY Ies of New England, LLC L;5 H'XiI one Road 5ui tr I I CONVANY rarrJi k1 02646 USA C COMPANY 4 T I F Y THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE 13FEN ISSUED TO THE INSURED NAMED ABOVE FOR TME POLICY P E R 10 D 1! 0 o,A 1 E 4j y)TW I I HS FANDI NG MY RECUT REM EAT,TERM OR CONDITION OF ANY CONTRACT 0R OTHER DOCUMENT VVITH RESPECT TO WfH I Ck i TI IS F Y BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THt TERIOS, L"N t Q-111�115: $"f PIDITIONS OF SUCH P061�JES-LIMITS SHOWN MAY H&F RF -YEAIPQAIMS. 7+k OF 1N]UPvSjiCT pn7.f(.'S'PilD.i88k DATE 0AWMr-Nv) nArg(&LhvDD/M L59rK GENERAL A(X'46-(>A7P -tjill L(,-N:-W I.AbUTY PRODUCTF r.omnoiI.AcG Oc cu.; pFn50NAL L ArjV L%LJR)' 0. EACH OCCiikI4CqCC FRE DAMAQiHAriv Mo lifol JJ MED E)T,(Any one i)Anrin) 1010 aat315.n Y A52691004261033 06/01/03 08/01104 CC)Mer'Cial A= COMBINFri qNGL C I.Kff I ON (Per pononl r,(.,;t)u Y INA IRY A jk (Pur ML%4.4� PROPERTY DAfyIA1CF AVTQQtA,V-CA ACCIDENT OTHER IRAN AuTo COLY FAMI ACCIDENT AGGREGAT L: 3 L iA*,j Ity EACH OCLU)�REW!r AGGREGATE A WA2490004«61013 05/01/03 04/01/04 x7QR WORKER$ 024PENSATION EL EACH ACCULN I all LICL I:L DI5FASC-ROL*CY UNIT puu- PASEZAEMP--CYI�F DIA i IL-1 !Q4 op"k, IONSILOCAT19fiS =SISPECIAL[TEMeL trWC;tj'gHjQ4r -Mons in the Town or North Andover, MA-All sites. Waiver of Subrogation applies fur the G2 iti,1 1 L 0.11 and Workers' Compensation Policy. I ii .............. 7k; SW)III 0 ANY OF THE ABOVE POLICIES BE CAKE.(I F-)WFGRE T C cnvri North Andover EXPIRATION DATE THERWK IHE SGUNG COMPANY WALL Ehni-AQ0U I'' IV14 o. -124 K DAYS vmrIj:N NOTICE TO THE CERTIFICATE HQLULtii NfwCo 1-0 T-ir LHI-T A'LIT:41SUilding Department 1" OUI FALURE TO MAL 5t.IC:hNOTr-EFA-iAIL9,%P0G[NOWLIGATION OR LIAH ,, � Y '`!Andover. MA 01$45 U5A OF ANYMO LrCjr4 IHF C'.(XvEANY ITS-AGENTI OR rErrcEF;.=NIAIIVI AUTMORIMD WEPRE SENTNTIVE- Ali 5700078WS25 Holder Identifler; I Sent By: PULTE HOME CORP; 1 401 739 6467; Aug-6-01 4:52PM; Page 1 /1 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 Hallene Road,Suite 211 COMPANY A Pacific Employers Insurance Company Warwick, RI 02886 COMPANY a Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EFFECTIVE 1 EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 — i 5/1/01 5/1/02 PRODUCTS-COMP/OP AGG. $15,000,000 ON AN OCCURRENCE BASIS _ ? PERSONAL&ADV.INJURY $15,000,000 i EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: FIRE DAMAGE(Any one fire) $1,000,000 I MED.EXPENSE(Anyone person) $5,000 AUTOMOBILE I COLLISION DEDUCTIBLE COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: i COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 5/1/01 1 5/1/02 (Owned,Hired&Non-owned ! ) ADDITIONAL-INSURED: EXCESS LIABILITY I i EACH OCCURRENCE i AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 511/01 5/1/02 STATUTORY LIMITS ......................................................_......................_-. 000 .$1...................... L 'LIABILITY EACNACC IDENT , ,000 MA,NVI SCF C4 3091815 1 5/1/01 5/1/02 , DISEASE-POLICY LIMIT $1,000,000 DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY ( `j REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYFF.: IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT MORTGAGEE: SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBLE PER OCCURRENCE OTHER i DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Residential construction,North Andover,MA CERTIFICATE HOLDER CANCELI AT[ON 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 2Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED ^ REPRESENTATIVE /� �A 4 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoflware Version 3.5 Release lb Data filename:F:\files\CST\SHARE\MecCheck\ModelEnergyCode\MASCHECK\Lot 38fv.rck TITLE:Lot#38 Lincoln Elevation#2 CITY:North Andover STATE:Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family DATE:04/05/04 PROJECT INFORMATION: Forest View, North Andover,MA. COMPANY INFORMATION: Pulte Homes of NE LLC NOTES: Customer purchased elevation#2 and a transom ppaclag e. I' M b COMPLIANCE:Passes Maximum UA=462 Your Home UA=433 63%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 20 38.0 0.0 1 Ceiling 2:Flat Ceiling or Scissor Truss 12 38.0 0.0 0 Ceiling 3:Flat Ceiling or Scissor Truss 280 38.0 0.0 8 Ceiling 4:Flat Ceiling or Scissor Truss 72 38.0 0.0 2 Ceiling 5:Flat Ceiling or Scissor Truss 1015 38.0 0.0 30 Ceiling 6:Flat Ceiling or Scissor Truss 45 38.0 0.0 1 Wall 1:Wood Frame, 16"o.c. 630 13.0 0.0 52 Wall 2: Wood Frame, 16"ox. 50 13.0 0.0 4 Wall 3:Wood Frame, 16"o.c. 153 13.0 0.0 13 Wall 4:Wood Frame, 16"o.c. 630 13.0 0.0 52 Wall 5:Wood Frame, 16"o.c. 50 13.0 0.0 4 Wall 6:Wood Frame, 16"o.c. 153 13.0 0.0 13 Wall 7: Wood Frame, 16"o.c. 576 13.0 0.0 47 Wall 8:Wood Frame, 16"o.c. 576 13.0 0.0 13 Window:2852:Vinyl Frame,Double Pane with Low-E 58 0.340 20 Window:2852-2:Vinyl Frame,Double Pane with Low-E 28 0.340 10 Window: 1936-2 casement w/transom: Vinyl Frame,Double Pane with Low-E 18 0.310 6 Window:6-0x6-8 slider w/transom: Vinyl Frame,Double Pane with Low-E 45 0.300 13 Window:2852-3: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:2862:Vinyl Frame,Double Pane with Low-E 69 0.340 23 Window: 1842.Vinyl Frame Doubt i y e Pane with Low-E 16 0.340 5 Window: 1052-3052-1052: Vinyl Frame,Double Pane with Low-E 28 0.340 10 Door:3-0x6-8 w/2 sidelights: Solid 33 0,280 9 2-8x6-8 service door: Solid 18 0.180 3 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 45 21.0 0.0 2 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 1015 21.0 0.0 45 Floor 3: All-Wood Joist/Truss,Over Unconditioned Space 95 21.0 0.0 4 Floor 4:All-Wood Joist/Truss,Over Unconditioned Space 240 30.0 0.0 8 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 RES checkVersion 3.5 Release lb (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkTnspection Checklist. , Builder/Designer Date — 1 r �I � a Area Calculator: Assembly Type Width x Length = Gross Area Comments/Description lil Flat Ceiling or Scissor Truss 4'-0" 5'-0" 20.00 ft2 Area over powder room Flat Ceiling or Scissor Truss 2'-0" 6'-0" 12.00 ft2 Area over laundry room Flat Ceiling or Scissor Truss 14'-0" 20'-0" 280.00 ft2 Area over bedroom#3 Flat Ceiling or Scissor Truss 5'-6" 13'-0" 71.50 ft2 Area over bedroom#3 closet Flat Ceiling or Scissor Truss 35'-0" 29'-0" 1015.00 ft2 second floor ceiling area Flat Ceiling or Scissor Truss 3'-0" 15�0" 45.00 ft2 second floor ceiling area 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Ceiling Area Total: 1443.50 04/05/04 13:36:58 1/1 Area Calculator: Assembly Type Length x Height = Gross Area Comments/Description 1 Wood Frame, 16"O.C. 35'-0" 18'-0" 630.00 ft2 front elev. 2 Wood Frame, 16"o.c. 10'-0" 5'-0" 50.00 ft2 front elev. 3 Wood Frame,16"o.c. 6'-0" 25'-6" 153.00 ft2 front elev. 4 Wood Frame, 16"o.c. 35'-0" 18'-0" 630.00 ft2 rear elev. 5 Wood Frame, 16"o.c. 10'-0" 5'-0" 50.00 ft2 rear elev. 6 1 Wood Frame, 16"o.c. 6'-0" 25'-6" 153.00 ft2 rear elev. 7 Wood Frame, 16"o.c. 32'-0" 18'-0" 576.00 ft2 right elev. 8 Wood Frame, 16"o.c. 32'-0" 18'-0" 576.00 ft2 left elev. