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Miscellaneous - 170 PALOMINO DRIVE 4/30/2018
/ 170 PALAMINO DRIVE � 210/108.C-01 19-0000.0 � / 1 I �4 I I f f I I I . L Tawas of North Andover V► QRTp 0 ,a'�ti Building Department 3a ��`,� ».,6 °0 27 Charles Street 0 ` North Andover,Massachusetts 01845 (978) 688-9545 Fax(978) 688-9542 OL.IKMf WKN - �4sSACF{USE��� APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS 1'2 0 / ,,v0 LOT NUMBER d+ I SUBDIVISION Fo r'cs k Vc Clj /n DATE REQUEST FILED ! oC /D q, . DATE READY FOR INSPECTION :7 hs�k TEN(10)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE INSPECTION FEE OF TWENTY-FIVE ($25.)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W.—WATER METER- :ZQ /e2 DATE 7— Z-0( i D.P.W.MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION QUEST DATE. SIGNATURE/t&W AUTHORIZATION Town of North Andover NQRTN o 70, �• Building Department 3a `,,,, 27 Charles Street 0 = North Andover,Massachusetts 01845 _ 978 688-9545 Fax 978 688-9542 xi rap b �4SSACHU APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION �D ADDRESS 120 11 LOT NUMBER SUBDIVISION f 0 resy V i r"j DATE REQUEST FILED // o( / D / ' DATE READY FOR INSPECTION TEN(10)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.)DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W.—W, TER METER / DATE — Z D.P.W.MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO THE INSPECTION QUEST DATE. SIGNATURE/ AUTHORIZATION i n� NS918 S6, L=38.46' E' d=36'43'43" R=60.00' / / 110.7' I V 20' DRAINAGE EASEMENT ,36.°°' A=131.46'40" PALOMINO DRIVE R=60.00' / N, 5.8' 48.4' I i / / TOP FOUNDATION / / ELEVATION=147.20 CGi S�2y; LOT 21 27185 S.F. w �Vi Of k4Sp0 ''soo 0.62 Ac. '32.6 a ti STEEN M. '0. 38"W 35.62' C1. '6•�F N1f�, .` _ S38'S144"W 86.33 532'32 _- 0 SUFiV�®•A� 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, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 21 FOREST VIEW ESTATES M ARCH I ON DA & ASSOC. , L. P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOMES OF NEW ENGLAND, LLC STONEHAM, MA. 02180 115 FLANDERS ROAD (781) 438-6121 WESTBORO, MASSACHUSETTS 01581 SCALE: 1"=40' DATE: 4/22/04 t Date. . . . i^ A "��TM 14, TOWN OF NORTH ANDOVER °°c PERMIT FOR PLUMBING 41 P0 sACMU`a� / This certifies that .!,�O r . . . . . . .. . . . . . . . . .P ( / �J\ has permission to perform . . .A-1,.G&J-," plumbing in the buildings of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at . . . k 0t„) / 'r )'2p �� /A �.'��. . . , North Andover, Mass. . . . . . . . . . . . . . . . . . . . . Fee.q`5�Lic. No.." ! . . ��. ,71.. . Z l . ..�`�, V• u PLUMBING INSPECTOR a � l Check # 6006 �r MASSACHUSETTS UNIFORM APPi.ICATION FOR PERMIT TO DO PLUMBIN( (Type or print) NORTH ANDOVER,MA CHUSETTS / i Date Buildi Location �L (/� Owners 1V, me Permit# / / Amount— Type mount (�V T e o Occu anc New Renovation Replacement Plans Submitted Yes No FIXTURES w n w w a a SWESW RASEMEvr IST FLOCIR 7L T-T:t- 2Nu F 3MHDOR 4M HAOCR 5M HAOM 6M HOM 7MPIDM SIH H-cm (Print or type) Check one: !Certificate Installing Company Name 13 Corp. 3 Address D Partner. I i• Business Telephone (,l / / Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indica[ the a of i rance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Bond Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner A ent g Elg I hereby certify that all of the details and information I have submitted(or entere application are true and accurate to the best of my knowledge and that all plumbing work and installations perfo der t Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State P ing apter 142 of the General Laws. By igna ure or Licensecinumer A74T`7License Title City/Town License um er Master Journeyman ❑ APPROVED(OFFICE USE ONLY Date.................................. f NOR7M� ?°•,:�``°-.•�.•"°cam TOWN OF NORTH ANDOVER o p PERMIT FOR WIRING ACHUS� This certifies thatllaw ..a ��� has permission to perform .. 1... /�// 7.. ................ �� ,... wiring in the buil ing,of... 1' / o dover,Mass. Fee.,.���v.. Lic.No ...... .......T..................... INSPECOR Check # r 4848 Date.................................. ; 1 &0 Th TOWN OF NORTH ANDOVER o p PERMIT FOR WIRING ,SSACMUSEt This certifies that?form ......,..................... has permission to ...e2- 4r.k/ / .. wiring in the building of........! .. .../.. ............. /� Andover,Mass. Fee...tt��t..g�a Lic. ...................... ELECTRICAL INSPECTOR "Check # 5200 • Uee Only a The Commonwealth of A� assachusetts Office Department :to.t of Public fety + ilcc.pancy S fee Checked ' BOARD OF FIRE PREVENTION REGUOJ LATIONS S27 CZAR 12 3/90 (Ito.t blank) APPLICATION FOR PERMIT�TO PERFORM ELECTRICAL WORK All work to be performed In accordance with the Ma"achuseru Electrical Code. 527 CMR 17:40 (PLF-&'RE PRINT IN INK OR TYPE AI �NFORH&TTON) Date- 05 -a ® \-� , City or Town of-I� Q�\H RNh'N0W a q- To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street& Number) \�\ ® ®VE.� �� ®ter 2 Owner or Tenant 9"l.;' 1 ��`n- 10 �.<_ {.-1��.°`, 'C7 6 r .,�~t , _ ,dz L 0 c'. Owner's Address Is this permit in conjunction with a building permit: Yes No ❑ (Check Appropriate Box) Purpose of Building �r�� �-,p Utility Authorization NO. 2 Existing Service Amps_ _ / Volts Ove::ead ❑ Undgrd❑ No. of Heters Nev Service ., r Amps Volts Overhead ❑ Undgrd ly No. of N.eters j Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No, of Lighting Outlets No. of Hot Tubs No. of Transformers Total Kva No, of Lighting Fixtures Swimming Poo) Above grnd ❑ In rnd. EJGenerators 1V:1 , g No. of Receptacle Outlets No, of Oil Burners No. of Emergency Lighting BatLery Units NO of Switch Outlets No. of Gas Burners FIRE ALAR:SS Na. of Zonea No. of Ranges No. of Air Cond. Total No. of Detection and _ tons Initiating Devices No. of Disposals No. ofl IleaTotal" Total Pwa s °!L,. Kul No, of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local❑ Municipal onnttioectio n❑Other C No. of Plater Heaters KW No, °t �Q�°°�— Low Voltage Sins Ballasts 1 Whin _ __ No. Hydro Massage Tubs No. of Motors Total liP 1 OTHER: INSURANCE COVERAGE: • Pursuant to the requirements of Massachusetts General Laws I have. a current Liabilit Insurance Pnl.icy including Completed Operations Coverage or its substantial equivalent. YES§f NO [�f I have submitted valid proof of same to this office. YES CR NO If your have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE La BOND ❑ OTIIER❑ (Please Specify) Estimated Value of Electrical Work S _ xpiration ate Work to Start Inspection Date Required: Rough_ Final Signed under the penalties of perjury: FIRM NAMET r `,' . LIC. NO. Licensee T ostN e s �� �� I M Signature _ LIC. N0. Address ' — Bus. Tal. No. ;r 1 ai CL 0 0�µ0KTq O 1 K r q �9 tSACHU&F:K�R°j CERTIFICATE OF USE & OCCUPANCY_ ° W TOWN OF NORTH ANDOVER co W Building Permit Number 5 9 a Date 1-7—a o o TIVS CERTIFIES THNT THE BUILDING LOCATED ON al � o It- 17D 4 17R , c MAY BE OCCUPIED AS I/V q jr, VM Z , ll JW P7, 3�1a�3� ►, o� Sia 1l .4 A��1 wc� o o IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING w M CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. w Lv CERTIFICATE ISSUED TO �v ' /���'y► ®/' N_�. cy h z C R o Building Ins for ,0 m o m • A V WZ W m 0 a. G LL LL_ LL 5 1> LL LL u NORTH Town of 0 TO No. b. .... A'm � * dover, Mass., — 00 COCHICHE W ICK �d ADRATE D O`? '7 is U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System �j ! BUILDING/INSPECTOR THIS CERTIFIES THAT... AdAe.....� .��s.....o ....�l...............A..�..e ..................... Foundation^ Lt ,- has permission to erect.............../..................... buildings on.�d�e��.� ��.../�io�A M IrVO ..Vl� Rough /'vt�► ( ............... .............. .... ..... ..... t0 be Occupied as. N�I...3. �. .I. ..5 �'/ 14C ��/. imneey.... ..... ......provided that the pe son accepting this permit shall in every respect conform to the terms of ation on file in Final this office, and to the provisions of the Codes and By-Law relating to the Ins pe ion, Alteration and Construction of Buildings In the Town of North Andover. �D� �� = PLUMBING INSPECZQR VIOLATION of the Zoning or Building Regulations Voids this Permit. oil= XR 1 0 n IT7ve� PERMEXPIRES IN 6 MONTH ELECTRICAL INSPEqMR UNLESS CONSTRUCTION STARTS . .. ......................... ... .......... BUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECT& Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final Z z'// No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner -�* Street No. -7/2_-0/0 SEE REVERSE SIDE smoke Det. Commonwealth of Massachusetts official Use only Department of Fire Services Permit No. Z/00-F BOARD OF FIRE PREVENTION R GULATIO S Occupancy and Fee Checked (Rev. 11;991 (Ica%e blank) APPLICATION FOR PERMIT TO PEW,. FORM ELECTRICAL WORK All work to be performed in accordance with the Massachustts Electrical Code(MEC).527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: City or Town of: AA r-A A n At)y ely"i To the Inspector ofW"fres: By this application the undersign gives notice of his or her intention to perform the electrical work described below. Location (Street& Nnmhrr) �® � Q ®1/1-x'AJ 0 'b r Lot 2— f Plat Owner or Tenant ?0 Telephone No. 401-739-6700 Owner's Address 205 HALLENE RD, SUITE 211 WARWICK RI 02886 Is this permit in conjunction with a building permit? Yes ® No ❑ (Check Appropriate Box) Purpose of Building TEMP POLE Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters New Service 100 Amps 120 /240 Volts Overhead ❑ Undgrd ® No. of Meters 1 Number of Feeders and Ampacity 3# 2 AL Location and Nature of Proposed Electrical Work: Completion of the following 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 Above ❑ In- ❑ Igo.—Of mergency Lighting No. of Lighting Fixtures Swimming Pool rnd. grnd. Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones o No. of Switches No.of Gas Burners o. In Detection and nitiatin Devices No. of Ranges No. of Air Cond. Tonsl No:of Alerting Devices Heat Pum Ngmber Tons o.of Self-Contained No.of Waste Disposers Totals ....... Detection/Alerting Devices No. of Dishwashers S ace/Area Heating KW Local ElMunicipal g ❑ Other P Connection No. of Dryers Heating Appliances KW Sec No.of Devtices or Equivalent No. of Water KW o. of No. of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP TelecNommunications Wiring: o.of Dev ces or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. 'NSURANCE 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 M BOND ❑ OTHER ❑ (Specify:) $50000 (Expiration Date) . Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains anti penalties of perjury,that the information this application is true and.cornplete. FIRM NAME: JAMES E. BUCHANAN ELECTRIC, INC. LICA. NO.:' :A15616 Licensee: JAMES E. BIIc'HANAN Signature LIC. NO.:E32062 (If applicable, enter "exempt"in the license number line.) Bus.Tel. No.:'508-865-3335 Address: P.O. BOX 544 SUTTON MA 01590 Alt.Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee d s not hcne the liability insurance coverage normally required by law. By my signature below, I hereby waive this requiremen . I am the(check one)❑ owner ❑ owner's agent. Owner/Agent �- Signature Telephone No. PERIIIIT FEE: 5,5-3 Location PAIAh)INO �(l. No. .��� Date �oRTM TOWN OF NORTH ANDOVER f R Certificate of Occupancy $ �,S�A�MUSEt� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check #I b p 17195 Alt( �--- Building Inspector --- -- TO'R'N OF NORTH[ANDOVER BUILDING DEPARTMENT �YYLL4=tiTY(2N Ttl CQriST1tUCF 12111' RFNOY�'Flf 012 I�IV 0aSH A QNX Oa T1V4F,MIL-Y DWEI. TNG "I'- 77 ' b-UnDING PERMIT NUivMER: �—q� DATE ISSIJED: ESIGNATURE: Bulldln Commisslonc rn for of Buildin Date'SITU INFORMATION ® T 9, 1pacy Addruv 1.2 Assessors Map end Pareel Numb4r �Cl T Map Number Parcel Nuimber s cs 1.4 Property 1)imena�,.,� Q; 1.3 a�,;nolnfiumaliorl: �v ,, 1} Pro aai a Lot Area Fronts $ I:��rxrtG-sJ�T>3ACJ�s tt - Front Yerd Side.Yard ReaF Y Required ps. ide Required Provided aired 1'rarvideci / �� 1.71Naioc SylyhLCzLC.a11 13 blood 7.ono lafaaaaariou 1.8 Sowam�D3apeuul SSaKem Public l� Pliwuo ❑ Oursido Flood Zuoa Muaicipel Ou Sitm Dysposal Syrcem t} SIMON 2-PROPERTY OWNE>SiSIMAUTSORIM AGENT � 2_1 G"er of"-ord (' tLLC L15 r Pam C. o15 - Nalua(YriuY>. Address for Service: (� �I S- it Teleph�ue �' 0wuac of Bihor 1 Yriul --- Address for Seavice: ir", §LCT`WN 3-CONSTRUCTION SERVICES 3.1 I.iceawl C,oragructiou Suprrvisor: Not Applicable. D i'.icdnscd Corrsiruauou Supervisor ... n :423 9a /V //f, License Nuailier Tr E)q=non Data Si�nxzure Tokphoue ,.� 3.2 Pig aorcd Home lmpruvemcal Coll=tor Not Applic" Q c Compan}•Name � Registration Number Adi3ri.� � I — — --- --- FApiratim Data oR' �i,u:ilure Tde ons � '', SECTION-i-WORKERS COMPENSATION(hI G.L. C 152 § 254 Work-,:is Compensation lusuraace affidavii must be completed aad submitted with this application. Failure to provide this affidavit will rasult M the dcui:il of the i,suaacc of the b a penlia. Si_,ucd at3ida1 it Attached Ycs......IVr No.......0 SECTION 5 Desai 'a—k-llu 1fcusf New Construction LV Existiva Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ ACCes;oB Bldg. i l Dztttolition ❑ Other Cl Specify i Brief Dcs,zipuon of Propos,>d Work: I VQLCV-% iI"-I e- 4 � '/a 84t 6S SECTION 6-ESTIMATED CONSTRUCTION COSTS Itzui Estimttted Cost(Dollar)to be QFI(~I ,.4R+TT:Y. Completed by permit applicant 1. Iittilditig (a) Building Permit Fee _ Multiplier. Electrical (b) Estimated Total Cost of Cousttuction 3 Plumbing *000 Building Permit fee(a)a(b) 4 Mcchamcal(HVAC) Ste" 5 Tire Protecti ut 6 Total (*1+2+3+=1+5) D Q Chi Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGEN'r OR CONTRACTOR APPLIES FOR BUILDING PF-%VAT as OwnerlAuthotazed Agent of subject property li rebx auitto ie to act on ivl}bili tlf in all matters relative to Nvork authorized by this building permit application. Signature of ONNner Date, SECTION 7b OWNER/AUTHORIZEU AGENT YDECI ARATION —. t!I.3 0 as Owner/AutharizedAgent of subject property Hareb� declare That the sudetuents and intonttation on ilia foregoing application are true and accurate,to the best of my knowledge Mid belief Vid Sit " Print Name Siattatlue.of i)tti ttzr/A_et Date Ymn R - 1 ..-. rr�.or"STORIESszz H-X.SEN&Ni'Ol:SI_1B ase rn C SL'I:OF FLOOR TIMBERS l 7 ` "s 3 0- SPAN DII411 NSk)NS OF SJUS DIMENSK)NS OF PUSl'S L)lhT-.NS10.NS 01:GIRDERS ftl:I(.1Hf 5F rOIIND_lT•ION10-ee THICKNESS (y SVE 01- FOOTING X \'L--\ RLAl. OF CIIINU II:Y IS BU LDlNG ON SOLID OR FILLED LAND IS BUIl-I)ING CONNECTED TO NATURAL GAS LINE 4 i mesitl 1Jev ,roup rdX-J(0—DD( c . ..... .._. .. (.0 1. •. 3 FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necdssary 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. ■ P.r..■r■■■r■■■■.■.■•r■■.■1■■.r■ .•■■•..■■■r■.■■•■.r■■■.r r s.r r r r■r■r t.r r r t r■ . L L wV n�ecJ PHONE �g I� At PLIC ANT ASSESSORS MAP NUMBER LOT D�_ LOT NUMBER. SUBDIVISIONOr�S-� V I C LOT NUMBER STREET ® q J. jr _STREET NUMBER 70 ■rr■.■■rri■r��'T■� r. ■■rr■r■rr.■■■.■rr■■a.■ .■ ...■r..rr■rr■...r...■ rr K.rr OFFICTAL USE ONLY .........■ REC NgvlENDATIONS OF TOWN AGENTS ■r. r.■■.r.■■.■■.■■.r■r...■..■......■•..■■..■••■.■..■....■•r.■ •. ■..owes. n DATE APPROVED Lty CONSERVATION ADMDIISTRA R DATE REJECTED r _.. DATE APPROVED LA,`jNER DATE- REJECTED COMMENTS DATE APPROVED FOOD NSPECT -FT LTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR-HEALTH DATE REJECTED C S / PUBLIC WORKS SEWER CO TI WATER ON _ D A P ?71T G AIE APPROVED FIRED PART?IEM DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR DATE s 4F: t 20 DRAINAGE EASEMENT / 3 / IF=146.5 t DECKt t ! '142x5 1 FD t I \ t 1 \ 1 ♦� \ \ I/TF= 47.5j t I I CF=, F=1'140.0! 1 I N I BF=y139.01 38,11 \ �C 144.01 O /�` 61 -f 41011-0 \ 1 DRAINAG E T t 27\,165 `SP\ \ \`\ ' ►\ `\ \,\\PALomjNo\ f DRIVE y 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 21 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE.HOME CORP. OF NEW ENGLAND 62 TONHALE AVE.. 021 0 I STONEHAM, MA. 02180 257 TURNPIKE ROAD - SUITE 200 (781)"438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=30' DATE: 4/02/04 Management Bylaw Exemption Statement cif&-Qrth Andover Building Department 4^';"4444 Oa assist tn<8uikting Ctepamnani in th�rir determination of exemptions untler section a.7.6 of mil;"� c. ,x itxtt inaavat Qcavta d"nagstnent ilylaw. The 6i{il4dtn?appUcant shall Rrovide all of tho necessary inicrmation 1.1 rt'a Qt`Apjaacant.art f344iloing Permit(belQw) Addresq of Rropia: for.Permit(bt:io�nr) LtC 17olon1iN( OrL VG iLtap nixid.laaircisl: P tpGsrZ+� Qlicatian (chacc' helorv) ;, , P rt4zt"l Ua4,rr of:� icant - Singie Family Two F&T* it O� sigrrtid for4ie abave projawty attest that the atzacttetG blinding permit for which this iorrxr tx iiF does cacnpiy with the l<EBrtPT1QN aitWjQn 4.7.6 of the Nanh ihrudover Growth ,lri:ttt rott?a! u$yt�.vr, t.