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Exterior Wall Area Total:2818,00 04/05/04 13:36:58 1/1 Area Calculator: Addto Window Unit Total Comments/ Library Name Assembly Type Quantity Width x Height = Area Area LI-Factor SHGC Description 1 2852 Vinyl Frame,Dou 4 2'-9" 5'-3" 14.44 57.76 ft2 0.340 Superseal Low E Argon 2 2852-2 Vinyl Frame,Dou 1 5'-5" 5'-3" 28.44 28.44 ft2 0.340 Superseal Low E Argon 3 1936-2 casement wl transom Vinyl Frame,Dou 1 3'-11" 4'-7" 17.95 17.95 ft2 0.310 Superseal Low E Argon 4 6-0x6-8 slider w/transom Vinyl Frame,Dou 1 5'-11" 7'-7" 44.87 44.87 ft2 0.300 Superseal Low E Argon 5 2852-3 Vinyl Frame,Dou 2 8'-3" 5'-3" 43.31 86.62 ft2 0.340 Superseal Low E Argon 6 2046-2 Vinyl Frame,Dou 1 4'-1" 4'-7" 18.72 18.72 ft2 0.340 Superseal Low E Argon 7 2862 Vinyl Frame,Dou 4 2'-9" 6'-3" 17.19 68.76 f12 0.340 Superseal Low E Argon 8 1842 Vinyl Frame,Dou 2 V-10" 4'-3" 7.79 15.58 ft2 0.340 Superseal Low E Argon 9 1052-3052-1052 Vinyl Frame,Dou 1 5'-4" 5-3" 28.00 28.00 ft2 0.340 Superseal Low E Argon 10 11 12 131 1 14 15 16 17 18 19 20 21 22 23 24 25 Window Area Total:366.70 04/05/04 13:36:57 1/1 Area Calculator: Add to Door Unit Total Comments/ Library Name Assembly Type Quantity Width x Height = Area Area U-Factor SHGC Description 1 I 3-0x6-8 w/2 sidelights Solid 1 5'-0" 6'-8" 33.33 33.33 f12 0.280 Front Entry w/2 Sidelights 2 1 12-8x6-8 service door Solid 1 2'-8" 6'-8" 17.78 17.78 ft2 0.180 Garage Service Door 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 i Door Area Total:51.11 04/05/04 13:36:57 1 f 1 Area Calculator; Assembly Type Width x Length = Gross Area Comments/Description 1 All-Wood Joist/Truss,Over Unconditioned Space 3'-0" 15'-0" 45.00 ft2 Floor area over basement 2 All-Wood Joist/Truss,Over Unconditioned Space 35'-0" 29'-0" 1015.00 ft2 floor area over basement 3 All-Wood Joist/Truss,Over Unconditioned Space 5'-0" 19'-0" 95.00 ft2 floor area over basement 4 All-Wood Joist/Truss,Over Unconditioned Space 12'-0" 20'-0" 240.00 ft2 floor area over garage 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Floor Area Total: '1395.00 04/05/04 13:36:58 1/1 Forest View Estates Drawing Date:5/14/04 5/14/04 11 :16 HYDRAULIC DESIGN INFORMATION SHEET i Job Name: Forest View Estates Location: Lot # 38 - 40 Garnet Circle N. Andover, MA 01845 Drawing Date: 5/14/04 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedhan, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residental Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model :V2720 Area per Sprinkler 230 sq ftl Orifice: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: 60.5 @ 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 1 Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78 . 0 psi 1 Elevation 0 I At a Flow of 1540 gpm I Make: 1 Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons II Notes: Single head calculation ZN OF ' CM ?� WN . � D Forest View Estates Drawing Date:5/14/04 5/14/04 11 :16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 23 41.4 psi 1 1;,�" x 1:�,4" CPVC Reducer 2 ' 120 1 . 610 23 0. 1 1 Pipe 1'W" 40x21 CSC 0' 120 1 . 610 23 0. 0 0 11-�" Thrd 90 Ell CI 0 ' 120 1 . 610 23 0 . 0 1 11W" 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 1' " Thrd 90 Ell CI 4 ' 120 1 . 610 23 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11i" PVx15 CSC 50' 150 1 . 602 123 15.8 Hydr Ref R1 Required at Source 123 60.5 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 123 gpm 99.8 psi SAFETY PRESSURE 39.3 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 60.5 psi This is a safety margin of 39.3 psi or 39 of Supply Maximum Water Velocity is 4 . 8 fps i II Forest View Estates Drawing Date:5114/04 5/14/04 11 :16 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 0.001gP m. 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:5/14/04 5/14/04 11 :16 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 IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 23. 0 119" 2 0 1019" 4 . 8 fps 30.0 30. 0 0 . 10 gpm/sq ft 1 . 400" 1 0 1210" 0 . 027 0. 6 0. 0 K= 4 .20 23.0 150 PV 0 2219" 1010" 4 .3 30.0 REF A24" ' " 1'4 0 0 1 0 4 .8 fps 35.0 1 .400" 1 0 610" 0.027 0.2 23.0 150 PV 0 71011 011 0. 0 REF A3 1'1" 0 0 12 ' 3" 4 . 8 fps 35.2 1. 400" 0 0 0" 0. 027 0 . 3 23. 0 150 PV 0 1213" 0" 0. 0 REF A4 1'1" 1 0 25' 6" 4 .8 fps 35. 5 1.400" 2 0 1510" 0.027 1.1 23.0 150 PV 0 4016" 1110" 4 .8 REF W 23.0 gpm PATH 1 K= 3.58 41.4 psi Job Water Required Hose Allowance Drawn By c Forest View Estates Static Pressure: 100.0 psi Pressure: 60.5 psi Inside: 0 gpm SprinkCAD Lot#38 -40 Garnet Circle Residual Pressure: 78.0 psi Total Flow: 123 gpm Outside: 100 gpm Tyco Fire Products N. Andover, MA 01845 Flow: 1540 gpm Safety Pressure: 39.3 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 100411 --Suppl 80 P S I i aM 100 pm hose 40 - 20 100 150 200 250 300 350 400 450 .500 Flow (gpm) Forest View Estates Drawing Date:5/14/04 5/14/04 11 :18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot # 38 - 40 Garnet Circle N. Andover, MA 01845 Drawing Date: 5/14/04 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedhan, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residental Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model :V2718 Area per Sprinkler 185 sq ft1 Orifice: 3/8 K-Factor: 3. 50 Hose Allowance Inside 0 gpm Temperature Rating: 155 Hose Allowance Outside 100 gpm 1 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 137.3 psi Required: 65.8 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi Rated Pressure 0. 0 psi Elevation 0 p I p I Residual Pres 78 . 0 psi I Elevation 0 At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: Two head calculation �H OF I- 9 Z crl Q roivw. Forest View Estates Drawing Date:5/14/04 5/14/04 11:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 37 42.7 psi 1 1;-�" x 11-4" CPVC Reducer 2 ' 120 1 . 610 37 0. 1 1 Pipe 11�" 40x21 CSC 0' 120 1 . 610 37 0.0 0 1'Y" Thrd 90 Ell CI 0' 120 1 . 610 37 0 . 0 1 11W" Thrd 90 Ell CI 4 ' 120 1 . 610 37 0.3 Elevation Change 710" 3. 0 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 37 0. 0 1 1;-�" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 37 0 .0 1 11-�" Thrd Gate Valve Kennedy 0' 120 1. 610 37 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 37 0. 3 Fixed Flow Flow Loss 100 gpm i 1 Pipe 11-�" PVx15 CSC 50 ' 150 1 . 602 137 19. 3 Hydr Ref R1 Required at Source 137 65.8 psi Water Source100.0 psi static, 78 . 0 psi residual @ 1540 gpm 137 gpm 99.7 psi SAFETY PRESSURE 34.0P si Available Pressure of 99.7 psi Exceeds Required Pressure of 65.8 psi This is a safety margin of 34.0 psi or 34 of Supply Maximum Water Velocity is 7. 9 fps I A Forest View Estates Drawing Date:5/14/04 5/14/04 11 :18 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:5/14/04 5/14/04 11 :18 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 18 .5 1" 1 0 1513" 6.2 fps 27 . 9 27 . 9 0. 10 gpm/sq ft 1 . 109" 2 0 1210" 0.086 2 . 3 0. 0 K= 3. 50 18 . 5 120 PV 0 27 ' 3" 1010" 4 . 3 27 . 9 REF 11 11'4" 0 0 7' 1" 3. 9 fps 34 . 6 1 . 400" 0 0 0" 0.018 0 . 1 18 . 5 150 PV 0 711" 0" 0 .0 REF 10 18.8 12-" 0 0 9" 7. 9 fps 34 . 7 PATH 2 1.400" 1 0 610" 0.067 0. 5 K= 3. 19 37.3 150 PV 0 619" 0" 0.0 REF A4 11'4" 1 0 2516" 7 . 9 fps 35.2 1 . 400" 2 0 1510" 0. 067 2.7 37 .3 150 PV 0 4016" 1110" 4 .8 REF W 37.3 gpm PATH 1 K= 5.71 42.7 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 10 HEAD 2 18 . 8 1" 1 0 1013" 6. 3 fps 28 . 9 28 . 9 0. 10 gpm/sq ft 1 . 109" 1 0 710" 0. 089 1 . 5 0. 0 K= 3.50 18 . 8 120 PV 0 1713" 1010" 4 . 3 28 . 9 REF 10 18.8 gpm PATH 2 K= 3.19 34.7 psi I, i I Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 65.8 psi Inside: 0 gpm SprinkCAD Lot#38-40 Garnet Circle Residual Pressure: 78.0 psi Total Flow: 137 gpm Outside: 100 gpm Tyco Fire Products N. Andover, MA 01845 Flow: 1540 gpm Safety Pressure: 34.0 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#65 140 120 10M Suppl 80 P S 100 gpm hose 60 40 20 100 150 200 250 300 350 400 450 500 Flnw 1nnM1 t Forest View Estates Drawing Date:5/14/04 5/14/04 11 :19 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot # 38 - 40 Garnet Circle N. Andover, MA 01845 Drawing Date: 5/14/04 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedhan, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residental 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 195 sq ftl Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.4 psi Required: 75.4 @ Source WATER SUPPLY Water Flow Test 1 Pump Data 1 Tank or Reservoir Date of Test 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 100.0 psi Rated Pressure 0.0 psi Elevation 0 P I P I Residual Pres 78 .0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: 1 Well Elevation 0" I Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: Garage calculation `c�-�N OF Mq�9 • S Forest View Estates Drawing Date:5/14/04 5/14/04 11 :19 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 61 44.5 psi 1 11W" x 1'k4" CPVC Reducer 2 ' 120 1 . 