-�sa undeac&nd preavidiriy thio Form does not ab"Ve+rte or any party to thls P@rmit ireirax zs o[Gbwniag QUW peirrnits requtredjrlecto the L-tatlianca;ofthe Sodding Permit, i=urt+:tk,r usigarstand that iny ltmWetation of th4 VEtMPT1©N status is"jacr.to review by the amirding u tcP'W=W-u And is aniy oit"lly a=piwd when the wilding Permit Ia issued. t sort swan.4JA of uta!Motif!Andcivsr Czr4wth bylaw the aCove lot and the wadi as applilad rte on the a t]t is th* pannit&P roar! and assatcrizted attachments.compiles with one or mora of the tQAQ%W4v 4A.P; QM a*icidwaad lay a dee cc mark. This.it&a ippeit anon for a Ouitdtng pinnit far the enlamement re4torwtion,or maanauuc:Qn of a dwelling In :,;w,� @e+e sit+cCays sett of this by baw,provided than na addttianai r4si4anliai uttikU created. i-tw tasted weMv#"awatrra prier to May a. 1996 are exempt tram the provisions of UW Union a.T of the Zoning 'i t"A""tY mr Ww"(fli unite tar tow an"r mQoafato lncamp tamW*o at individuals,whore all of Lh e M.c and*ae Ow.Utng!hilt:far s+sniar MSUCAts.whata.ac;vRancy of the units Is let srawc pr:rxpria tArGugh a AMP"'ly"actited.M4 f"SiO td d+ted reatrict en putniag with the band.•Rat cif tlmi,c Shari 3+trtiru":tasti shut t 1 A&mets tht aye sof sS. a it pact of a"V414amae(it prv{4gs t which valuntaruy agra*4 to a mittimum 40:4 permwwat ,�sarcuatt#m (( ��,aetaYs ttw dttnstty,(tKltldaitla.tatx}�i�osnittaad ur,�}�zQn(ng ane tea$ibl+s QJvtet�ted t yr�y�ais�slanat of brie tra;Gt.+eith t41a arrrpiux toad Huai to aril*est tion 4uilda4iat'acrwt an4 P4mtan4aNq a�:��spate at:dtvr last+laAd.The t94td tt;iae pntr*rved ahalt#a pco�ctad'tr+im dcvatoptri�rK ny an ,�i��,ue:vatictn F�a►an.Ccs::s+�tiort i�rt,+todieatiatt to thie'Caw�t.at attuer simitai'-mecttautsm aims �.tttAt�t34attt that YnII Iis prsitttctttan. Thiitc apptis rtrtan Moroaena a!meas at land aUund and net haled Oy a laevelap,{r in cerumen ownamhip with an 3 a patcat an me*ftzivt dam of this Sedan A shall rvmiv►a as r'titrie"ampdott from the Plannsd Graaali "artr QW pinrelaptnsnt SchedWldj prevision hoc the purpast of rxu SUUCJng Q00 sing!*fatally d"lUnQ unit GA`thr Yftim rp�riciaan repceavaa it let WrWA is nsr�WY for twiidinQ pe+mlts.{t.+,atiU otAsr pamuk from alt odser linacda and j �ttav+t bast tacrivt~d and the proj+sei 4 in aampttatitu�s with•th4so petmltal and'thR Ocv4lalunini SsA*tlalle i .tett aaRta�tasuict9 4 Dk0ldtttg peRait Gt!least icer,atve tutllt#InQ P wit,C�e iastlRd per YRar per t�vritc+mill s+tatt liras as`ttte OeveloAm4nt.Schasittis aaaalslRl+zdatMs issttipg loisIIctt@S permits. Appilaatnt rstuat �up� �demi U wiut iter:r�C�irU?TIOM. ..• „ Pi;, yr pmviaa any:uid&a iniermatien that would assist the 8uildiny Department in matting a detarminaiion' trtat:yQur appdation Is wear sd ant or mQr*of the abav@ EXEUPTIONS. ;iQrt G oalukv i atlas!to Ula a=ur-acy ot•the into mation previdad and that the attae.cd building permit is a,idv. .i an e ENiPTION as drab a!?evm, Fviiber I understand that thv submittal of misla;Wing and.or ';tiaS:1YaLt int ,,�,z. or tnt checking off at an absova it wtuehdoes trot comply,wheuier dent to my _::owiadg ,.rl nQt, yrounas for ' iu43a by ttte rapaAmeni to Iasua a Suilding Permit. t ✓ r - ��.S/O ? `;17Lt iC vu art,Gf or i�uu,9rri3a A enc it U1G CAad 8 '-- 9 out rrm,t ate i'h�s farm tnuai 30:1Iis.-ned w frit Building Permit upon appitcadon for such parmiL i r ✓jie torrririnao�uuea� a�i�'liut:rac�.�a�elt6 FR BOARD OF BUILDING REGULATIONS -7 License: CONSTRUCTION SUPERVISOR Number: CS 077396 r Birthdate: 03/02/1962 Expires: 03/02/2006 Tr.no: 18492 Restricted: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 Acting CdYnmisVoner I BUILDING DEPARTMENT DEBRIS DISPOSAL FORK! 1n k cord:iuce � Provisions of MG- L c 40 S 54,a condition of Building Is that the debris reswtin form e Permit Number damned by tiiGL c 11, S 130A this work§ha11 be disposed of in a properiy licensed solid'tivaste d posal facility as Th,debris Will be di�sed of in: S� Location of Facili S' ignature of Permit Applicanr • - L - Date NOTE: Demoliaon P c=-c from rhe Town of North Andover must be ob ' the Bwl'ing 41specwr rained for this Project through the Office of -OLi.Sef'Jet 3100; 13034798572; Nov-4-03 1 :21PM; Pale 2i3 y104-204;� .� 10 :10-07 FORCOI foupment CoAon Cli 847.853.5390 Page 002. ACO 3. 04 U TE(MN/DD/YY 7 P PRODUCER THIS CERTIFICATE It ISSUED:AS A MATTER OF INFORMATION Aon Ki Set-vices, inc. of michigan ONLY AND CONFERS NO. RIGHTS UPON THE CERTIFICATE-3000 T Center HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR suite,4 .0 Sotith d mi 48015 &TER THE COVERAGE AFFORDED BY THE POLICIES BELON. COMPANIES AFFORDING COVERAQE CL*&AW Liberty mutual Fire ins co r:QhdA F-. C=S 1l P36-5200 FAX. (248) 936-5465 COMPANY .,tjl Ce es of ,4ew England, LL-C "105 Ha Vne Road suite I COMPANY war-wit 91 02$40 USA C COMPANY AV, I*;TQ TIFY THAT THE POLICIES OF INSURANCE LISTED BELOW KAVSIIEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE PODGYPERIOD ii IIqL,'!i;AIT 4)TWIIHsrANDING ANY REQUIREMENT,TERM QR CONCITIONOF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT T01I.VHICH Ti-118 cERTIFIC fAAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORORD BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THP.TERMS. POL1QES_LIMITS SHOM MAY L&E RELUU=--D BY PAIP(��Ims. t I . Wilts iLANCZ DATRM4%,WV) DArE*0MDfM Lwr.,; GENERAL ArcRr(WF occur PEnF.ONAL L AOV WJR)' O�VP.EN�, C01,-M.XT;;RS PROT EACH OCCaltRENCE j -ylFREDAMAfk(Arrionowo) r MM Exp(Art/one oarwn) A52691004261033 0102/03 03/01/04 UNTr 41,006,000 commercial Auto L 0'4!iA I-,o;^ QA,I (Per person) A —x TO PROPETM DAPMC�F 3, A1Jj0uN,Y-17AACCCEIqT .ar f 07teRIHAN AUTO -4LY FACH ACCIDENT AGGREGAT Fxcusj 114 rty EACHOC(;UtkErC.r J,o;,aj. I row AGGREGATE ........... L,A I-SRM W,jmwvRi 4W ih-ENSATION AND WA2690004 21531013 05/03403 04/01/04 un I A;;0 Yk to-IAWLFIY 0]1,IPENSATION EL EACH ACCMW E I.R_,4-!N V NCL _6W EL DeFAsr.PoLcY LMT sicuu, U W- EL OLVASEZA EMPXYLEE , Iii rQ OE""I lqJ 01 TIONSILOCAT10fiWVEHICLE ITE RE: tv an i n theSIt Mf North Andover, MA-All re,,cele cele Constructi prTown 0 sites- Waiver of subrogation applies fur- the (l it!"it 1 Li lit): and Workers' Compensation Policy, ,$4 FaVe SK)WI D ANY OF W ABOVE DeSX'RRFD POUDC5 BE CANCfl.I F)A=FGR[T,C FIf 01,T1 fp Nof*th Andover EXPRATION DATE rriERh0F. IHE ISSUNG COMPANY WILL E4W,4vORTC MAIL !.110)( law K DAYS YVT7JrTFN K)TICE TO THE CERTIFICATE KXULK NANIM TO T-1r.L=LT Building Department OUI$'ALURC TO MAY.SUCK INOTCESHAT LIMPOSr NO CELIGAT04 OR Nor '!1 Andover. MA 01W USA OF ANY KND UPCtJ 1KfL AUTHOrdZED 4U�RSSENTAnvr- 171kc7Z,i 61, collhkw Nrj!l t. 570007BW925 - - t 7 1UVU 11.54 4 The Commonwealth of Massachusetts Department of Industrial Accidents Office of investigations Boston, Mass. 02111 j Workers'Compensation Insurance A. davit Please Punt _ _- Phone :a homeowner performing all work myself. -!l arn_a sole proprietor and have no one working in any capacity I am an employer providing woricet5'compensation for my Ofl'tployC"wcuiung on Chia ioa. `o z name: PhQQj tasurznce.Co. �' �(/ a Pali G: 3 CRITIOgnxnaLne: �raidre:�s Phone X F�Itua<tta t�avar t9�as t+Rg4lit'ed Under 5a Gn 2:A or Mai.142'WINN to tnw m lzs*On d crirNnal pter►rrl4iwic:t f a fit1+4 up to 1,iGb.CO sriCtar .Y"M imprstonmant as well elvif panakidc in Iht tarot(a STOP WORK G@iMER and a fine of(;1Oalco)a(lay as st ma t .aamumba am a copy vt Miro Smarnont VY t*6atwarV49 14 the 4tffss of to gsttgatton4 orf life OW for crsvarags.YortZtCadon t Gtc7 nary Ci4tt urvar fns pains env pe�+artlas of perjury/hat tna!(IrWlrlilftan provA*d a4ava is Oru*and cQawt, ;i iS C13iUr@ Date . Print name Phone# %du it we only clo not write in this Wag to be complated by cityr or town of;W' Building pt ❑C'�mc7r r'umm� iiaca r tsa;s ragvrgb f. uhdin_q Q&pt licensigO Board rentr is�on: phorw8, © Sq/acvin`s(pace: Health Depa ytment Other• 'C'R A.NAld'�L'UMPF.h'S i179d - ' Send E} : HP LaserJet 3100; 13034798572; Sep-2-03 4:3BPM; Page 2 ;i I , i { Pennit.Number l � , I 1ZESched ', Compliance Certificate Checked Ry/Date 19915 M RESc•heckSo ��Fare Version 3.5 Release lb Data filenam :F:\files\CST\SHARE\MeeCheck\ModelF-nergyCode\MASC14ECK\Lot 21fv.rck u:, TITLE: Lot 4 31 Wellington Elcvation 9 2 L' CITY. North A hdover STATE: Ma' li chusetts HDD:6322 i ! CC)NSTRLJC" 6N'TYPE: Single Family DATE:0910i�, PROJECl'1 &WATION: Forest View, {` North Andov r1iMA. COMPANY FORMATION: Pulte Homes NE LLC i NOTES: Customer Pu'4ased elevation#2 with Florida room,2 walkout bays (front 8,rear. ; .1 COMPLIANtµ :Passes i i<:iaximum UDR 615 Your. Home''`` 601 2.3%Better ftt Code(UA} i Cross Glazing i Area or Cavity Cont- or Door Perimeter R-Vahte R-Value U-Factor UA Ceiling 1: Fl eiling or Scissor Truss 24 38.0 0.0 1 Ceiling 2: F'1 "Meiling or Scissor Truss 1216 38.0 0.0 36 Ceiling,3; Flan.ceiling or Scissor Truss 660 38.0 0.0 20 CCilirr 4: C, I ldral Ceiling(no attic) 280 30.0 0.0 10 Wall 1. Woo ?dame, 16"o.c. 576 13.0 0.0 47 Wal 12: Woo' ` ame, 16"ox. 396 13.0 0.0 32 l all 3:Woo' mine, 16"ox. 621 13.0 0.0 51 Wal 14: Won' ame, 16" o.c. 621 13.0 OA 51 Wall 5:Woo ame, 16" ox, 120 13.0 0.0 10 Wall 6: Wood ame, 16" ox, 120 13.0 0.0 10 Wali 7: Woo xame. 16"ox. 1080 13.0 0.0 38 Window: 2831 ;Vinyl Frarne,Double Pane with Low-E 11 0.340 4 Window: 28 ;Vinyl Frame,Double Pane with Low-E 58 0.340 20 Window: 18 `12852-1852; Vinyl Fram ouble Pane with Low-E 33 0.340 11 Window: ?0416' : Vinyl Frame, Double Pane with how-F 19 0.340 6 Window: 6-0ic,18 slider: t 1, f J Sent By: HP LaserJet 3100; 13034798572; Sep-2-03 4:38PM; Page 3 Vutyi Frwn = ouble Pane with Low-E 39 0.300 12 Window: 28 Vinyl Frame,Double Pane with Low-E 256 0.340 87 Window: 28 Niunyl Frame,Double Pane with Low-E 69 0.340 23 Window: 18 IVinyi Frame, Double Pane with Low-E 39 0.340 13 Window: 31 .picture: Vinyl Fram .ti ouble Pane with Low-E 41 0.340 14 2-8x6-8 servi' door: Solid 18 0.180 3 Door: 3-0x6- /2 sidelights: Solid 33 0.280 9 Floor 1:All ' d Joist/Truss,Over Unconditioned Space 24 21.0 0.0 1 Floor 2: All- d Joist/Truss,Over Unconditioned Space 1216 21,0 0.0 54 Floor 3' All- .: d JoiWl'russ,Over Unconditioned Space 429 21.0 0.0 19 Floor 4:All d Joist/Truss,Over Unconditioned Space 242 30.0 0.0 8 Floor 5: All I d Joist/Truss,Over Unconditioned Space 240 21.0 0.0 11 Furnace 1:F +d Hot Air, 81 AFUE COMPL1AN' STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other cal' lions submitted with the permit application. Thr,proposed building has been designed to uteet the 1995 MEC requirements LSeheckVersion 3.5 Release 1b (fonnerly MECchec�and to comply with the mandatory requirements listed in the RES chef` pection Che s#. Builder/Desi 4r Date 1, l f f m Area Calculator: n Assembly Type Width x Length = Gross Area Comments�Descripllon 1 Flat Gerling or Scissor Truss 2"-0" 12'-0" 24.00 ft2 second floor ceiling area 2 Flat Ceiling or Scissor Truss 38'-0" 32'-0" 1215,00 ft2 second floor ceiling area 3 Flat Ceiling or Scissor Truss 22'-0" 30'-0' 660.00 92 second floor ceiling area CL 4 Cathedral Ceiling(no attic} 14'-0" 20'-0" 280.00 ft2 ceiling over ftida room 5 7 0 8 c� 9 si 10 11 12 13 14 15 15 17 LO 18 Co 19 j rn ti 20 0 21 22 T 23 24 25 26 0 0 a� _ - - - J = Ceiling,4fea Total:2180.00 rn 0910Zlfl3 10:26:24 111 c u� 1J Area Calculator: Lf7 N ti d Assembly Type Lefoh x Height = Gross Area commentsJDesaiption 1 Wood Frame,16'o.c. 18'-0" 32-0" 576.00 112 front elev. 2 Wood Frame,16"ox- 18'-0" 22'-0" 396.00 f12 front elev. 3 Wood Frame,16"o.c. 34'-6" 18'-0" 621.00 1`12 right elev. CD4 Wood Frame,16"o.c. 34'-6" 18'-0" 629.00 Q2 teff elev. 5 Wood Frame.16"o.c. 12'-0" 10'-0" 120.00 ft2 florida room 6 jWood Frame,16"o.c. 12'-0' 10'-0" 120.00 111.2 florida room 7 Wood Frame,16"o.c. 60'-0' 19-0' 1080.00 111.2 rear elev, 0 8 N 9 10 � 11 12 13 14 15 16 N 17 t` LO 18 00 CD 19 20 CO 21 22 23 24 25 26 0 0 co a� r Exterior Walt Area Total:3534.00 C 09102103 16:26:25 111 !U v� Area Calculator: ti Add to WindowUnit Tatal Comments! Library Flame '°`ss&mbly Type Quantity Width x Height = Area Area u-Factor SHGC Description 1 28310 Vinyl Frame,Dou 1 2'-9" 3'-11" 16.77 10.77 ft2 1 0.340 Supneal Low E Argon 2 2852 Vinyl Frame,Dou 4 2'-B" 5'-3" 14.44 57.76 ft2 0.340 Superseal Low E Argo M 3 1852-2852-1852 Vinvi Frame,Dou 1 6'-3" 5'-3" 32.81 32.81 fit 0.346 Superseal Low E Argon 1v 4 2046-2 Vinyt Frame,Dou 1 4'-1' 4'-7` 18.72 18.72 ft2 a.340Superseal Low E Argon $ 5-0x6-8 slider Vinvi Frame.Dou 1 5'-11' 6'-7' 38.95 38.95 ft2 0.300 Su rseal Low E Argon Dou 9 5'-5" 5'-3" 28.44 255.96 U0.340 Superseal Low E Argon 6 2B52-2 VO Frame. 0 7 2862 Vinyl Frame,Dou 4 2"-9" 5-3' 17.19 68.76 tt2 0.340 Superseei Low E Argon cv 8 1852 Vinyl Frame,Dou 4 V-10" 6-31 9.63 38.52 1 ft2 0.340 Superseal Lour E Argon a 9 31052 picture \rinyl Frame,Dou 2 3'-11" V-3- 20.56 41.121 ft2 0.340 Su ea!Low E Argon cn 10 11 12 13 14 15 c� 16 LO 17 CD r22 C130 24 r. 25 0 cn 0 m Window Area Total,563.37 m 111 05102103 16:26:24 n� + sr.. m Area Calculator: Add to Door Unit Tolai Comments+ Library Name AsscmblyType Quantity Width xHeight = Area Area U FacEor 5FfOC Description 1 2-8x8-8 service door Solid 1 2'-8" 6'-S" 17.78 17.78 ft2 D.180 Garage Service Door 2 3.0x8-8 w!2 sidelights Solid 1 5'-0' 61-8" 33.33 33.33 M 0.280 Front Entry wl 2 Sidel hts 3 4 � 5 o fi N 7 Q a � 9 10. '!1 12 13 14 cv 15 r 16 �n Co 17 rn r- 18 0 19 co 201 1 T 21 22 23 24 25 0 0 4� a� - - - z Door Area Total:5 1.11 09/02103 16:26:24 111 c v + v� Area Calculator: m n Assembly Type Width x Length = Gross Area Comments/Descripiion 1 All-Wood Joistrfruss,Over 2'4' 12'-0" 24.00 ft2 floor area over basement Unconditioned Space :iF2 All-Wood Joist/Truss,Over 3v_T 32'-0" 1218.00 ft2 floor area over basement CL Urkconditkmed Space 3 All-Wood JoistrTruss,Over 22'-0` 191-6" 429.00 ft2 floor area over basement a Unconditioned Space 4 All-Wood Joistrrruss,Over 11'-C 22'4)" 242.00 ft2 floor area over garage 0 Uncondifioned Space N 5 All-Wood Joisffruss,Over 12'-0" 20'-0" 240.00 12 floor area over florida room Unconditioned Space 6 7 8 9 10 i7 12 ti 13 m 14 rn 15 r` �* 16 0 17 r 18 19 20 21 22 23 24 25 26 0 0 m _. = Floor Area Total:2151.00 0910210316:26:25 1!1 � s ,f� . 2004` 1 .074" "" PULTE rlwcn o Jur'Nbun. LAW O�x*. htvc' vu. ar :bbfU3'N0. 836' P. 2p . 02 yr ` MA U<. 13. HNS O` J ON 12 C7za=t Street _ Andowr, 01810.3706 (978)47S4488 Telecopim- (97$)47$-6703 PURr le ii,SON �MA,NH,DC) kATt�RYN M.MORIN :, NIVELL (MA.NH,Rn LW4N6 CRIStAL01 .,30RENSTVIN (MA,MS) JOAN K DUFF G. Fi!)tLONG (MA) MICHELE C.JONWA.S ;.IF.aNT1 M d.D. October 14,200,3 W.Justin Woods Town PI North Andover Flaming Department 17 Charles Street girth Andover, MA 01845 'M: Forest View Estates, North Andover ':7r;ar Mr. Woods: Enclosed please find a Certified True-Copy of the 1C0Ufi=tgry Form J Lot release to include Lots 73A and 74A on Pian 13161 andlots ots 19,20;•21 and 22 on Plan '-4cj. 13362 which was duly recorded at the Lawrexsce Registry of Deeds on October 14 1003 as Instrument No, 60489. The original registry recei t is also included with the �;o cement. P Should you have any questions,please do not hesitate to ca11. Very Wily yours, LAW OFHCE OF MARK B.JOEMON ,ease C Paralegal ; . .E:_a4aosures cc.: Reid Byte, Pulte u.rrn.nM�uNM Cacs�Pulta'IMIC GI NO Eno"IIC-0U a uy AGI V�$PCEh7 ow R11BtlePNao�-10-i�000 Iz Gait 1}7iir J yiJ•.y•/, 'lii��-r��'�k1�,r� rfjle)``1"�.;�.�:��. :� r '1t t,�rT�e.4• RlI.M. • tJte ' ,t� Y �YJ�. J!�.. . .. ��--`:',+�•V?I�'•"''aa • ., r 7.r'•`��i`,ers//�,8•y`��7�.�'//R.,3y:' .v�y4fpT�'� .• ,' Y, hf',L��iv�`, G.' • r, }'f1S :rrrtr h- r.� �"r •_��e.,`tl��ld:fn..�.r:. ' arc,!: '�R , ���y�•JI��v,`S.J:.`Y'r �'rGW''Sy�,.'. . � -.: ,, r1,,,'��;_,S)l�' i bj .r,';�•,:d:I. 1�'A s',�CiFi;.���lb�r�j�jxiCkl�`r ,rte•' ���T��� F y{�[�y�� �,(�Y r r:•<� _ ..� ./ ,,y�� r Jar t, - . 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Sr� 1, ry �) 41L� � S +ql lT�.'j�Fl� �� , •rr.rW.rinr/,... .._..,..._. .. . _asro+�wn , I" ,. wpQ�GR141SWMMO L7W51�6"W'yrlwHl.