610 61 0. 4 1 Pipe 11i" 40x21 CSC 0 ' 120 1. 610 61 0. 0 0 11-1" Thrd 90 Ell CI 0' 120 1 . 610 61 0.0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 61 0.7 Elevation Change 710" 3. 0 1 11W" Thrd Globe Valve CSC "F15" 0' 0 1. 610 61 0. 0 1 11-�" Fingd Back Flow Valve Watts "70 0' 0 1. 610 61 0 . 0 1 1'-1" Thrd Gate Valve Kennedy 0' 120 1 . 610 61 0. 0 1 11W" Thrd 90 Ell CI 4 ' 120 1 . 610 61 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 1;-�" PVx15 CSC 50' 150 1 . 602 161 26.1 Hydr Ref R1 Required at Source 161 75.4 psi Water Source100.0 psi static 78 .0 psi residual @ 1540 m 161 m i p p gpm gpm 99.7 psi SAFETY PRESSURE 24.2 psi Available. Pressure of 99.7 psi Exceeds Required Pressure of 75.4 psi This is a safety margin of 24.2 psi or 24 of Supply Maximum Water Velocity is 12. 9 fps I I Forest View Estates Drawing Date:5114/04 5/14/04 11 :19 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 � 1 Forest View Estates Drawing Date:5/14/04 5/14/04 11 :19 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 30.7 1'4" 0 0 117" 6. 5 fps 30. 0 30. 0 0. 16 gpm/sq ft 1 . 400" 1 0 610" 0. 047 0. 4 0.0 K= 5. 60 30.7 150 PV 0 71711 0" 0 . 0 30 . 0 REF Al 11-44 0 0 416" 6.5 fps 30. 4 1. 400" 0 0 0" 0.047 0.2 30.7 150 PV 0 416" 0" 0. 0 REF A2 1'14" 0 0 110" 6. 5 fps 30 . 6 1. 400" 1 0 610" 0. 047 0 . 3 30.7 150 PV 0 710" 0" 0. 0 REF A3 30.7 1:44 0 0 1213" 12. 9 fps 30. 9 PATH 2 1.400" 0 0 0" 0. 168 2. 1 ail K= 5. 53 61. 4 150 PV 0 1213" 0" 0.0 REF A4 1'4" 1 0 2516" 12. 9 fps 32 . 9 1. 400" 2 0 1510" 0. 168 6. 8 61. 4 150 PV 0 4016" 1110" 4 . 8 REF W 61.4 gpm PATH 1 K-- 9.20 44.5 psi PATH 2 FROM HYDRAULIC REFERENCE 5 TO A3 HEAD 5 30. 7 1114" 0 0 117" 6.5 fps 30. 1 30. 1 0 . 16 gpm/sq ft 1.400" 1 0 610" 0. 047 0. 4 0 .0 K= 5. 60 30.7 150 PV 0 717" 0" 0 . 0 30. 1 REF B1 1''4" 0 0 410" 6.5 fps 30.4 1 . 400" 1 0 610" 0. 047 0. 5 30.7 150 PV 0 10'0" 0" 0. 0 REF A - 3 30.7 m PATH 2 K- 5.53 30. 9 psi gP Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 75.4 psi Inside: 0 gpm SprinkCAD Lot#38-40 Garnet Circle Residual Pressure: 78.0 psi Total Flow: 161 gpm Outside: 100 gpm Tyco Fire Products N.Andover, MA 01845 Flow: 1540 gpm Safety Pressure: 24.2 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 10040 Suppl 80 P $ 100 gpm hose I 60 40 - 20 100 150 200 250 300 350 400 450 500 9:1f%1Lwi J I Route 114/Salem Ttu-npike, North Andover, Massachusetts" prepared for dlesiti Development Corporation, 11 Old Boston Road, Tewksbury, .(V assachusetts 01 S 76 by 1\/1� Design Consultants, Inc., Scale l y' - 600' Tai ia) Composite Scale 1" =200' dated September 22, 1997, revised through recorded with Essex North District Registry of Deeds as Plan ?.:� 6) ,and as affected by corrective Platt recorded as Plan No, 13727 Vi e� `. C• v .fit ! -, v.; t"• ,r i Registered sand Surveys "`'✓`-'. s 4. Z, ; c. The Town of North Andover, a municipal corporation situated in the Counry of Essex; Commonwealth of Massachusetts, acting by its duly org nized Alarming Board holder of a Performance Bond or Surety dated June 20, 2000, and/or Covenant dated November 9. 1998, fxoM Ilesiti-Moore's Fall, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North Distnct Registry of Deeds, Boole 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 NIA, Page N/A, acknowledges satisfaction of the ttrrns thereof and hereby releases its right, title and interest in the lots designated above on said plans as follows: Lots 38, 39, 40; 41 and 42 as shown on a plan of land entitled "Plan of Land entitled; "Definitive Subdivision Plans for Forest View Subdivision, 114/Sa.lern Turnpike, North Andover, Massachusetts" prepared for :i Ia siti Development Corporation, I l Old Boston Road, Tewksbury, !;I:�i ,sachusetts 01876 by _)v1HF Design Consultants. Inc., Scale I" = 600', Ta,�t I q) Composite Scaze I" =200', dated September 22, 1997, revised throwzh 1 ,`1,98. recorded with Essex North District Registry of Deeds as Plan 1:-: 62 and as affecte-? by corrective Plan recorded. as Plan No. 1372 7. C\Documents and Sr-tiagsV'�arklocal Sertinas\Temporary imemet Filr�OLK6.,�Torm J-Lor Refeasc 4Gamet Circle Lot;(?).doc NORT1.1 TOwn of And No. CON dover, Mass., O COC MIC EWICK S RATED U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System j� //to 0"04 O� �� . BUILDING INSPECTOR THIS CERTIFIES THAT.........1....v....................................................................................................A..�................. Foundation has permission to erect.. .. buildings on ./ dos.. ..y .... ......./!�/tt ... Rough .................................... .... to be occupied as.. 1 ev /��, .1... ... 46 '/...A�.!A.. ...� .......�,.... ��'.....�*.v� himney 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. 10104 a? 11 SD PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERM EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTT S iq' Rough . . .. . . ......... .............. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. R Tly Town o ° - Andover O No. dover, Mass., •p� �/ " "14O LAKE �, COC MIC ME WICK V A01,?ATEO SSA U5E FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ..... v0.0 ..........-.-...M.•i................ ! ....... .. .0 . .............. ........ ew /two has permission to excavate and pour fo d tton at .��....��...............�.... . 64.... 8 a .!_ . td4"11...... . .... ..for the purpose of............................. ................................ ........... ....... P�ijolw.. ..'� 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. ' off/ & C4 $ / Ss 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. BLDG. PERMIT FEE d ass ® FE�►o �...... .............................. DEE FRAME PERMIT =SEE REVERSE SIDE BUILDING INSPECTOR Date. HORTol TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING 49 SSAOMUS� 1 h/ This certifies that . . S`7l.. . . . .'. . . J. . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . .:ti�n.�'`. . .�l f:� .. . . . . . . . . . . . . . plumbing in the buildings of . . . . ! " -1 . at . .1lC.�. . o?�?ti.� . . . . . . . . . . . . . . . . North Andover, Mass. Fee. .?v. . .Lic. No.. /.L .7. . . . . . L ` PLUMBING INSPECTOR Check # 6 ' 90 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBIlV (Type or print) ,t NORTH ANDOVER,MASSACHUSETTS C v P ' Date Building Location IIIJJJ wners Name Permit c� 1 Amount X-20— Type of Occupancy — — I 1 New �/ Renovation Replacement Plans Submitted Yes No ❑ r' 'FIXTURES H w i i SD-EWE D�ctn rwm MIM- M Jill 1 / 11 zII)HI m �)NIDOit 4II3)HIDOlt 5M IWM 6M IPLOM 7IHR OM 8'II3)4If00R (Print or type) Check one: -y Certificate m Installing Coany Name .{�'j Forp cam` Addresz 1:1 Partner_ ?�� 0.� Business Telephone / / / Finn/Co. Name of Licensed Plumber: Insurance Coverage: Indicate tTie type of' u ce coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Bond ■ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance F Signature Owner Agent I hereby certify that all of the details and information I have submitted(or ent a e application are true and accurate to the best of my knowledge and that all plumbing work and installations pe nde a Issued for this application will.be in compliance with all pertinent provisions of the Massachusetts State n e and C ap-ter 142 of the General Laws. By: igna re o rcense um er y e 9f�Plyanbi License Title /� b City/Town ice se 1,4771577 Master { Journeyman ❑ APPROVED(OFFICE USE ONLY —L_i I I r Location ��7 3� ��C9id P'S7e� COCA N CA No. Date Na"T►► TOWN OF NORTH ANDOVER F 9 • ; ; Certificate of Occupancy $ Building/Frame Permit Fee $ L5" AC MUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 Sp Check # A 17480 �C,✓. N Building Inspector 1 ?M;7i-4 nCQ • 1 7 OM M6C>r W T nNT 69.6CCnr T GTL:C 7521 P p III '2 12 47" 84.53'51 W y� ; CIRCLE R-125.00' s _._ 4 Q 25.8' �- 27,1' 27,2' LOT 3 27.8' 17861 S.F. L=37.53' A=71'40'47" 0.41 Ac. EXISTING FOUNDATION EL. = 161.18' i 33.8' L=35.57' A=31358'00 E'=GOO 34,5' 34.3' 7; I 'AAA � i� 4 ��� � �� M _ /7r STEPi-1[—iV 1 MF.L�:'S('UC y I i rC3 NO. 904.9 A c. �1 WE HEREBY CERTIFY THAT WE HAVE EXAMINED 1 THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PI.