-•)JX•y.iyf�1R� - t`T','T NfISFlHOr R mu 311 n d>W� ti�lNd L 0 l d ti 0 0 Z ' '!. 16. 20044 1 :09PV-1 r'PULTEI ru- & G JUMOUN hBX NU. 8ltl4IbWU-N0;'836P. 4 P. 04 • CERTIFINW.TRUE copy CONFMMATOR'Y FORM J LOT RELEASE lac 10/34/03 @12:20 FIK The undersigned, being a majority of the planning Board of the T ofNortli x0489 Andover, Massachusetts, hereby cea-tify that: a. The re4uiren=ts for the construction of wa and munici Ys pal services called for the Performance Bond or Surety and dated .March 4, 2003 and/or by the Covenant dated November 9, 1998Ind reeardedin District Deeds; Book 5247, Page 76; or registered in N/A Land and lZ.e District as D �' ,ocuauent 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 the Planning-Board to 4uately serve the enumerated lots shown on the follovvg Plans; Lots 67A, 68A, 69A, 70A., 71A 72 a A, .73A a4d 74A as sh wn 0 on a plan of land entitled 'Plau of Land, Forest View Estates, North Andover, MA, Prepared ror Pulte dome Corp, of New England, 257 Turnpike Road, Southborough, Nl;assachusetts 01x'72", drawn by Marehionda Associates,L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry Of Deeds as Flan Number 13761; and Lots 19, 20, 21,,22, 23, 24, 45, 26, 27'aud 28 as shown on-a plau of land entitled "Definitive Subdivision Plans for Forwst'V'iew Subdivision,Route I I4/Salem Turnpike, North Andover, MassaohusetW,'prepared forlMesid Development Corporation, I 1 Old Easton Road, TewksbW, Massachusetts L 1876 by NiUF Design Consultants, Locus Map Scale l"=6001, TaarMap Composite Scale" 1"=200',dated September 22, I997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as P1atn*Number 1.3362 and as affected by corrective Plan Recorded as Playa Number 13727. said lots are hereby released frorn the restriction as to sale and building specified thereon. a w .Lots designated on said Plans which are the subject of this Lot Release are as ::lsows: (Lot Number (s) and street(s)) Lots 67A, 68A, 69A, 70A, 71A, 72A, 73A and 74A as shown on a plan of land entitled "Plan of Land,Forest View Estates;North Andover,MA. Prepared land L-Ite.Home Corp. of New Eu gland,, 2,57 T ,� :Road, Southborough,. I' . �ichusetts 0177211 drawn by Marcluortda&:Associates,LZ,-dated Apri1 .14, •tc:w.DurS�'U1.1'1_-[i T-Ofost Vichwftm]-c�topry Lot Rcicur.409, P. 5P. 05.6. 2 0 0 4 F 1 ;0 9-PMO_PM P U L T E MARK B JOHNSON FAX NO, 9784756703 X10, 8 3.6 z . . 2000, Scale 1"=40', Recorded with the Essex North IDistrict Registrar of Deeds as Plan Number 13761; and ' Lots 19, 20, 21, 22, 23, 24, 25, 26, 27 sad.28 as shown on a plan of land. entitled"Definitive Subdivision Plans for Forest View Subdi„vision,Route 114/Salem Turnpike, North Andover, Massachusetts."prepared for Me .iti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MEF Design Consultants, Locus Map Scale 1"=600',Tax Map -ornposite Scale" V=200',dated September 22," 997,arrevised through 11/3/9811 and recorded with the Essex North District Registry of Deeds as Plat .Number 13362 and as affected by correotive Plan Recorded as Plan Number 13727. b, (To be attested by a Registered Land. Surveyor) Lots 67A, 68A, 69A, 70A0 71A, 72.A, 73A and 74A as shown on aplan of find entitled"Plan of Land Forest View Estates, North Andover, MA,Prepared for Pulte Home Corp. of New Englwid, 251 Turnpike Road, Southborough, Massachusetts 01772", drawn by Msrchiond4&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 19, 20, 213 22, 230 24, 25, 26, 27 and 28 as shown on a.plan of land entitled '`Definitive Subdivision Plans for Forest Vew.Subdivisiou, Ratite 114/Salem Turnpike,North Andover, Massachusetts"prepared for Mesio Development ;7rporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by hw is Consultants, Locus Map Scale 1"=600',Tax Wp Composite Scale" 1"=200',dated September 22, 1997, revised through 1:1/3!98, and recorded with the Essex North District Registry of Deeds as Plan;Number 13362 and as affaec�d correcdve Plan Recorded as Plan Nurnber 13727 do conform to layout as 414p4wit&bn �m the above referenced Plans. tic' W. We gistered .and Surveyor c,,°��ss%O 40 NQ Sua�►� C., The Town of North Andover, a municipal corporation situated in the Coun of Esse Commonwealth of � � Massachusetts, acting by its duly organized Planning.Board, holder of a.Performance Bond,or Surety dated March 4, 2003, 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 North District Registry of Deeds, Boob 5247, Page 76 or re istred n andRegistry try District as Document F.-.tiJeV-Uncs�PUt7�-Li�lFole9ivlowlFarmJconfirmazn Cst!!cl ee . - Pry �aw.d Forest View Estates Drawing Date:09/09/03 11/20/03 11 :22 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #21 - 170 Palomino Drive N. Andover, MA Drawing Date: 09/09/03 Remote Area Number: 3 Contractor: Superior Plumbing, Inc Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13R System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 I Make:VIC Model:V2720 Area per Sprinkler 200 sq ftl Orifice: 1/2 K-Factor: 4 .20 Hose Allowance Inside 0 gpm ► Temperature Rating: 155 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.3 psi Required: 56. 6 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir ! Date of Test I Rated Capacity 0 gpm ► Capacity 0 gal Static Pressure 100. 0 psi I Rated Pressure 0 . 0 psi I Elevation 0 Residual Pres 78 .0 psi l Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: l Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 28 Gallons Notes: Two Head Calculation �N OF Mqs s o� ALLAN q�G g CAMERO en o A TE .� J y `��IONAL Forest View Estates Drawing Date:09109103 11/20/03 11 :22 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 46 51.2 psi 1 112" x 11-4" CPVC Reducer 2 ' 120 1 . 610 46 0 .2 1 1'�" Thrd 90 Ell CI 4 ' 120 1 . 610 46 0. 4 1 Pipe 11-�" 40x25 CSC 5' 120 1 . 610 46 0. 4 1 111-1" Thrd 90 Ell CI 4 ' 120 1. 610 46 0. 4 Elevation Change 810" 3.5 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 46 0 .0 1 11-�" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 46 0.0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 46 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 46 0. 4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVx15 CSC 0' 150 1 . 602 146 0. 0 Hydr Ref R1 Required at Source 146 56.6 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 43.1 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 56. 6 psi This is a safety margin of 43.1 psi or 43 of Supply Maximum Water Velocity is 9. 7 fps Forest View Estates Drawing Date:09109103 11/20/03 11 :22 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 : - e Ell 45 - 45 de Ell T - Tee LT - Lon Turn 90 Ell 90 90 deg g g SPEC - Fitting other than above or fitting with hydraulic equivalent length specified bY manufacturer. q g Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1. 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0 .001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0 . 01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths i I Forest View Estates Drawing Date:09109103 11/20/03 11:22 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 Fin 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 30. 0 0 . 12 gpm/sq ft 1 . 109" 2 0 1210" 0. 129 2 . 7 0. 0 0. 0 K= 4 .20 23. 0 120 PV 0 21' 4" 813" 3. 6 30.0 30.0 REF Al 1''," 0 0 1 ' 1" 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 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'"4" 0 0 1 ' 5" 9.7 fps 36. 7 36.7 PATH 2 1.400" 0 0 0" 0. 100 0. 1 0 . 0 K= 3. 84 46. 3 150 PV 0 115" 0" 0. 0 36. 7 REF A4 1;"4" 3 0 68 ' 9" 9. 7 fps 36. 8 1 . 400" 3 0 2710" 0. 100 9. 5 46. 3 150 PV 0 9519" 1113" 4 . 9 REF W 46.3 gpm PATH 1 K= 6.46 51.2 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO A3 HEAD 4 23. 3 1" 2 0 914" 7. 8 fps 30. 7 30. 7 30.7 0. 12 gpm/sq ft 1. 109" 1 0 9' 0" 0. 131 2 . 4 0 . 0 0 .0 K= 4 .20 23. 3 120 PV 0 1814" 813" 3 . 6 30 .7 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: 56.6 psi Inside: 0 gpm SprinkCAD Lot#21 - 170 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 0 gpm Tyco Fire Products " N. Andover, MA Flow: 1540 gpm Safety Pressure: 43.1 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 10040 Suppl 80 P S I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:09/09/03 11/20/03 11 :21 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #21 - 170 Palomino Drive N. Andover, MA Drawing Date: 09/09/03 Remote Area Number: 2 Contractor: Superior Plumbing, Inc Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13R System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VlC Model:V2720 Area per Sprinkler 200 sq ftl Orifice: 1/2 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 123.0 psi Required: 48.2 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test iRated Capacity 0 gpm Capacity 0 gal Static Pressure 100. 0 psi I Rated Pressure 0 . 0 psi 1 Elevation 0 Residual Pres 78 .0 psi I 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 28 Gallons Notes: Single Head Calculation 2F ALLAN G ` LAMER FIRE PRO ON !1 0.3 SIONAL ` Forest View Estates Drawing Date:09109103 11/20/03 11 :21 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 23 44.2 psi 1 11-�" x 11-4" CPVC Reducer 2 ' 120 1 . 610 23 0 . 1 1 1;,�" Thrd 90 Ell CI 4 ' 120 1 . 610 23 0 . 1 1 Pipe 11W" 40x25 CSC 5' 120 1 . 610 23 0. 1 1 11,�" Thrd 90 Ell CI 4 ' 120 1 . 610 23 0. 1 Elevation Change 810" 3. 5 1 11-x" Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 23 0. 0 1 11W' Fingd Back Flow Valve Watts "70 0' 0 1 . 610 23 0. 0 1 11W' Thrd Globe Valve CSC "F15" 0' 0 1 . 610 23 0. 0 1 11W' Thrd 90 Ell CI 4 ' 120 1 . 610 23 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVx15 CSC 0' 150 1 . 602 123 0.0 Hydr Ref R1 Required at Source 123 48.2 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 123 gpm 99.8 psi SAFETY PRESSURE 51.6 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 48.2 psi This is a safety margin of 51. 6 psi or 52 of Supply 7 Maximum Water Velocity 7 fps ps I Forest View Estates Drawing Date:09109103 11/20/03 11 :21 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. r t an o Phead Pressure en head.a p ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:09109103 11/20/03 11 :21 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 30. 0 0 . 12 gpm/sq ft 1. 109" 2 0 1210" 0. 129 2 .7 0. 0 0. 0 K= 4 .20 23.0 120 PV 0 2114" 813" 3. 6 30. 0 30. 0 REF Al 1;4" 0 0 1' 1" 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;9" 0 0 10, 111, 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 1114 0 0 1 ' 5" 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 11'" 3 0 6819" 4 . 8 fps 36.7 1 . 400" 3 0 2710" 0.027 2 . 6 23. 0 150 PV 0 9519" 1113" 4 . 9 REF W 23.0 gpm PATH 1 K= 3.46 44.2 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 48.2 psi Inside: 0 gpm SprinkCAD Lot#21 - 170 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 123 gpm Outside: 0 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 51.6 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#65 140 120 10 Suppi, 80 P S I 60 41 40 - 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:09/09/03 11/20/03 11 :18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #21 - 170 Palomino Drive N. Andover, MA Drawing Date: 09/09/03 Remote Area Number: 1 Contractor: Superior Plumbing, Inc Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities: Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V3610 Area per Sprinkler 190 sq ft1 Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161. 6 psi Required: 61.0 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test i Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 100. 0 psi 1 Rated Pressure 0. 0 psi 1 Elevation 0 Residual Pres 78 . 0 psi 1 Elevation 0 I At a Flow of 1540 gpm 1 Make: 1 Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 28 Gallons Notes: Garage Calculation �HOFMgS o ALLAN ti� CAMER n PRO C N roNA�� i ` Forest View Estates Drawing Date:09109103 11/20/03 11 :18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 62 54.3 psi 1 1'-�" x 1;,4" CPVC Reducer 2 ' 120 1. 610 62 0. 4 1 11W" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 1 Pipe 11W" 40x25 CSC 5' 120 1. 610 62 0. 6 1 11W" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 Elevation Change 8 ' 0" 3. 5 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 62 0. 0 1 11,11" Fingd Back Flow Valve Watts "70 0' 0 1 . 610 62 0. 0 1 1'-�" Thrd Globe Valve CSC "F15" 0' 0 1. 610 62 0. 0 1 1'-2" Thrd 90 Ell CI 4 ' 120 1 . 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVx15 CSC 0' 150 1 . 602 162 0 .0 Hydr Ref R1 Required at Source 162 61.0 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 38.7 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 61.0 psi This is a safety margin of 38.7 psi or 39 % of Supply Maximum Water Velocity is 13.0 fps I I Forest View Estates Drawing Date:09109103 11/20/03 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 considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date:09109103 11/20/03 11 :18 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 30.7 11, 0 0 4 ' 7" 10.3 fps 30. 0 30. 0 30.0 0. 16 gpm/sq ft 1 . 109" 1 0 510" 0.219 2 . 1 0 . 0 0. 0 K= 5. 60 30. 7 120 PV 0 917" 0" 0 . 0 30 . 0 30. 0 REF A4 30. 9 1;4" 3 0 6819" 13.0 fps 33.2 33.2 PATH 2 1 .400" 3 0 2710" 0. 169 16.2 1 . 1 K= 5.37 61. 6 150 PV 0 9519" 11 ' 3" 4 . 9 32. 1 REF W 61. 6 gpm PATH 1 K= 8.36 54.3 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO A4 HEAD 2 30. 9 1" 0 0 417" 10. 4 fps 30. 5 30. 5 30.5 0. 16 gpm/sq ft 1 . 109" 1 0 510" 0.222 2 . 1 0 . 0 0.0 K= 5. 60 30 . 9 120 PV 0 917" 0" 0. 0 30.5 30.5 REF A2 1;4" 0 0 10 , 111, 6.5 fps 32 . 6 1 . 400" 0 0 0" 0 .047 0 . 5 30. 9 150 PV 0 10' 11" 0" 0 . 0 REF A3 134 0 0 1 ' 5" 6.5 fps 33. 1 1. 400" 0 0 0" 0.047 0 . 1 30. 9 150 PV 0 115" 0" 0. 0 REF A4 30. 9 gpm PATH 2 K= 5.37 33.2 psi i r Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 61.0 psi Inside: 0 gpm SprinkCAD ' Lot#21 - 170 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 0 gpm Tyco Fire Products, N.Andover, MA Flow: 1540 gpm Safety Pressure: 38.7 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 1000 Supply 80 P S I 60 40 -- 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) RTH Town o Andover o No. 5 9a �- ]p C, lo Y dover, Mass., T OLAKE COC MIC ME W ICK V ADRATE D APa` 5 ACHUS FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT .. ul. ... . .�.... ... ... ....Ct...................................... has permission to excavate and pour foundation at ...J# �.*/7.......A.A h'1,1!10O_,,,. ........ for the purposeof... � ROo !►�. ��a�. A .A.Woo'!Cf .. �.. .... �s�d person accepting office P PeaC The ting this permit must return to the oce of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. /O ar �00W 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. .00WJ00 .. ............................................................. SEE REVERSE SIDEJ BUILDING INSPECTOR. NORTH Town of Andover 110. Q72000 _ - (`O - LAK40 dower, 4"awle, as COCMICMEWICK �� 0RATEO Pi? \_ C3 1�l u ` BOARD OF HEALTH PERMIT T D Food/Kitchen' Septic System BUILDING INSPECTOR THIS CERTIFIES THAT �� 't ����s � ....�!.. ............ .. ..�.0...................... Foundation' if.?/ #/70 /bio/A hllruo O. has permission to erect............... ..................... buildings on.�. ............................................... ..............................�... Rough 116 t0 be OCCUpled 8S. .........................I........... ...........I.............................. ............................~ . ....� ney 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 relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. /Ot C/// I PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough 40400% .400 ... ......... ............................................................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. SEE REVERSE SIDE Smoke Det. S IP CIFICAMNS PRODUCT ACTION REQUEST m IPBA®R® CODES DRAWING INDEX � �o GENERAL REOUIRENENTS PAR-01-121 DESIGN CODES 1.00 I. work performed'shall comply with me folaWing; DATE 08/21/01 .00 SPECIFICATIONS,SCHEDULES,&INDEX E- A These general hies unless otherwise noted on plans or product BASED ON C.A.B.O. ONE & TAI0 FAK41LY DWELLING CODE 1995 EDITION 2.00 FOUNDATION PLAN _;z spear¢aUan=. 