-AN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORM"; FUP.POS�S ONI.Y. IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REOUIRED SETBACKS Or FROM EXISTING PLANS AND RECORDS THE MUNtCIPALITY-WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H,U.D. FLOOD INSURANCE RATE MAP, qY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C HOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 . THE STRUCTURE IS NOT LOCATED i IINC DETERMINATION. IN AN ESTABLISHED 100 YR.FI.00D HAZARD ZONE. :,. :,:,,,,..........:.....-.. .,.,.,:.,,.,.,,.n.,,M,,,.,,,.w,......,.m,��,,RSR,,,.�,„a.,...,mnM..,...�.�..�....,,,,,,.,��,..,m.,�„•<,�,.�,,,„ntt.,n.,,..,,.,,,.,...,,.,,,,,„,,,.,..:,,.,.,.:,.;:.-:...,, ,.,.,,_,., CERTIFIED FOUNDATION PLAN )T 38 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,LY, NIORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTgNTS PREPARED FOR 62 MONTVALE AVE. SUITE I ILTE HOMES OF NEW ENGLAND, LLC STONEHAM, MA. 02180 115 FLANDERS ROAD (781) 438.6121 S-- DRO, MASSACHUSETTS 0151 SCALE: 1”=20' DATE; 7/15/0a- • SPECIFICATIONS PRODUCT ACTION REQUEST' - P .A.R. CODES DRAWING INDEX E � o AICPION REQUESTED: RESPONSE: F Cq GENERAL REWIREMENTS DESIGN CODES •: 1. work performed shall comply with the following: 1.00 SPECIFICATIONS, SCHEDULES, & INDEX A. These general notes unless otherwise rioted on plans or product H specifications. h ^1� p� BASED ON C.A.B.O. ONE & TWO FAMILY DWELLING CODE 1995 EDITION 2,00 FOUNDATION PLAN E"' B. al applicable local and stale codes,ordinances and regulations. \ 0,to`� F��1/• d� L_O`�' O 2.01 OPTIONAL FINISHED BASEMENT Z C. In areas where Ue drawings do net address methodology, BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION the contractor shall be bound to perform in wh;6 compliance with 3.00 FOUNDATION DETAILS - manufacturer's spedficaliore and/ar recommendations. 4.00 FIRST FLOOR PLAN 2. The general notes and typical details apply Uroughout the �'^ < a job amass otherwise noted or shown. Gar, C /� /-�,,. L, 4.01 SECOND FLOOR PLANS p 3. Discrepancies: The contractor shall compete and coordinate - r v �"'(�l ` F all drawings;when in the opinion N the cadrada,a discrepancy ' 5.00 ELEVATION.#1 W/ SWING / BRICK VENEER ''ydcl t exists he shed anomaly repel tt to the Architect for proper ad;asham` - BUILDING CODE ANALYSIS 5.01 ELEVATION #2 W/ SIDING /BRICK VENEER W w betas proceeding with he work. L 01 4. Omissions: H the eve t certain features d the construction C-` re net 6,1y Shown on me drawings,lhcir aau{ruction shall be of USE��p, R.4 5.02 ELEVATION #3 W/ SIDING / BRICK VENEER }he some character w for similor conditions that ore shown or noted. 5. al Work is to be performed in a professional manner and G GONSTRUGTION GLA55r UNPROTECTED 6.00 REAR ELEVATIONS F•-� in accordance with standard practice and carsistent with manumctarers 44477T' ' ��J...JJJ HEIONT&AREA LIVAITATIONr 1 STORY NA%IMUM HOT 35 FEET 6.01 LEFT SiDE AND RIGHT SIDE ELEVATIONS and supplier's recommended installation procedures. • 6. Dimensions skit be read or calculated and never scaled. EMER6ENOY ESCAPE' EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOKS al dimensuns are to me rough umeas noted amer.i- All dro.ings SHALL HAVE A MINIMUM OF OF S.i 50.FT. 7.00 BUDDING SECTIONS & STAIR SECTIONS arc ale 1•=.d'`0•(1/4'=1'-0•)unless noted oma.isa, BARAGE/NOOSE CeILINB/'MALL ASMOLY,1/2e GYPSUM BOARD OR 518"6YF'SUM E30AM IF REOUIREO-WALL 7.1Q, KIT. & BATH ELEV. CONCRFIF/FOUNDATION-- G CEILING W/20 MIN.GARAGE/H0U5E DOOR. a �-e �� 8.00 FIRST FLOOR FRAMING PLANS 1po Concrete INTERIOR STAIR PROTECTION- II(LAYER OF I/2"GYFSUM BOARD TO ALL SURFACES IN ACCESSIBLE AREAS 1. The concrete properties shall be as follows: S v� � .C 8.01 FIRST FLOOR FRAMING PLANS Nin.Carp otrenyU I6n,aggregate J DESS LOAVSr LIVE LOAD FLOOR5� 40 P5F err at ze days(Psll Size um LIVE LOAD ROOF:35 PW IMIN.TOP CORP) _ 8.02 FIRST FLOOR FRAMING PLANS Footings 3000 1 /2-i 4" 1' OEAO LOAD FLOOR AREA 12 PSF 8,03 SECOND FLOOR FRAMING PLANS Sob an 3000(" 1/2-1 4• ♦/-1 2n �• (,S,r) S DEAD LOAD ROOF,IT P5F(TRUSSES) grade 35W(TXT)C/R/.GE 1r'l 8.04 SECOND FLOOR FRAMING PLANS Wells 3000 1/2-I 4 I-31 1/27 TA LOA• PSP Z 8.05 SECOND FLOOR FRAMING PLANS 2 Corxmte wok shall conform to all requirements of Aq-318-89 ) C STAIR LOADS=40 PSP and ACI 301-72,specifications for structural concrete for buildings. .-�`� 7 5NOW LOAD=30 P5F -- w 3. al reinforcement,anchanbolls,pipe sleeves and other inserts 9.00 ROOF FRAMING PLANS rT s,011 be Positively secured in place before concrete is placed. 1--�1 4, Provide 95%back"ompaation at 6•lsy.rs at all sob' � , Z- /�'�,�rY 10.00 TYPICAL WALL SECTIONS 1� and Inklings.Reference a fount ti be of approved ome reemen ,/n 1 'f ' ATTIC VEWTM"ATIOWs 1564 5F./300=5.21 5F.REpUIREO 11.00 STANDARD INTERIORAMRIOR DETAILS' I� 5. Reference foundation notes for at slab ll joiremenl5. l O 6. Tool edge of control jamb and et slob to wall joints. RIDGE VENT=64 LF.%.085 FREE AREA/LF=5.44 S.F. 11.01 STANDARD DETAILS 7. AA exterior sob-an-grade concrete shall contain net loss than 5E SOFFIT VENT 135 LF.%.045 FREE AREA/LF=6.08 5.f. or more than 7%air entrainmant - TOTAL-11.52 5.F, 11.02 STANDARD DETAILS E•I Foundation 11.03 STANDARD DETAILS 1. Footing depths are a=eon on u me sections12'it amass otherwise MINMUIM R-VALUE5 OF OPENINGS+ 6LAZIN6: R Value=205 elect,footings shall bear a minimum of 12•into algi=d ' 12.00 STANDARD FIREPLACE DETAILS undisturbed sod and a minimum of 24•below finisf M grade 1� au um R Vele<130 36•-Frederick Co.NO.&Horsham Township,PA;City of Frederick,IID and NJ; // D00R5: Eno-q R Value=14.91 13.00 MECHANICAL PLANS G-.1 42•-Rhode Bland:48•-Nass.). Where required,step roofings to mbe of v WD R Veluw=159 2 horizontal to 1 vertical. g 3 / 5KYLIGHT5� RVekws=3.57 13.01 MECHANICAL PLANS 2. wa a ashall be develop egaidr changes o excavations,n 13.02 MECHANICAL PLANS such changes shall be mode as directed by the Geotechnical Engineer. 3. 561 investigation and report: All earth work.compaction VOLUME C&CILATIO115r BASEMENT SLAB AREA%WALL HT. 8153 c.f. 14.00 ELECTRICAL PLANS and supervision shall be done per recommendations of soil FIRST FLOOR FIRST FLOOR AREA%WALL W. 10603cF. in-i1gaton report. Concrete slab and tooting calculators are based f ,�-� 14.01 ELECTRICAL PLANS l SECOND FLOOR 2nd FLOOR AREA X WALL HT. 10077 c.F. on a 2500 Pd. If the site lest uml Tr indicate lesser bolomse,a - �) W GARAGE F'ARAGE%Io' 3980 c.f. 1,4.02 ELECTRICAL PLANS atiy achfed sa Uat necessary structural madif a(ioro on be rode. If ROOF ROOF 8024 c.F. CARPENTRY S J'V� TOTAL 40e37 as. 15.01 OPT. MORNING ROOM 1. Al joists,rafters,and headers shall be,unless otherwise nated,Han-Fir 12 :m awa the following minimum atbde shesses 16.00 N/A... and modulus ar aa'ticAy: '/"� �• . V 17.00 DECK FRAMING A Eelrwa Iter'tie": Ih=&SD P9(Repel member) / C) R. Hompresl shear: Pom70 PSI / ABBREVIATIONS C. Compression pericity: Kar to grains Fc=405 P51 D. Nodulus of elasticity: E-,,300,sub P51 �/'w 2. Hem-tin may De subslluted,substituted species shall meet / q/yk��_/1 AH. ANCHOR BOLI GA GAUGE REF. REFER TO REFERENCE or exceed requhemento noted above. I AFF. ABOVE FINISH FLOOR DAILY. 