2.01 OPTIONAL FINISHED BASEMENT U B. Al c elicanle Iacal and state codes,ordinances end regu!ctiors. ACTION REQUESTED: RESPONSE: Q p BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION 3.00 FOUNDATION DET-4115 C. In areas where the dmaings do rot actress memadolPey, I.Redraw house per Pulte stenderds I.Red,ew house Pv 4.00 FIRST FLOOR PLAN fie controctor shi t be k-to perform in strict comp!ionce W:in per Its g per far u i sn Ih r '> w z.cresta he.fou,tram q pun ro x"Am roar trusses. ested alternate rrsn un far uric wan roar trwsee.l9.oQl 4.01 SECOND FLOOR PLAN z anufpclurer's specificemns and/or rexmmendalions. i.Lreete hell'-allocation pian wing steel 5eems'n basement. °�P O 2. The general notes and typical details apply thrcugh,ut the 3.Greeted new roundet'Ion pV,uainq steer beeme in INVe ni.(2.00) 5.00 ELEVATION#1 job unless otherwise noted or shown. 11u 3. D 5.01 ELEVATION II1 W iscrepancies: The contractor shall compare and coordinate /OPT.BAY WINDOWS W W all drawings:when In once,pica,of the contract,,,a discreponcy /" 5.02 ELEVATION#1 W/OPT.BRICK W promptly port a tP the A,.mmat tar proper '' BUILDING CODE ANALYSIS # a exists he snail ,1�, O� M before proceeding with the work. / 5.03 ELEVATION 2 4. Omissions: In the event certain features of the censtruct'Ion 5.04 ELEVATION#2 W/OPT.BAY WINDOWS F-••� O �+ �► are n,11111,sn-,,,n the drawings,their construction shall be at U5E GROUP- R-4 5.05 ELEVATION#2 W/PARTIAL BRICK Q y "G' me samc character as rar sm11ar conditions that are snow,or noted. CONSTRUCTION CLA55- UNPROTECTED 5. All Work is to be performed in a pmfessiono]mon,er and 5.06 ELEVATION#2 W/BRICK in accordance with standard practice and cons antWim ufcrurers HEIGHT 6 AREA LIMITATION- 2 5TORY MAXIMUM HOT 35 FEET 5.07 ELEVATION#3 and supplier's recommendedinstallationcalgated a f�D /� �� EMERGENGT ESCAPE- E6RE55 OR RE56UE WINDOWS FROM SLEEPING ROOM5 5.08 ELEVATION 3 W PARTIAL BRICK 6. ) e ons sb t be read or calculated and d. / s ,Y SHALL HAVE A MINIMUM OF 5.1 50.FT. # W/ PARTIAL e o ire rough.,e oared nine se At drawings 5.09 ELEVATION#3 W/BRICK r ai ==s<'0"(1%i" I 0°)sa ass noted tit se. GARAGE/HOUSE CEILING/WALL A55EMBLY-1/2"6YP5JM BOARD OR 5/8"6YP5UM DOARO IF REQUIRED-WALL r 8 CEILING W/20 MIN.GARAGE/HOUSE DOOR. CCori0•ic erouvDA ells / / INTERIOR STAIR PIOTECTION- H)LAYER OF I/2"6YP9UM BOARD TO ALL SURFACES IN ACCESSIBLE AREAS 6.00 LEFT AND RIGHT SIDE ELEVATIONS 1. The cosca;e pmeeaise mall oe as ralmws: 6�D Gv/ B.00 REAR ELEVATIONS Min.cone svengtn Me.sgyregote �jQ n ale, f7 I Y �V/ - OE51GN LOA05- LIVE LOAD FLOORS 40 P - 7.00 BUIIDHvG SECTION •. I ai 2E do's(PSI Sire 5ditw LIVE LOAD ROOF'35 P5F(MN.TOP LORD) - Footings 700C 1/2-I 4'(+/-1") �� .�� DEAD LOAD FLOOR AREA 12 PSF 7.01 BUILDING SECTIONS Sled a, 3000(1NT) 1r2-1 a"(+/-1/2') /' / DEAD LOAD ROOF n PSF(TRu55E51 8.00 FLOOR FRAMING PLANS-OPTIONS grctle 35CJ(C(F)GAIL,GE //wa Ike.) w / / / e� / DECKS=40 PSF Will' 3D00 a'(+/-1/z'y I1{/ /` {/ ///"���+/ I WINO LOAD:0 P5F 2. Co,aretc Work shall conloGr,to all requirements orf ACI-319-89 STAIR LOADS=40 PSF 8.02 FLOOR FRAMING PLANS-OPTIONS and ACI 301nfor ment,wians for struaturd concrete for buildings. SNOW LOAD=35 PSF 8.03 FLOOR FRAMING PLANS 3. A11 reinforcement,dncnoD11lt1 pip sleeves and at inserts 8.04 FLOOR FRAMING PLANS shall he positively secured in pence before concrete is placed. ATTIC.VENTILATION- 2099 5.F./300:1.00 S.F.REQUIRED I' 4 Pravm,95z backliu ompaction at 6°layers at all slobs �� SCJ 8.05 FLOOR FRAMING PLANS and1„tinge. Backfill to be of approved chat fol. `,/ _ RIDGE VENT=56 LF.F.085 FREE AREA/LF-4.76 5F. 8.06 FLOOR FRAMING PLANS 5. Reference foendation nates far reinforcement requirements. SOFFIT VENT-120 L.F.X.045 FREE AREA/LF e 5.40 5F. 6. T„I edge al o m rcl joints Pad at slab m wall)curls. TOTAL 10.16 IF 8.07 FLOOR FRAMING PLANS 7, Al exterior sorb-on-grade concrete shot Contain not less than 5:: 8.08 FLOOR FRAMING PLANS Foam,f In.7%air surammani. �� /, F GLAZING' vin I R Velua=2.65 s MINIMUM R-VALUES OF OPENINGS- Aw,rnwm R valla=1.'.0 8.09 FLOOR FRAMING PIANS 1. Fact6nq depths are shown on the sections unless otherwise Q OOOR5 En:ry R vsUe=14.97 8.10 FLOOR FRAMING PLANS A acted,fwtings shill neer a mmum inial 12°into odginal 560 RVeale=1.59undisiuroed soil and a mini,wm of 2i'below finished grade 9.00 ROOF FRAMING PLAN-CONV./TRUSS 36°-Frecenck(o.ND.At Hotels.T.-hip,PA:City o1-i MD one N$ SKYLIGHTS R vette=3.57 9.01 ROOF FRAMING PLM-CONV. 42"-Rhode Island;48°-Mass.). Where required,step footings to rano or 9.02 ROOF FRAMING ALMS-CONV. 2 nPn_Wher t,1 ve Taal. 10.00 TYPICAL WALL SECTIONS r1 sWhere Conations develop reglirmg changes in ex P,Paons, VOLUME CALCULATIONS- BA EmENT 85 C.e. uch changes shml be mad,ds directed by The Geotechnical Engineer. FIRST FLOOR 4996 c.r. 11.00 STANDARD INTERIOR/EXTERIOR DETAILS 3. Sol inveseg t;on and report: All earth-k,compaction 566ONP FLOOR 15208 c.f. 11.01 STANDARD DETAILS and supervision shall be done per recommendations of soil 5ARAOE 4570 c.r. investigation report. Concrete alae and fhwg cauul,eans are based ROOF 12209 cf. 11.02 STANDARD DETAILS Da 2000 psi volae. a resits test barings indicate lesser va',- TOTAL 59238 cS 11.03 STANDARD DETAILS ory Architect so that necessary structural modifications can be made. 11.04 STANDARD DETAILS DPT.SUNRoom 9761 cr. Q ,,ARP 11.05 STANDARD DETAILS Lumber Gratle OPT.FLORIDA RM. 4454 c.r, I. All j,0is,rafters,and readers shml be,umsss atheneise - 12.00 STANDARD FIREPLACE DETAILS intoe,Hem-RM#2 with the muswmg Tdnlnum allawaba stresses 14.00 MECHANICAL./ELECTRICAL SYMBOLS&SPEC'S .4 and medums of elasticity: 14.01 BASEMENT MECHANICAL/ELECTRICAL PLANS A. Extreme fiber stress: Fb=850 PSI(Repel.member) B. Noriaontm shear: Fm70 PSI 14.02 FiRST FLOOR MECHANICAL/ELECTRICAL PLANS Compression perpendicular I.-grain: F-405 PSI ABBREVIATIONS 14.03 SECOND FLOOR MECHANICAL/ELECTRICAL PLANS D. Mai of e:Psb.ity: E=1,300,000 PSI15.00 OPTIONAL SUNROOM a 2. .Hem.-fir may be eubstiWled,Substituted species shall meet, Ab. ANCHOR BOLT GA. GAUGE REF, REFER TO REFERENCE or P requirements kited above. A'F ABOVE FINISH FLOOR 6ALV, GALVANIZED Reii REIN,ORCING,REINFORCED 15.01 OPT.FLORIDA ROOM G=� S'cr stud erode eoperlies(2 x 4 or 2 x 6) ACJ. ADJALENIIADJlIStAB:.E G.L. GENERAL CONTRACTOR R'_O'0 REOURED 16.00 OPT.FRONTLOAD 3-CAR GARAGE AFT. A60VE FINISH TREAD 6EN. GENERAL RMS. ROOMS Fo=676 ni ALUM. ALUMINUM GYP. GYPSUM RNG R4N5E 16.61 OPT,SiDELOAD 3-GAR GARAGE 1 - Fe=70 psi ANCH. ANCHOR G.L. GLUE LAM R.O. ROUGH OPENING 17AD OPT,WOOD DECK Fat=425 psi $ ANGLE U Fc=675 psi ARCH. ARCHITECTURAL NDWR. HARDWARE RNO RDUYD 17.01 OPT.WOOD DECK W/_F1LORI,Iy1�,t'R . E = 1,200,000 psi P AT HD WD. HARDWOOD 1'CfthJ I"IVGiw��'r� eQ HGT. 6C. 5AWC'J1 W000 NGN R D RAnI D SYST US BD. BOARD HORZ. HEIGHT SCHEM SCHEMATIC I �,-*0"n"y�/C� : BLO6. BVILDIN6 HORIZONTALAORIZONTALLY 2,OI O L ASVj HIFr f r'1 � �°R'� truss diagrcros show design intent only. Truss manufacturer to HR. HOUR 5HLF SHELF verify all Spans,dimensions,pitches,etc.and submit shop BM BEAM HOAR. HEADER 51 SHEET �,00 � ��I I LAK' R i ' �kY 'J.j� SIM. 51MILAR �n \ drawings prior to fabnaatlon. - BL E. 6LOOGKMNG HB HOSE BIB �D� 'K„ �-7�GA-� �aAnT / L�� 16' F n! 1 Floor Trusses BRE, BEARING I.O. 111510E DIAMETER STL. SSTE TAELE555TEEL '•L`�1 ly 1. Floor ties:pre-engineered trusses, Floor truss ERIN BRICK INGR. IN GROUND 5TRULT. STRUCTURAL g �m� m,n,f to supply shop drawings one erection drawings.Shop drawings 65MT BASEMENT WELL. IIJ5ULATION SUSP. SUSPENSION • �Wa Wag must be seals:by P professional engineer registered in tie INT. INTERIOR 510 SLIDING BLABS DOW 9 veining jurisidndn. L.J. CONTRO'-J01N7 L 5. INSIDE LORNSR 50. SQUARE 2 Floor Tresses shot be designed t,FmA delleai,n m 6J kL CENTERLINE REVISION TRACKING -/ CAA) CONCRETE MASONRY UNIT JT. JOINT far live load arc lot a dead loud o1 40?5F+i6 PSF +xme c,mistirq COL. COLL',MN TO TOWEL BAR 166 TONOVE AND GFOVENCCF` 'dsharres lspar. the d_aucH,n Of the shodesl span Shall govern. CONC. CONCRETE K51 KIPS PER 5QVARE INCH b � H'� € N 8� 'n TOO TOP OF GRADE TION tis Joe ehefeS span shall govem. - GOND. CONT AO TFµ' TW ff FOUNDATION WALL 0I-121 08/21/01 L',:DATE Dl•V.aS '�2z a Jas t LW:i. -CONiN:UWS LT.WT. LIGHPAEIGirT gI ^ 1 CON51' CONSI.RUCTION LT. LIGHT 7YP TTPICAL Q W cop I Yrc� i. -joist Fre-engineered joists.1-joist nanufacturer to supply i TREAf) o€ _ _ Ir s sec'ed b a rofesSonal engineer registered Cis(. COUNTERSVMK LT, LOUVER iR. TO'WEL ROD S ==-nc ng c y p S cgs=red CO. CARO OPEh'IN1G lT. LAVNWY IUB TRFL RIFLE in the e9arer g I n Connections d details shall be as slaw, CANT CANTILEVER w on plans, . C7. CERAMIC TILE MA5. MASONRY JAD. UNLESS NOTED OTHERWISE - � +- 2 Floor -t stall b designed i '1 deflection to L/490 CCG. CEILING MAT. MATERIAL 9`i'�sq 3 CM. CROWM:MOULOERT. VERTICAL for Iva load d f dead load o1 40 PSF 12 PSF Rooms Cons sing CR. CHAIR RAIL MAXMA%. MAXIMUM V,LF, VERIFY INFIELD `-� C3ZV3 •' t. of ow, lerghs the aeflecton of the shortest span shall govern. MOO _ pan s P govem. MEDIUM'"Illy OVERLAY MEIN. MECHANICAL the shortest s A II D DRYER MIN. MINIMUM WI wrtHNER Roof Trusses d PENNY MA50NRT OPENING WD. 