6ALVANIZFD REIRF. REW0RLI!i5,ReUJFCRCED F� ADJ. ADJACENT/ADJUSTABLE S.C. GENERAL CONTRACTOR REDO REQUIRED SPF stud grade properties (2 x 4 or 2 x 6) AFT, ABOVE FIN15H MAD SEN. Oe NERAL RMS ROOM5 Fb=676 Psi ALUM. ALUMINUM GYP. GYPSUM RW RANGE Fe=70 Psi A11CH AW- O.L. SLUE LAM RD. ROUGH OFENIN6 Fell=425 4 AW6LE R. RISER Fc=675 Dp'I ARCH. ARCHITECTURAL ~ E = 1.200,000 PN 1 AT W.W. HARDWOOD RW ROUND ND.W'0. HARHi DWOOD g WOOD ENGINEERED fRANED SYSTENS W. 0 .C. 5AWCUT 0ARD HOR2. HLR OMTALWRIZONTILLT G5CH% 56WAAIIC Trims diagrams shay design intent only. Truss manufacturer to BLDG. IS Hq HOUR 5HLF SHELF Yq verify a8 spmss,dimensions,Pitches,etc.and submit shop BM BE HJR WADER SPT. SHEE'kiT drawing' prior to fabrication. BTM BOTTOM Flo HOSE BB 5W. SMEAR �, Fkor Tms'es BLKG. BLOCK NG SS. STAINLESS STEEL OR BEARWG ID INSIDE DIAMETf.R 5TL STEEL Pi 1. Floor trusses:pre-engineered trusses. Floor truss BRK BRICK INGR. IN OPDUW m STRICT. 5TRUC7URAL manufacturer to soppy shop drawings and erection drawings.Shop drawing9 BSNT BASEMENT 1N5JL. IN5JLATION 5U5P So 1151ON must be coaled by a Professional'miner registered in Nle INT. IN 5GD 5L OING OLA55 DOOR govemag jurisdiction. CJ. CONTROL JOINT la INSIDE CORNER 5o, SQUARE ° REVISION TRACKING CMU. CONCRETE MA5011RY UNIT JT. JOINT TB TOWEL am 'Y i 2. Floor imsses shall be designed to limitdelleclion to L/480 FL CENTER LINE for Ne land and for o dead bad of 40 PSF ill PSC. Roomconsis6rg COL. COLUMNNGU TSG 70E AND GROVE of different lengths the deflection of the sanest'pan Sha11 g- LONC. CONCRETE KSI KIPS PER SQUARE WA TGS TOP OF GRADE 5LA0 112 DATE blIm NO DATE HOTE$ BB�� the shortest span shall govem. LOW. CONDITION TFW TOP OF FOUNDATION WALL I-Joist CONT. CONTINUOUS LT.Wi. LIGHTWE I6Ni TYP TTP CAL LON5T. CONSTRUCTION LT. L16Hi T TREAD oist.Pre-efgineerM joists. -jest rtmufoc4urer to supply CTSK. COUNTERSSK LYR. LOUVER engineering calculations sealed by o professional engineer registered L.O. LASED OPENIW L.T. TR TOWEL ROD in the goveming jurisdiction.Cornections and retails 9hdl be as shown CANT. CANTILEVER LAUNDRY Tib 7RPL TRIPLE ' on plane. C.T. CERAMIC TILE MAS, MASONRY U.N.O. UNLE55 NOTED OTHERWISE 3` „ m 2. Floor 1-jest shall be designed to limit deflection to L/480 CI.6. CEILN6 MAT. MATERIAL • N far live load and fa a dead head of 40 PST 412 PSF. Rooms consisting CM GROWN MOULD W. MAXIMUM VERT. VERTICAL F� LA CHAIR RAIL V.If VERIFY IN FIELD - N of different lengths m<deflection of Lha'horst span stall govem NDo MEDIUM DENSITY OVERLAY W WASHER the shollesl span shelf govem. O DRIER M IA MECHANICAL V( WITH ce M.O. MASONRY OPENING Raaf trusses d PENIN WD. WITH 1. Roof Tosses: Eke-Engineered trusses. Roof tmss manufacturer to supply OBC. DOUBLE NTL. METAL W.W.F. WELDED WIRE FABRIC JI shop drawings and erection drawings soled by a professional engineer registered DIA DIAMETER WO OR W/0 WALKOUT » rn in the g-ming jurisdiction.Connections and details shot be as show OON �IN N.I.C. NOT IN CONTRACT WPDOW on plers. DR. pOpq (Ni5) NOT TO SCALE a OPER OPERATOR 1 N. OOAwkEPOU R OPN6. OPENINGER GR055 F/N/. O N. DETAIL 0 OIL, OPTIONAL 50UAREFODTAGES 50UAREF00TAGE5 ecu EACH 05H. CREATED 5TRAWO BOARD DRAWN BY: EXPA1410M JOINT I/R ONE ROD FLRSTFL[4Cf? //6es F/RSTFLOQ4 //66 v�5 ELEc. ELECTRICAL Us aES SHELF �LOWFL OOR /145 55461OFLOOR /245 Ea. ELEVATION "TOTAL P// ,SU4TOTAL j4// DALE:IO/09/00 EQUIP EOUAMENi PL PAGARAGE 390 �T F/N B$MT qEy EXT• E%PAN5ION �D' PARTTICL E 00ARD REG ROOM 540 E%T. EXTERIOR PL. PLATE EACH EN7 PNL. PANEL TOTAL / STOGY /B7 EE. PWD PLYWOOD BATA 43. '/C FLOOR COVERIN6 CHANGE FF. PREP RICATEO JOB NUNBEA PR. PAIR F FLOOR . PROJECT/ o 512 61 FON. FOUWATIOdM S Ria FSI PRONES PER SO..IN.OL TOTAL 3579 FIR. FLOOR P5F POU05 PER 501'7. FP FIREPLACE Pi. PRESSURE TREATED 0, MORN/MS RM 249 FR. FIRE RAT Al2B11B w FRIMFRAMEFOOT QUAD. QUADRUPLE F7. /FEET BER M fiG FOOT" SHEET NUN t 1.00 SP-CABO.DWG rev 05/05/9 0/30/94 ABBREV © COPYRIGHT 2000 Pulte Home Corporation OF 60'6" O O 29.6u 20'-0° 15'-0' 2'"6" 21-6" 9"0' 2'-6" 24' ALL LASED OPFNIN65 SHALL ~y HAVE SAME CASING HTS A5 OPEN'G W/DOORS _ 6'-°° 0''0" 5'-0' 10'-0" ALL WALLS SHALL BE 2 X 4 UNI-1555 NOTED OTHERWISE � W CQ Q ALL lat PLR.WIWOW 09R5 @ 07 510"A.F.F.U.N.O. W (21 J•(215 P EE. Q W (21 J• 15 EEI W/(2)J 1115 @ E SET ALL BSMi.WINDOWS HORS P 02 510'AFS.U.N.O. �L 60 2x6 8 16"O.C. .00 3036 SH - 3030 SH 3.00On t4 'OPT.6 ATRIU F. r 210 DH=J r L210 REFERENCE CORNICE DETAILS FOR 2rx1 FLP,WINDOW a r-- HEADER HEHGHT5 E @ 13/4"X 112"LVL W/ G .. I THIN SET ALL CERTILE OVER 5/8'UNYIERLAYMENT W M j ELK, •EXTEND - E - L - 3026 J+(2 5 P E E Al. (I I - - ALL WINDOWS SHALL BE RIMMED PER SPECIE.LEVEL U iezeo vH TV N D 0.0 = r, R- - `:; i , Ch 1 I SET ALL TUBS ON 90 FELT _ ,y I- - J I 9/LITE I I PROVIDE MIWMUM OF 4"RETURNS P ALL OPENIN65 a w ALL ANGLED WALLS @ 45 DEGREES U.NO. ~1! ', r - - - - - - - - - - " I ENTRANCE OOOR56 WINDOWS W/I%TRIM @BRICK 'C 'z C J v I CONDITDNS SHALL HAVE EXTEND JAMBS. EO.1 ALL BRICK SURROUNDS SHALL PROJECT I" d _ 10.0 P 16'Dc. 10.0 PROVNE BRICK MOU D ON A L WINDOWS @ FRONT ELEV. O 0 -- - - - - - - - - - - &SIDE ENNT RE 5/4 X ITS(511PINRO(W DTUCCO,OR ICK) � -4 C\2 a FIWOTE PARTIAL FOUNDATION PLAN - DAYLIGHT 135M7 GOND. E� PARTIAL FOUNDATION PLAN - DAYLIGHT 135MT GOND. W/ �✓ `� SCALE.H/4":0-0" OPT. REAR MASONRY F.P. @ FA ILY RM H�'! NOTE:REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN 1 SCALE X1/1' ILO' NOTE:REFERENCE BASE PIAN FOR INFORMATION DDT SHOWN 9 IS'•0" 20'"0u H Ou 2'_di 2`01 51". 21_6u 21-6u 0,11 Ste, 13 2X10 W/ WJ 121 J+(215ILI EE. (3I2%10 / (3)2 X 0 6068 SGD O W/(21 J+ 15 E W 121 (1151 OPT.6'ATRIUR. 2x6 @ 16"O.C. 3.00 - 3050 5' 3.00 L PER GRACE L YP. 2052 YP. 2 3/4 X /z"LVL W/ (2 a I a E w�(2)a•(2 see.E. (H) EE 3050 5H Twl 4 3 3.00 mN a7. m 3.00 z6n wi TWl to off r - - - - J. . I ----ITF E-y r M # - -- -� - --- -� t --- -- _ - - - - - - y. :.J - - •- I 2x6 a I6"o.c. G - - - - .. ) PFTR .IN5UL.-RETURN H }. I0.O -: k. 10.0 O.O 0-OMIN ALONG SIDES {; PARTIAL FOUNDATION PLAN - WALKOUT GOND. PARTIAL FOUNDATION PLAN - WALKOUT GOND. W/ SCALE 4/4"=1'-0" OPT. REAR MA50NRY F.P. @ FA ILY RM _ "-'I NOTE:REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN SCALE 4/4°,I'-0" NOTE REFERENCE BA5E PLAN FOR INFORMATION NOT SHOWN 604' _ 7 0'_6r SiD.LOCATION OF OPT.PRECAST BULKHEAD W/ NOTE 0". 40 HTO.IN FOUWATION WALL Q w REFERENCE THE FOLLOWING SHEETS A Ap REF.DTC.A"3.00 NOR ADDITIONAL INFORMATION 11 7.00OV (- - - 15.01 FOR OPT.REAR MORNING RM r laii BLK.OUT+E ENDSERVICE DO FNITBSMT.WLOROPTNER F..7.00 I 2"0� g m;3 I L $ I _ II t IION OF 65(x03 LOW LJ P =__:.�_ TATPRECAST BULKHEAD WI I Ys �I d� LL. ��i �r I OPT.PLUMBING Fr 40'M.O.IN FOUNDATION WA LL v' �k'P p.2u ROUGH-IN W/OPT.REAR MASONRT F.P. p LONDREF.OTL.A-3.00 .. iF.S. I ♦♦ 10''6° 3'-I°t = ozsi� m I I I I I p T.D. 3'3" 5" IB'-7° BEAM POCKET I P R N PLAN s 7F.5. IO.O I REF.K3.00 I 3"0RTLAND COL. A I I zqn 3o x12V coNc. G. BASEMENT _ I I 30'x12"BSMT.WINOOW r0 _ SET FLUSH W'T.O. �Fx rn o GARAGE 19.OK LINOF CHASE ABOVE 10 23.OK FOUND.WALL ITYP. I � I Ia 0 0 0 pi I UNEXCAVATED a 101 131 13/ %II 1/"LVL(gONT,2BEMA POCKET �I I 12) 13/4'%II I/8'LVL NT.2-9PAN5) .pK T REF.K/3.00 I _�3 Lo13zN 1.OK I 9`0 L J 0'10 i_....."_______ 9'- u L 9,4 0 1 m F I !'1 PORTLAND COL. -J- 4'1 PORTLAND COL. SLOPE 6 g _ ON A!y 42'x1 0 CIXJC. ON A 40'x48"x I D CONC, y 3.00 I I I FTG.W3'4 1 12�'OL.E.W. ® -3� PR VIDE 1/2'GYP. FTC W/'1 P 12�OL.E.W. I I PRT.FDN PLAN I I 1' " o o BD ro UNDERSIDE I I W OPT.MASONRY ( I T.o.w 5 _ 'c+ OF 57AIRS AND WALLS W/ b MECH F1 15HEO 55MT COND. I I o F.P. E FAMILY - - - - - - - - - I i2i - - Lam= O.O SCALE-14.I�0 o DRAWN BY: 0 4i VADS 3.00 9 TEs. 3.00 n-T - 4N a OAIE:DroroD 7.00 I �'� 3/r6uII1. REFERENCE PRODUCTPRT. PLAN - - - - - = SIZE AND LOCATION W OPPECK T. 51DELOAD GARAGE I I- - I e SPEC WL SPEC FOR DECK _ -�- SCNt:14 1I- L Z FROM ANY CANTILEVER FLOOR FLOOOR - L - - - W/5101NG /0RK- - SYSTEM. r 8 Z BILL JOB NUMBER H T'0' 16-6 2'0 A `OR STUCCO 3.PROVIDEDRAIN OF FOUNDATION TILE T S' a 5126 1 7.00 A5 RED D AT APPROVED 20'6" $'o' 0.0 3.00 35'-0" OF REPORT. 50" 4.PLUMB TFORO VERIFY ORTUBA/P.1 01261FDN SHM d"AT" TER LOCATIONS 5 FOR ANY \ SHEET NUMM T - INGROUNO COW__ VARIATIONS. P T.FDN PLAN SCALE:1/4"=H'-o" OPT"MUD ROOM o 2.00 NOTE REFERENCE FRONT ELEVATION5 FOR WINDOW AND DOOR 5IZE5 AND LOCATIONS. SCALE: 4=1 0 COPYRIGHT 2000 Pulte Home Corporation � U 00 w CO 07 E—y " 0 E. c', En ` E�`FlI.lIOD� E— d ALL CA5E0 OPENIN655 SHALL HAVE 5AME 6A51NG HT5 A5 OPEN'G W/DOORS I V ALL WALL5 5HALL BE 2 X 4 LINLE55 NOTED OTHER11I5E 15.p rCl ALL Ist FLR.WINDOW HOR5 B BY 5/811 AFF.U.N.O. Aa" 5ET ALL 55MT.WINDOWS HOR5 0 82 5/8"APS.U.N.O. REFERENCE CORNICE DETAIL5 FOR 21.d FLR.WINDOW z 'J HEADER HEIGHTS (2 10 W 1/2"PLYWD. a - O THIN SET ALL CER.TILE OVER 5/8'UWFRLAYW-47 204 W��1)J.(I S 0 E£. ALL WINDOWS SHALL BE TRIMMED PER 5PE6IF.LEVEL iM TWIN W/OPT. - �£ w 6 5E7 ALL TUBS ON 90°FELT 12 TRAN50 ABV. 286r �S 2B62 DH W W PROVIDE MINUMUM OF 4"RETURNS 0 ALL OPENIN55 ALL AWAEO WALLS 6 45 DEGREES U.N.O. c, (()) pp N 3868-4l- PROVIDE ^`^!'f a ENTRANCE D00R5&WINDOWS W/I X TRIM 0 BRICK O X IZI J x(17 5 0 P. " ' 1212 x Ip 0 �IIJ 12151 E.E. 11IJ"(H5"tE.E r^� O Q' CONDITIONS SHALL HAVE EXTEND JAM05. / 36 0 - F�+-1 W ALL BRICK SURROUNDS 5HALL PROJECT I" I NK FIRE ACE OR OPT. 36"MA NRY F.P. PROVIDE BRICK MOULD ON ALL WINDOWS 0 FRONT ELEV. F 5 .I lIo B 510E ENTRY ENO UNITS(51OING.STUCCO.OR BRICK) P LAN P T. PLAN EXCEPT WHERE 514 x SURROUND 0)IDENTIFIED. NOTE+PROVIDE �](y fINNOIE GUARDRAIL IF GRADE IS GREATER THAN 3011.PROVIDE SU4E I,=I-0 SCALE 4-11 5TEP5 TO GRADE IF LE55 NOTE 9 THAN 30'W/W T OE(_K. 00 NOT SUPPORT WOW DECK NOTE FROM A Y CANTILEVER FLOOR SREEEFLERENC7E11ppFR000LT 60'"6" SIZE IANDAIACANDTION�DECK 25'-611 201-0" 51.09 REFERENCE SHY 15.OI FOR w ADO ITIONAL INFORMATION 711-10113'-" 6'-T° y'.3n 4'-2" T-6' T'"6° FOR OPT.REAR MORNING RM A1,3�11a18�52 D.H..C i.212 x ID W/ 7.00 Vl+w+w+ 11)J•I3150 EE. E--/ W) 10 lit,PLYWI 12)J.2)50 E.E. t * 6068 sm 204 196 TWIN W/OPf. V� OPT. NM DOOR - 3`6" rnON0EN51NG ) �IW 12TRAW50M ABV. W/ .12"TRAN50M ABV.8 II) xEE. x13/4 X'9 I/2LVLW/ 7.00IB 13);L 1215 0 E.E. 2�0" I J°1 1 5 0 EE. I' •I ip3 w 2,-4 W/ SINK 0W 'P $ __ OPT.MAS FP. 10 C _ — DPT.2/6 K ITGHEN a oLL 119 L�;ESERV.OR. _ L NOOK 6011 K 36°ISLAND FAMILY a� GARAGE _m w u xme 3"f' _ em xo PROVIDE AT CEILING&WALLS _ - ILAYER OF 5/8°TYPE"x GYP.5 0. MA55.CODE 1/4 GARAGE CCG.HT I I' o y�2/B In - X216 }IEGGi}1T11$ w 2860 L0 -L P I2+Zxi'W 20 MIN. lip 2%IOW/ ,}0 7 I J t 11 W/E (4116°SNLV786,)8 -_ 2 2 x 10 (3)1 3/4"X 16"LVL -- -- s ".','=q'.g:QR:Pi::.. 2 PNC - :..::. a. s J s(II } ?:[.`: �5LOPE_6° _ _ d fi 201 M1 i)S'.::a•:` a - :::_'.9 c - w c ///? _ w 2/B `a,O .;,�.;;,-..:.....,. AR MNG WALL II BEARING WALL ��I �,d, 2i'1• 3i'2n I/2' o Y_,a 0 5 MU 16"SHELF c :. -7-672-W- OIL LO D. o `T' �_, 9 RV.OR 7� 0 631 AFF. .F:::(O 31;: _ LINE OF STAIRS ITE _ - 5 OPT.CAB. 1:;C � .... DINI G ABOVE m m 34"WEN RAIL LIVING REF.ELEV. _ EF.ELEV. - - Iq FOYER 2-STORY F 5R5 PO H 000 m av' x _ 1 0 IIP $1Ca PtA.IM.lst�. x� PRT.PLAN _ - m e W OPT, 51DELOAD GARAGE 'A LL i "o I I 3/11 Fz 2 X 6 64(�LLOON n I h S5CCApLLEE 1 _ ,0 4� 8'50.COL.ON A _ I Ig MG 0 16 O.L. NOTE R F.BASE PLAN 6 ELEVATION5 FOR INFORMATION NOT SHOWN a 10"50.BASE -I PNL I PNC ' I PNL I PNL y+11 �151 ELEV EF.ELEV, EF.ELEV. EF.ELEV. �1,ELEV. " $ m��a i A 42 el 7.00 P ROPT,MU12 RM.T. PLAN Z'-3" B'B° r-,' P T.PLAN S �RI SCALE:1,-I-0 REF. qEF. REF. REF. W OP1.SIDE BAY B L.R, NOTE:LAUNDRY MOVES TO BSMT: REF.F1 FV SCALE:I,:1- 20'-6° -j 61 FIRST FLOOR PLAN 55�.>y. •. ` � V_ 1 m SCALE 1/41:0.011 DRAWN BY; NOTE REFERENCE FRONT ELEVATIONS FOR STOOPS,PORLHES,WINDdW AND DOOR SIZES AND LOCATIONS. NOTE THI5 PLAN 15 FOR 911 TREAD W/8 1/4°MAX.R15E. o DATE on oD REV JOB NUMBER - 51261 �_' C1261FP1 SHEET NUMBER • _ 4.00 © COPYRIGHT 2000 Pulte Home Corporation OF w U 00 4--i m" co � 0 F � ALL C��NING5 5HALL 4•i ` HAVE 5AME CASING HTS A5 OFEN�G W/OOOR5 � ��ii-I ALL WALL5 SHALL BE 2 X 4 UNLE55 NOTED OTHERWISE FxT Fr ALL let FLR.WINDOW HORS P 87 5/8°AFF.U.N.O. SET ALL 05MT.NINDOW5 W85 P 82 5/8°Af.S.U.N.O. ^^I r7 REFERENCE CORNICE OE7AIL5 FOR 2nd FIR.WINDOWF� ° HEADER)EIGHTS 15'-0° THIN 5ET ALL CER.TILE OVER 5/8"UNOERLAYMENT b `Z. ALL WINOOW5 5HALL BE TRIMMED PER 5PECIF.LEVEL 6'-0' `. 0 5ET ALL TUB5 ON 90'FELT PROVIDE MINUMUM OF 4"RETURN5 P ALL OPENINGS - W W ALL ANGLED WALL5 A 45 OEOREE5 UKO. 2L 6° ENTRANCE DOORS 6 WINDOWS W/I X TRIM P BRICK Z85 OH=c 285 DH ] C CONDITIONS 5HALL HAVE EXTEND JAM55. 305 5H N 305 5H N ALL BRICK 5URROUND554ALL PROJECT I° o r^�— CO PROVIDE BRICK MOULD ON ALL WINDOW5 P FROM.ELEV. 2 2 W( (2 %10 W/ -r ►�7 FSI d 511E 611RY END 11NIT5(SIOIN6,STUCCO.OR BRICK) II •II 5 P E.E. -, EXCEPT WHERE 5/4 X SURROUND ID IDENTIFIED. FIN4NOTE PART. 2nd FLR PLAN W/ OPT. _ REAR F.P.614IMNF-Y E LIVING RM— SCALE 1/4'•I-0 6OL611 154° - N OTE; EF - w �.O° 9'-2° 10'-6' RERENCE THE FOLLOWING 5HEET5 FOR ADDITIONAL INFORMATION ON PTI PLAN OONS ON15.01 FOR OPT,REAR MORNWG RM T LONi.2IZ X 10 O AO 13 2 W/I I)J•�3)5 I Ef. EL -- 12 II J•)215 P EE. 2Q46 WIN ON L W/SAFTEY 6L. I.0 I� 7.00 TUB ' l o '� ON A 78 X 42' ,r _ a ----- ------------- W.I.G. < 5HOWER PLATFORM i i- 2'-0" - MASTER 5UITE LINE OF ROOF BELOW -Y1 — - �,11iXA4! 6LA55 PNL ON DECK TUB ORE551NO ;1 F L Inb P+ m ?4 1 24 X 36' I �� I I '-8 3/8°WALL HGT. _ ACCE55 PNL �4)I8%LVS _, =z ------ -------------"--- GL05ET Y J . ® 2/6------------- - era _z w Tf LINE OF 8'-d'CEILING 1/6 PR IR/IS NGT./SLOPED CEILING O 201- 5'-11° 6'.Ou 7'-2° 5'-10° 2k 81"6 u a UR 2/8 ON BEARIN6 WALL%+ 1 I/! KNEEWDLL P 37"AFF. �/t �/ ;fl .10 - _ 2R 2 2 X 10 t� REF.E/I 1.01 �'r �-�. �h I J•III 5 P Ef. OF'7.OPEN RAIL !-4 INE OF 8'-0"CEILING IRhS _ )212 X 10k�j = HOT/SLOPED CEILIN6 /0 _ J.III - 2/B ON PEE. ------ -------------- --- W.1.G. - 2/0 PR 15R /8 IR/I5 5'-8 3/8'WALL HGT. < 24'X ACCESS PNL R IR/I5 34 OPEN RAIL 2/4 2/ - � if a 3'-9' 121 2'-10' 3 21,11• 31-611 9L6° 8'-6" _ 19 m LINE OF ROOF BELOW 5'-I I °W( 3'-6° 3'-4 /°W' - pp qq ------ OIL OND. "ILC D. OIL AO. s L-- ---------- ---------4 --- FOYER >� - BR ,4 _ � q� _ = BR +2 "PENT" w T o c BELOW m 7.00 0 3 < F.ELEV. EF.ELEV. EF.ELEV. EF ELEV. EF.'LE" V - 20'-21i 2'-5' 9'.8n Ili.an i 254" 351-0° 0 � 60'-6' �y 5EG0ND FLOOR PLAN 12'2x6 5-ce DRAWN BY: 5CALE )/4": VAD9 < NOTE REFERENCE FRONT ELEVATION5 FOR WINDOW AND DOOR 51ZE5 AMC LOCATIONS. o NOTE THI5 PLAN 15 FOR 9"TREAD N/8 1/4"MAX.R15E. a DAM IDA/00 S' - FdV No. OAiE If I .108 MIMSBR 51261 $_ C1261FP2 SHEET NUMBER 4.01 © COPYRIGHT 2000 Pulte Home Corporation OF _ CONr.RIDGE VENT W/FALSE VENT LAST O 12°FROM EACH ENO � CO ----- SHINGLES-REFS PRODUCT SPEC. Uj al E"'-1 N LINE OF OPT. U WH.4 CONT.RIDGE VENT BOXED OUT I t7 CONT.RIDGE VENT GABLE RAKE FALSE VENT LAST W/FALSE VENT LAST E 12'FROM EACH END _ - 12 12'FROM EACH END LOO H� 12 12 b 7-: -FYPON'850 CAPITAL O 100 �IO W/4"5URROUND E" I UM61.LT SPELL E 5HINGLE5-REF E B I E— W GTy '_� LOO PRODUCT SPEC. LOO LOO 1 LIRE OF CHIMNEY ' '" c) LINE OF II C - P OFT.MASONRY F.P. BOXED COPT. I2 LINE OF OPT. 12 IZ 00(7.1 BOXED OUT D GABLE RAKE GABLE RAKE----.•: IO �m ® � 4'TRIM 16°%24" Ib"X 24" ® ® 6"TRIM W/ t FYPON W6pRTB LOUVER FYPR'660RTB LOUVER v W/FYPON'850 CAPITAL B W/FYPON'850 CAPITAL 5°TRIM RETURN IMS 3 1.00 TP. TP. L 4"51LL(TYP.) DOWNSPOUT W/ 1.00 0041,151,01.11 W/ 5101NG SPLASH BLOCK SPLASH BLOCK t. REF.PRODUCT SPEW REF.PRODUCT SPEC. TP REF.PROOULT SPEC. FTPON'850 CAPITAL(TYP.) 6 — FYPR'850 CAPITAL IttPJ -- LAPrrAL(TYP.I = ^W^ 6"TRIM W/ ( 7 _ b°TRIM W/ 1 - 4"TRIM 5"TRIM RETURN TYP.) �' S°TRIM RETURN TYP.) F� r� " ° e , E- RIDING OPT.LIGHT F F II II I I DOWNSPOUT W/ O o REF.PRODUCT SPEC a"TRIM W/ SPLASH BLOCK y, �4"TRIM O TRIM RETURN(TYP.) REF.PRODUCT SPEC. let SIDMIG (� ¢ O 4"SILL(TYP.) RET-.PRODUCT SPEC (� - 4111 SILL ITYP.I T.F.W. E F FII Q, P 9.00 r 00 OPT.L.1__1 3 00 FLUTED'PIiB�7ER m OPT. 51DELOAD 6ARA6E GOND. OPT. MUD ROOM FRONT ELEVATION 2 W/ 5119IN6 CAPITAL ABOVE e_„( SCALE I/4°=0-0" ELEV. (,OND. 5CALE-1/4'=1'-0" 2X6OAL600N _ 0�3 5LALE d/4"-0.0" ow (212)2XIOW/W/ (21 I X 10 W/ REF.5HT.4.00 FOR PARTIAL PLAN "o o R gfj t'. o� o� (1)J+II)SIE.E. (1)J 411151 EE. �< 1212X10 W/ 12)1X10 W/ 3450 FIXED W/ 11%IOW/ (2)I XIO W/ 4 $¢v ....................................... ;q". �m IIIJ+(IISIEE. IIID+(1158 Ef. 11550 FIXE051pE CITES 111J4 ..................................... 30g2 FIIXED W! L 1115 _ --_---- 1051 FI%ED SIDE LI7E5 1.01 CCG.TRIM PER .__..._ ----, I '- ._._�_________________.._______._.__._... •` 2052 OR 2852 DH 1081 GN "1051 DH BRIO OPT.-_----- +I)J+l51 SOP EE.- -- _14n W 3 2 X 10 W 1852 DI} 2852 ON 3050 5H 3050 SH - 3050 SH 3050 SH BRICK. BRICK II({ ME OF 0 .BRICK VE R 6'-Ou L 8'-6" L 6'-0" L PROOULT SPEo5. I OPT. 3050 5 3050 SN g O at 3-6 5- 11,11 ti 5 611 6L6u / 311-6n yi_pn 3,_,I. PARTIAL FIRST FLOOR PLAN WINDOW LASING \ A�1� \`�ARTIAL 01.077 W/ OPT. SIDELOAD GARAGE �� `_ COND FLOOR PLAN - ELEV. '2 _ SCALE'1/4°=I141 SCALE-I/4",1'-0" NOTE REFERENCE BASE RAN FOR INFORMATION NOT SHOWN NOTE REFERENCE BASE PIAN FOR INFORMATION NOT SHOWN PANEL MOULD o`�w - NOTE: _�� GARAGENPR ALL WINDOW PROJECTIONS FYPON'550 CAPITAL d c I I ALL EARE F NTRYF POOR J BS FRAMEACE!OF WALL 203 SH I I LIVING16 SHALL NAVE E%TENDED �N 16'-°" ;,-D"o.H.DDR DINING FOYER JAM05 W/CRICK VENEER 111 3/4 %14 LVL W/ ZI 2 X 10 W/ ~ ©© a (21J41115P E.E - DOR LASING '" (3)J 4(4 15 @ E.E. > PROVIDE MTC.FLASHING a a Z03 (2)Z X 10 W/ (1)2 X I°WJ 6 B,Pl.L00 (2)2 X 10 W/ 12)2 X 10 W/ z ABOVE ALL•WINDOW'S, � O (2)14(1)51 EE. (2114(1)5 P E.E. MG 60L. 121J"11)51 Ff. (2)J+(1150E.E. -°� (Sc� DORS&CAPITALS. p W ^ �� CHAIR RAIL x o ____________-__-__- .__..i 3/ DR. pc� REFS TYPICAL WALL SECTION tK 2862 OH 1862 DH 4 W OPi. 12 IDE L . �__________________.__._________---__.. SHT.10.00 FOR ADDITIONAL 2861 OH 2862 OH S" A ® 11�2%10 W/ " 3060 SH -e 1 � 3060 SH 3060 SH BRI &12 IRAN M 4"W/OPT. 3060 SH .. ...__PNL MOULD ....__I BRICK a �,� n S INFORMATIONA149 (I)J 41158 EE. FOU WATION NOTES LINE OF RT.BRICK VE EER m y a FOYER @ELEVATION 4r2 2'21/2" 6'-1" 2'-11/2° 2'-6" PLO 3'-6" 5'-0" 3'•6° 5-6° 511-6 3'-6° 511 3' Y " REFS FI.OR PLANS ! I'-0" 12'-0' �z id � AND SHi.11.01 FOR � INTERIOR TRIM INFORMATION 60'-6° 51°X 102°PRECAST STOOP o PARTIAL FIRST FLOOR LAN - ELEV. '251 � g SCALE:I/4"=I'-0" 8 '? NOTE REFERENCE BA5E PLAN FOR INFORMATION NOT SHOWN JI O� UNFINI5HED 6A5EME T - y - 4"ROWLOCK �I — — _ _ _ _� SURROUN5 ITYP.) L -P �11yADs OWLOLK SILL(7TP.) 0'0 L� b DATE 10/9/00 ---_ - RICK VENEER PROVIDE DRAIN TILE AROUND �y _ Y REF.PRODUCT SPEC 1'_3" 6'fin 1'q° R1EQI 0 A�AFP' EOON RICK JALKARCH(4C) -,p,. GEOTELI4MICAL REPRi. "ROWYACK 2'-0" STOOP LOLAiIO�NT V-0° 16'-6° 4'-0°LEAD WALLS 5URROUND ITYP.) /POURED CONIC.STOOP JOB NUNRER ���� Z0'.6" 5'-0" 12'-0" • Mt _ �r 17- -- — - OWLOCK SILL(TYP.) PARTIAL FOUNDATION PLAN - ELEV. '2 W/ SIDING GOND 5 D1261EL2A Y 56ALE 1/4'=1''0' SHEET NUMBER apt. R EVATION 2 N/BRICK 6 5101N6�2 N/BRICK 6 51011J6 NOTE REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN Li �.�.� 5.01 c © COPYRIGHT 2000 Pulte Home Corporation or C) p i h-•-•1 CID 0•J F02 d cq 1.4 ( � U� 0 H � CONT.RIDGE VENT CONI.RIDGE VENT ,,FAL5E VENT LA51 W/FAL5E VENT LAST 12°FROM RALH END 12"FROM RALH END - SHINGLES-REF. SHINGLES•REF. PRODUCT SPEC. PRODJCT SPEC. _ c_ CONT R106E VENT Q tY FALSE VENT LA5T 12"FROM RACH END H i H H I L00 L00 L0 - a 5HINOLES REF, PRODUCT SPEC. FM FM UE IM LM I.0 I I.0 H I.00 4 I 5101"6 REF.PRODUCT SPEC v ccccm __ _ _ _ ,_._.__I--1__, O 5"TRIM W/ ?______ _ 5°TRIM W/ c 5'TRIM RENRN ItYP.) _ -_ _s"rRiffi w/ 5°TRIM RETURN ITYP.) FMw "..... _ _: :{ .__:,' PT.WINDOW 5'TRIM RETURN(TYP.I lffl ______ - INE OF 0 N�--1 SIDING '' 519IN6_TT :-; REf.PRODUCT SPEC . ________________ _ Jj REF.PRODUCT SPEC DOWNSPOUT W/ DOWNSPOUT W/ - -- =- OPT SERVILE OR SPLASH BLOCK �I.ASH OLOLK _ - B 510E ENTRY LOND.ONLY o� REF,PRODUCT SPEC. REF.PRODUCT SPEC. - - Q0wW5POUT W/ Q5H BLOCK REF.PRODUCT SPEC. GRADE APPROX GRADE 0 RADE APPROX b DPI.MASONRYfR IIII�t,-;h1 I;'' .1I --IjII-1l;:'�--._-t�--_-_i.I--_.T-:I•—;i,,; -�_T%%„•II'� III 1)c'AIY—'DE—S— •.-__-.___.-_-_-';l"iIi"i. rr r rrrr r r r r —ter—r r—_ r—_r_r—♦--•— — ----r BLONEXEODF BOA.°Y T. a ���., , �>3LINE OF WINDOW e WALK-OUT CONDITION W/OPT.ANFONRY FP. L -----------------LINEOFATRIUMDOORB LINE OF DOORS WALK-OUT LONOITION I— �i> `S•�S arn —— — rFl ————————---———---———— r—r—————— --------------q---------------------=__; WALKOUTCONDITION ORAIF LINE OF 2663 9 LITE NH ; ,?OR OWALK-OUT CONDITION SEPS TO GRADE IF .________..___ THAN 30'W OUT DECK LINE OF GRADE e — — LINE OFGRADEe WALK-OUT CONDITION —a —__--__�---- �— �—�����������������———-—WALK-OUT CODITION o 'F a ze� LINE FOOTING �} F TING L W LINE of oG e ----------- ----------------- -------------- m WALKOUT TANOITION ` T WALKOUT CONDITION _ -------------__________.__ ____ ______________.__________-__.._._____-._-___.__________, __._____._.. __.__________.__.____________ ,l J r__ d P DRAWN BT. VADB _ DA1E:gA/00 R-VR N m JOB HUNGER �, 51261 __ D1261ELR 91EET NUMBER 6.00 © COPYRIGHT 2000 Pulte Home Corporation OFF_ o p [� - 0 F � US H-4 � 5 � z 0 F-4co w � _ LINE OF CHIMNEY -_- a ---_-_ f OPT.MA5ONRY F.P. 6 F F 1.00 1.00 2 _ _P PliLH TO RIDGE 1m •_ �F[C= 17 - �9.5 i75 --F!I7LH TO RIDGE D - O LOCATION OF OPT. REAR FIREPLACE-REF. 5HT 12.00 — N� •'i - T 12 INE OF OPT.WINDOW TRIM W/ - -- _ 5°TRIM RETURN(TMP.) LINE OF OPT.WINDOW DOWNSPOUT W/ I -------- SPLASH CLOCK •b --- -- REF.PRODUCT SPEC. - yy S"TRIM W/ 1, m •11«='m=�d16 'J ti• 6"TRIM RETURN(TMP.) 51DBJG o _ _ - --___-• REF.PRODUCT SPEC ri .I II I;�—�;; G°TRIM WAD OPT ..1_ _J: : __ _ _ _ � _ _ _-�. �,_ __•-______- n �•wl=.-�'�ETI; _ INE OF OPi,ETPF HH --------- __ _sly __ __ _H�.__._ ;n� } :;; ___ __ NOT AVAILA%E W!FARMERS PORCH � I i.c . "I I" "• "' LINE OF OPTWINDOW LINE OF PORCH[CPT.MUD(t00M - jL „ 1 OPT.SERVICE OR _ __ _ ��(� t . PFRONT ENTRY _ _ GARAGE ONLY .._ :~: „ _d •s'I; POOR R OEOPT.SIGE-LOAD m �r o o N 4 TRI (TMP,) GRADE APPRO APPRO% GRADE _'b a m 1 gr.='r-_ 4 •�' s:==_r_..9 e�_=_:-s e:.=.r.,_s I I I I I I ��m 1 LINE OF OPT.BAY WINDOW ; _ I_ : INE OF APPROX.GRADE __ ___ ��'-�c �I} #WALK-OUT CONDITION __ ____________________ __ _ ____________ a < _ __ _ _ __ ^ —— —————-- ____ _ _ o �____ __ _ __ __ __ A__________________ - - — — V � J �— LINE OF FOOTING N r._.____�____________________________________.________.._______________________.___..___.._.___..____________._________________________.,__________________________..___.._.__-______--__.-.___..___._-__ � ------------------------------------------------------------------------..-------- WALK-OUT CONDITION —-----------,_______________________.__.________________________.__.__.....__...__._.___.______..._____..__.______._______: RIGHT 510E ELEVATION LEFT 510E ELEVATION m SCALE 44°•I'-0" SCALE•I/4°=I'-0'• 4 al DRAWN BY: VADb ''I GATE:ICA/00 REV w JOB NUMHR �. 51261 o1zslELs SHEET NUMBER 6.01 © COPYRIGHT 2000 Pulte Home Corporation Of 2 X 10 RAFTERS P 16"0.6. V o 0 m co E--4 O HCQ - CQ NAIL W/(0)16d NAIL EE.RAFT� Er- wz 2 X 4 KNEEWALL B 160"O.C. 3/4 r 8 G 5UMLOOR 2 X 4 5OUA5H BLOCK J015T FLOOR JOIST 12 UNDER EACH RAFTER O 95� ATTIC ,2 2 X 4 STUD WALL B 16'OL. WEB FILLER PER MFC.SPEC5. � wF'1 �9.5 12 ROOF FRAMING-REF. 95D ROOF FRAMING PLA15 D CTION B RAFTER /FLOOR CONNECTION 2 .I/2°=1'-Ole 1p W� n G FOYER a 16COL TIES nes W BEDROOM 4 I I = 31-r° 3T B 9 -3°- m 9 w I 3'-31 9TTI041-911ullg- IiD I �¢ II Ld FLOOR SYSTEM REF.FRAMING PLAN 15 I I 8 p 13 m ILO - B _ti 0 1.00 E y pp SSER LANDING ER WINDER I2 FOY R v I WINDER ` --- 1 a. IL 10 n 1-� 9 Ou 61 NOOK 2%6 LANDING Fc�v — - g - 0. FLOOR SYSTEM REF.FRAMING PLAN It 16"O.L. _ _ 6 m DDROPPED BEAM O' 5 9.0 W.FLR PIAN .o0 4 v v I I� I 3 FLOOR SYSTEM _ b 2 ---------- G AV/.E _� I APPROXIMATE SYSTEMREF.FRAW INC PLAN m GRAOE LINE OFFLOOR BEAM BEYOND SYSTEM BEYOW /cc TAIR SECTION W/ 9" TREADS LINE OFEroNo MDD REF.FRM6 PLANS 12'-3u -I \Z ALE�I/4'=Il-0° SLOPE NOTE REF.FRONT ELEVATIONS FOR WINDOW ANO DOOR SITES ANO LOCATIONS. a BASEMENT APPROX.GRADE p o raADS oo �"¢ULDING CETION BDUILDING CETIONiAIW/ 9u TREE �,V5CALE 4/4u-Il-D11 66 om L4p n = DRAM BT. VAD6 DATE:ION/00 REV No. DATE ^ ,NOB NUNB'R 51261 E1261SEC SHEET NUMBER 7.00 0 COPYRIGHT 2000 Pulte Home Corporation OF U 0 .00 CO CO START WBFLOOR LAYOUT HERE .L-- 114' "�,i, F E— x T-N E", UHL 2 x III RA ERS 11 .11 2 10 IFTE 1; ILI Li F B 16 C.I P. e (TP O.G. `31/4' EH LLAF TF5 L ITIJ 4 TER P.. IR LAYOUT HERE 1--lilf—E I r cQ 06 RA PLAN - ELEVATION `2 PARTIAL ROOF FRAMING I IRI R I w I I I I I I WAR I 1FX 11 RIP F 5C I'-d' I I I I I I I I I I I I I I I I NOTE REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN _ �� L L 'I L, L I I L- L- L R FIR -1 �'T W�2 86k TIES ... ....... ,�7�:F PT Al EAF 9 HRA R Ll L-3 X N RAF �RS A ?—T-F ..........- 4C* P-4 I X 6 RAFTERS 6 OPT BAT WW v 11 11 1 E— AM E- 00 00 ;,F 7—, LAYOUT HERE , ,,a. &� M ALL A ART 7.00 9.00 2XI2 6E 80. LAI-1-11 START EL.. ".0 'AT I x PARTIAL ROOF FRAMING LAN — EL f—V A%T1 `3 SCALE:1/4":1"0" 9.00 '31/4"YP NOTES REFERENCE OA56 PLAN FOR WORMATION NOT%M LAYOUT FERE START 5UBF1- p'-0" ROOF: FRAMING PLAN ELEVATION 11 5CALE;1/4"-0-0' NAIL GROUP AND 5--L. CELINO JOIST SEE PLAN FOR SIZE AND SPACING. 1 F 2 R(681-121,1046k HALS If 0 0c. rp, HH F ............... . ...... . . . . zn NOT", DOE 1.ASWMEO SNOW LOAD 35 PEP.&ROOF DEAD LOAD 10 F5F, 101) (spuaq TYP.) (SPLICED TYP.) Z.A55VMEP PE516N LEILINC LIVE LOAD 10 P5F, 3.A55UMffP MAY,DEPTH OF BVILDINC-30 FEET. 04 (TY, I 101EILI 5 JO M 4.SEE CONTACT DRAW IN05 FOR ALL INFO.NOT SHOWN. j t ------ War SEE PLAN STUD WALL------- SIZE AND FOR AND 5PAC IND. Rai ............ L z..........— ................ ——————————————————————— OR rA-N PARTIAL CEILIN6 J015T ELEVATION :3 \Z-_OO/3/4"--1 IN5, - . ;h oi! 0 D. ITT] RAFTER LH mr.Z4 )5H 2 x 0 )T ,L LL t FLU 4121 1 SIMPSON L90 CLIP W ANGLE ITYP) g; IT T-3- 11 PER RAFTER 1211 1JI j r i Lir v —-------------------------- ONE 1 2 I'll J('57�" 1 11 Ala'A" e 16 PARTIAL 6EILIN6 0015T PLAN W/ OPT. BOX CF—ILIN6 n RAFTER CONNECTION PETAIL —----- ---- SCALE.1/4"=I'-0v \L010/ 3/4"-141, o NOTez REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN r7.AWK Y DW14 7 ;L REV Na. OAT HA, LLLLLLUJJU=1U I LU __j I R R f x ----------L"CFII W 1x 6 69 IL JOB NUMBFA — 16"OC i[Al'-31/4" 512 61 I B' TYP. NOTE ATTIC SPACE 15 NOT bNOTE ATTIC SPADE 15 NOT Hl 261 RF FOR STORAGE LOADS DESIGNED FOR S10RA6E LOADS SHEET NUMBER CEILINQ J015T PLAN ELEVATION 'I PARTIAL CEILINC7JO15T PLAN ELEVATION #2 &1 SCALE 4/4"t 1'-&' '.1 1,11 NNOTE1\- SCALE=I/4" 1�ff EASE PLAN FOR INFORAVATION NOT SHOWN 9.00 (D COPYRIGHT 2000 Pulte Home Corporation o LPI J❑IST HOLE CHART U o p m «aha �, -MC - Azz iz i. ^zz �� - � FN aaa ;n Kcaae �4 ti(V P 2 Z z;A 2 2 Z p. ��- mm E W MZM g a ; bmmgv, rmm _ Q ay a PFJ NOTE DO NOT SUPPORT WOOD 11-7/aW.Pr2o/2a 1 191"d,-40' START- b o DECK FROM ANY CANTILEVERED FLOOR SYSTEM iu 21 i 3l4"XQ 4iT/e°LVL m 8 m a _ 4 ro w� V E? g NOTE THE I-L MAT'LVL 15 AOOUL TO N z B'-I 1/2'B ILC 6 THE 2-FL MATERIAL SCHEDULE FOR CC `J A FLUSH HEADER OVER TH15 SIDE FIREPLACE-DELETE TH15 LVL WITH REAR FIRALE OPTIONS @IB' I!5' O �s x 1 T IL T 2 AN51 PO ErtH 2 5` 19 � a Q� 2 BRIM (311 / % 17/6' VL I T.2 AN M_t$h g 1-�--1 BE ET 019 N r! 11/8°RIM MATERIAL 56HEDULE FLIEVATION5 051, -_ ~ B 291 I I 3 34 5 4 4 4 - 85-487- e8' t! 1810 -2813-281T - 5032 -2834 - B x -7 x 05 M 1 0A I 5 - a ITT311.68 or I I. x - _ 3 Mg F IRST FLOOR FRAM ING PLAN W.1 ELEV . " 2 & SCALE-1/4'w 0-0" v - NOTE REFERENCE FRONT ELEVATIONS FOR WINDOW ANO DOOR SIZES AW LOCATIONS. NOTE I-FL REVISED 10/5/2000 n NOTE SEE 518,00 FOR FRAM INS OPTIONS o: n `�fzvia e. -EE 0 LPI REV1510N5 DATED 02/08/01 JDM DRAWN BY VADS 1-1/8'OSB RIM JOIST-FASTEN TO EACH _ DATE 1019/00 FLOQi JOIST USING t-10tl NAIL PER FLANGE 1-1/8'DSH REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE I-JOIST HY NAILING THROUGH WEB .AIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2R4 SMASH BLOCK CUT l/16'TALLER THAN THE FASTENING SCHEDULE 1 TO 4 PLY FLUSH LVL B¢AM(SEE — I-JOIST ON END WALL EACH FLANGE V/IDd NAILS 2 6' STAGGERED WITH 2-ROVS 84 AT 6'R/c WTO FILLER BLOCK WITH 2-RDVS Bd AT 6•o/c INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UMBER FIRST FLOOR 2 OR J PLY BEM l6d-3 ROWS 8 III—.EACH DETAIL 8 FDR FASTENING SCHEDULE) RE9_ I-101ST OR RIM BOARD SIBE STAGGERED 2%4 SMASH BLOCK INTERIOR BEARING VALLS 3/4. U ]/8 EACH SIDE IO EXTERIOR BETWEEN DNB BLKG.PHLS. BETWEEN OSB BLKG.PHLS. 3/+•OR R OSB NO SIF USE VEF FILLERS 6 WEB NOTE USE WEB STIFFENERS OSB SUBFLGOR DECK LOCATION 9 PLY BEAM ONLY- HOLTS r FEN➢ERVASNQtS HETVEEN EA.CANT.I-JOIST HETVEEN EA.CANT.[-JOIST SUBFLDDR STIFFENERS 1F MANUFACTURER D BY IF REQUIRED BY THE MANGER 3/+'OR]/B•OSB THE HANGER MANUFACTURER 3/a'DR)/B•OSB BOTH SIDES-e ROWS a e+•oic MANUFgCTURER SUBFLOUR SUBFLODR STAGGERED JOB NUMBER 151261 e6, MAX. To 4 PLY = C1261LP11 4-MAX. VL BEAM SHEET xuxelR NOTE,USE WEB CANT. STIFFENERS IF IJOIST DEPTH SAME a/4.OR]/e•BOB US NOTED ON LAYOUT AS FLOOR JOIST DEPTH SUBFLDOR 24'MIN. USE 2x9x4'FILLER BLOCKkrW:H K, FOR 11-]/B•SERIES 26 L 30RS NOTE USE DBL.SQUASH BLOCKS NOTE USE SOUASH BLOCKS IF BRC.WALL ABOVENOTE'USE FOR JOIST 16•DEEP OR LESS AT ALL BRG�VALLS L BEAMS U . ARE USED ONLY IF NOTED ON LAYOUT NOTE-USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT[-JOIST HANGER SHOWN 8.01 1, RIM J❑IST—BAND 2, RIM J❑IST—ENDWALL 3, CANTILVER 4, REINF❑RCED CANT, 5, DOUBLE I—J❑IST 6. DBL. I—JOIST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9, FLUSH LVL BEAM COPYRIGHT 2000 Pulte Home C poration OF d LPI J❑IST HOLE CHART U cc �zzz w N • °�zzz � zzzcn m m m p E z wpm � dC7 a� .Z '' _ 7P - w NOlE+DO NOT SUPPORT WOOD .m ^ w C�MITII E ER FLOOR STSTEM T7 ? i;q ANY q co ~ n I I-7/59.PIF20/16 9 19.1"o/c•40' START ^' _ N iv 1 a 40 < has 4 z o El g � 10 3 Vim= d5 i i5 10 x 3/ '05B eh a far nd c ➢ �'1-- 11 fY yir i Ffl - I 4'm 1� 7 1' p" 2 w 01. 3 V VV G O 2 x d'n hr Idb B IMATERIAL SCHEDULE O `p - ELEVATION5 I-2-3 11-7181PI-20/2977-77- P-4 9 I _ 9 LRl ANE M 4 LADDER WALL-A'O RIM BOARD I 1 All ft OF I I Illl.dD H'N SECOND FLOOR FRAM IN6 PLAN W ELEV . 2 & RON NOTE REFERENCE FRONT ELEVATIONS FOR WINDOW AND DOOR 51ZES AND LOCATIONS. T H 15 15 F O R 9 T R E A D X 6 1 /4 M A X. R 15 E 5 T A I R 5 NOTE 2-FL REVISED I0/5/loop n �1§ owl LPI REVISIONS DATED 02/08/01 JPM DRAWN sY: vAoS 1-I/B'OSB RIM JOIST-FASTEN TO EACH _ M7L IOA7/00 t-1/H'OSB GW/10dREINFORCING EACH SITE-FASTEN 1D JOIN DOUBLE IOdAT BY NAILING FILLER WEB JOIN DOUBLE ISd AT -.NAILING THROUGH WEB 2.4 HSMASHOF BLOCK CUT USE TALLER THAN TME FACT NTNG S D t TO 4 PLY FLUSH LVL)£AM HED NG 1-lOtl NAIL PER FLANGE F H FLUOR JOIST USI EACH FLANGE V/lOtl NAILS R fi'o/c STAGGERED WITH 2-ROWS Htl AT 6'o/c INTO FILLER BLOCK WITH 2-ROVS Btl AT 6'Q/c INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLOOR I-JOIST ON END VALL R DR 3 PLY BEAM.SI -STAGGERED 12'o/c EACH DETAIL 8 FOR FASTENING SCHEIEILE) REV Na DALE 2 x 4 IM AT BLOCK IWI-JOIST INTERIOR BEARING WALLS SIDE STAGG*RED 3/4'OR 7/B EACM SIDE AT EXTERIOR ] 1-1/B'OSB HLXG.PHLS. 3/4'OR,)/e'TSB NOTE USE VEB FILLERS!VEH NOTE.USE VEH STIFFENERS OSB SUBFLOOR DECK LOCATION BETWEENT BETWEEN EA,CANT.I-JOIST SUHFLOOR STIFFENERS IF REQUIRED BY 4 PLY BEAM ONLT�1/2'BOLTS FENDERVASHERS IF REQUIRED BY THE HANGER 3/4.OR l/B•OSB THE HANGER MANUFACTURER 3/4.OR 7/B'TSB BOTH SIDES-2 ROWS B 24'o/c MANUFACTURER SUBFLOOR SUBFLOOR STAGGERED JOB q 51261 *�IMAX. C126ILP12 k TO 4 PLY - 4-MAX VL BEAM SHEET NUMBER NOTE.USE VEB CANT. STIFFENERS IF RIM JOIST DEPTH SAME 3/4'OR T/B'OSH PR US NOTED ON LAYOUT AS FLOOR JOIST DEPTH SUBFLOOR 24'MIN. USE 2.8x4'FILLER BLOCK LK Q 4 O FOR 11-7/B'SERIES 26 A 30 RS NOTE.USE DBL SQUASH BLOCKS NOTES USE SQUASH BLOCKS IF MG.WALL ABOVE U ' NOTE USE FOR JOIST 16'DEEP OR LESS AT ALL BRG WALLS A BEAMS- UNREINFORCED CANT. ARE USED ONLY IF NOTED ON LAYOUT NDIE.USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT I-JOIST HANGER SHOWN 1. RIM J❑IST—BAND j 2. RIM JOIST—ENDWALLJ 3, CANTILVER 4. REINFORCED CANT. 5, DOUBLE I—JOIST 6. DBL. I—JOIST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL 13EAMJ FLUSH LVL BEAM C COPYRIGHT 2000 Pulte Home C poration OF