'WOOD 1 1. P.cof Trusses: Pfe-EnyuneeRd trusses. Root tm55 manufacturer to supply DBL. DOABLE MTL. METAL WWF. WELDER WIRE FABRIC shop drawings and erection cicNincs serfs,by a professional engineer registered �W DIAMETER WO OR W'/0 WA!KOVi in the urisdidbar.Connections anc Ketols shall be as shorn DIRECTION NIC WNW WINOOM' g,xernmy 1 ON DOWN N07 IN CONTRACT an plans. OR. DOW IN75) NOT TO YALE - M v Dom. DDRAWIW R OC. ON CENTER. D.-_ DOvASPOVi OPER. OPERATOR Cm. DETAIL O.N5. DPENItr, GR055 F/N/5HE0 0 DR` ANTE 50UAREFOOTAGE5 50UAREFOOTAGE5 EA EACH OPT, ORIENTED SiRANO BOARD DRAISN EY: EJ. EVAR51NXINi 17R OUON ROV P FG?$TFZGG.4 /649 F/RSTFLGOR /649 ELEL. ILECTRe� I/5 ONE SHELF .�ECOMJFLOOR /67y $ECiCktp COOK /679 ELEV. EQUALnw ,5Y AMAL 33P8 ,5G(9TOTAL 3316 DA.1E:area/m EQ. EQUAL PL PRECAST GRT f//r/1$f1E�13$r11T 4/f. FN No.l DAE Exp, EQUIPMENT PBD PARI10.E BOARD E%P E%PAN51oN EXT. PL. PATE GARAGE 464 REL RGGM 550 01-121 OB/21/01 EXTERIW EE EACH END PNL. PANELA�MENT 57-6119r /96 Palo' PLYWOOD T07AL 3300 BATH 54 P/C FLOOR COVERING CHANGE PREFABRICATED .'D. FLOOR DRAIN PR PAIR $70RAGE /24 Joe NUMBQ2 PROJ, PROJECT/PROJECTED FIN. FOUNDATION P51 PRUNES PER BO.E A FCR' FLOOR P5F PouupS PER 50FT. TOTAL 5331 FF FREPLACE Pi. PRESSURE TREATED RE RATED A1214TB FIM FRAME GPT FCO'7/OA RM 740 Fi. FOOT/FEET WAD. GUADRUPLE FTG FOOTING GPT-'1394 SHEET NUND[R � TOTAL GPI t r 0 0 SP-CABO.DWO re,05/05/9AY 6/30/94 ABBREV © COPYRIGHT 9601 Pulte Homes OF IOi_p. Fd_'NDATION!a OPTIONAL—� MASONRY FIREeFE 18110 DN A 1610 DLI — N W 0 13 w N (Y)3x10 W/ O W/ 3J a s E°. 2J•! a EE. __ 1.01 — -------------- ———— ----1------ ———— — ------------ — — �y ------ -----------------------------"—� F+9 UZ i.F.W B'-B' I T NIM, U' AB CV. I.RtFERENCE PRODUCT 0 O 6fRIFY LCS P SIZoe AND''O1 LOCAONS TION DECK w 2.00 NOT SUPPORT WOOD DECK z'� FROM ANY CANTILEVER FLOOR 11 NOTE: O SYSTEM, REFERENCE THE INFORMATION O Si�.EiS FOR ADDITIONAL INFORMATION W E- PARTIAL FOUNDATION PLAN - DAYLIC-W 55MT.COND. 3 PROVIDE DRAIN TILE AROUND C ON PLAN OPTIONS: PERIMETER OF FOUNDATION 15.01.d 15.02 FOR OPT.REAR IF RM A5 F.EO 0 AT APPROVED O GEOTECHNICAL REPORT. 4.PLUMBER TO VERIFY DRAIN j LOCATIONS FOR ALL 1U6/SHNR ^^ 8 WAVARIATIONS.TER CL05ET5 FOR ANY o I..In, fOUNDATICN o OPTIONAL (;F�u W1ma. MASONRY FIREFLACE 5'-0" B'-8" ALL CASED OPEN(:YDS SHALL 9 , 9862 DN SAME IS r 1.^5s --r13J Im0EE/ _ 701---_---- (7Zu.lo El— --�LT(p WKLAr-- �_--- Ip1 ALLEY tLFLWIIJ00W IORSE d758w'AFED OTHERWISE 6/ YaD __ (2)2 x IO W/ �"�^� ALL WALLS SHALL BE 2 X 4 VNLc55 NO ` �-- I .F.UNO. f' --___--- EE.— II --T_r-- ----,�-- 1 SET ALL BEAD.WINOOW5HDR5E025/B°AF.5.UNO. REFERENCE CORNICE DETAILS FOR 2nd FLR.WINDOW --------------- -------- --------------------------------------------- HEADER HEADER HE I6HT5 REV Y-d' SIP :..-} THIN SET ALL CER.TILE OVER 5 PLY 66 5/8"UNDERLAYMENT T.F.W. I D'-0' ALL WIN000.5 SHALL BE TRIMMED PER S°ECIF.LEVEL 5E7 ALL TUBS ON 90/FEL7 I VERT I PROVIDE MINUMUM OF 4"RETURNS E ALL OPEN N65 .p MI y�W^' ALL ANGLED WALL5 E 45 DEOREE5 U.N.O. V t AJ MARTIAL FOUNDATION PLAN - WA KOUT CON ENTRANCE DOORS&WINDO'NS W(I X TRIM E BRICK STD.LOCATION �� CONDIIIO:V5 SHALL HAVE EXTEND JAM05. _ OFT.FRECAST BULKH=AD W/ , 1 VALE:I/4"•1'-0" ALL BRICK 5URROUN05 AND OUOIN5 SHALL PROJECT I" 40"MA.N FOUNDATION WALL ,y ' F1 OTE REF.DTL.A-3.00. �i.On r�_--------r - FOUNDATION a OPTIONAL T1A5OMRY FIREPLACE 15�00 10.00 I� 7.01 j �— - — — �I -- I r_ I r_—_n —r — ---------- ---------- — —�---- —1r I --———— 'J -- ---------- ----- ——————————————————— - ----- 1 BO"X IF SLIT.VOW-SET � � I_ ._I o ———>,———— RUSH W/iIX'OF i➢li WALL- I 6M 7,F.W.Y-8' a 0 _ T.F.W.7'-8 .d 14- OMIT m WIG COND. suNP UMP KRIFY L .V VERIFY L TON —— —� 30'X 12'BwT.WUW-SET FLUSH W/TOP OF FDN WAL- JO"%IT dSMi.vaw-sEt IC'X 12'8 .no8-SET OMIT m W/0 CORD. slay ELEV. RUSH W/TOP OF FON WAL- FLUEN W/TOP FDN WALL- NORf t0 SIDE OF SUNROON 0'-0' WIT 0 W/0 CORD. all m W/0 COAD. .. 1000 l 3",x u GA ADI. 3".x o Ga aw. - _ T F.VI.7'-• Mi STEEL CO!tPIN ON STEEL COUJ"N ON ".x IIGA ADI. I 3".x IMA ADI. � O 5TEEL COLIPW ON I STEEL U4"W ON 36"x 36"x 11" 36'4 36°x 12° 24"x L"x N" � 24 x 2-0 x 11' O O CO-(CRETE FOOTING ONCRETE FOOTING CONCRETE FOOTING o CCNCRETE F TINS SLAB El I o w r3J E1MB. /r3)`5 E14B 10.00 UNF�NI�IE BASEMENT ANT LOAD FROM ABO E /o" I 0 W —, INT_ OI^ABOVE O FRR*rnu n1K)I Pzlu 41-13/4'x e 1/e ,�- SIaJq/a- FR* r lal L rnK) —J �0 L 1KJ sIu LocanoN I I �- J _ ___--T_e_r--_- -- --- —J L_•x� ______ __ 51!L' TROWN (2)3 1/2".x I*A ADJ. 700 -"- - I'—4". II GA ADJ, NO- Al II GA ADJ. Li ASOF i__-NE OFA LINE CHASE 5TEEL Ca!d'N ON STEEL COLUMN ON PROVIDE 1/2"GYP. ^'�` STEFL rOI.UI"N ON AS ——————————— ——————— _ 7.00 ABOVE CONCRETE Fb".L IO CONCRETE 36"K 11u - 2!"x <"x12"-,x ''' I HICK o 1I. r-------- —'�— �:------- ' BD.i0 UNDERSIDE 36 x 36'x p" OF STAIRS AND CONCRETE FCOTINi _ - _ - W/(3)°.EWE. n I W/(3)+S-.WIS SE LLB W/FIN'ISNED F.T. TCN W/(3)15 EME), ------- POq(":W —.�. -------, g r-----r r' -N 1--r "c -- VkRfii—� - I N 1 1'Ir Lo; _ s BASE CONDITION. cc iCRET• Y-aclYsTtN'1 NA l / E E, I,. I I % V I Y II tl V II II Y - a g <� _ .. FDnx>�6. 2 s PAa Orae ff _a Dun m w D OND. CPT.PLDus1NG O u Tr.w.1- collo.( ') a—� S.VV 1TOP OF N AA1 L- s= OPT.BATH O d. D L==---=az-�= Rush w/top O FDN wA!L- 3a" e /„C ,f-- OPT. 'RAIL. g y - MOVE TOOM O SL'N'ROW nWMi E; A I...� /11I i is y H app I i tBbEEP w/.4 1 m`� �._ ' ' ' As REO R 4 �..._�� �I'I '°�ag< -___ _ TF.W.7'-8'08'ESIAi" I I .w. GARAGE - _._......_..._.:II + /fFAIRT. 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DAWD W.GaTTIHS TITLE p T Try yl�� 7E�A C m AM IHA7[Dj W0NM) CHTPNEPARED ON APPROVED DY ME,AND OT 1 �JLTE NORTHEAST AN A RAYDON OCENYD LIONOD AROIIIF.C7 IMNEA iNC LAWS a lliC CCLLOWNG JJNIS6 GN5 WELLINGTON - 1999 Q A o g x DELAWARE 6189 RHODE ISLAND 2354 \m MARYLAND 7745-R MASSACHUSSETIS9857 10302 EATON PLACE, SUITE 180 NEW JERSEY AI-13967 VIRGINIA 6718 o S.CAROLINA 01417 N...NA 6362 CONVENTIONAL FRAMING FAIRFAX, V1RG1N1A 22030 PENNSYLVANIA RA-0151660 3 LPI JOIST HOLE CHART `- ^e i _ wn -0 N zz <z z o, ' _ U _ 3 (7 _ 35' ' MATERIALS ALL ELEV 2 (� DELETE HJOISi 131 2 a 8' S E 22' 5QLIA5H EL0LK5 _ _ _ _ - _ - p e 190: I-JOISTIEb� 3617 ego' 2x4xF5 b' - _ b p. 6 B AOD HANGERS 3?C5 ITT3 .6 er ITi211.86 4-7C5 90 d B [ e W L4 2 ` OPT. @ 5ONRY FIR LADE _ w _ _ a 2 SCALE=11 -I'0° FL0 2� 3 8" I200R,0 12110c UNO. MATERIAL FIRST FLOOR ELEV.'I'2 6' - 3 - W' DEL ETES FJ015i 8 B 32' SQUASH ELOLK5 1 ADO IJ015T2@33'4 P35' 2x4x1-15/Ib ADO' PL505B P.IM BOARD Ma TE.IPL:SECOND FLOOR ADD(1)3.1/2" P II-7/8"FLU5H LVL e 10' _ or(2 31411 x 11-7/6"FLU5H LVL @ I0ABV.REAR BAY ADO'HANGER5 M1`65.ITT311B6 or ITT211.88 ABV.REAR 54Y - OPT. REAR BAY WINDOW 3 3 5 r @ DINING RM. DPP BE EFF N 2x4x1115r16 e 5' -- 6 PL5 CALE!I/4"=I'0" q iq4 7/5°LPI 20/260.@ 192°O.L.TYP.(UNO) 5 3 MA RIA FIRST F EL .'1 12 13 u $ 4 DELETE I�JO15T 0 B ' 0 22' ADDS FJ015T3¢5' Ie6'-IB7'-�e9'-1 17' ADD=I-JOIST I E 21-3622',I€33-3 e35 0.00 HANGERS 12 L5 177311 88 or ITT21I 88 OFF BE -RE FON. AN a€ a ADO'3-PC5 055 A BOARD g a 2 3 BATE RI V'I ' /12) 3' 8"FLUSH LVL P I0' L SH BLOCKS 1-7/B FLU5H LVL 6 IO ABV.REAR BA "-PC5 ITT31188 0-ITT211.6E ABVREARiT 2.'x11-15/16H-7J6"FLUSHLVLEIO'A SIOEBAYMATER O EV'I'2'DELETE: 01574632' P119E & REAR BA WINDOW ADDS HJ 5T'5e5'-3E6'-4@9'- @17'-IP'tl' 3E22' bADO'H 6C5 ITT31185 or ITT211Bd o wADD 5 .02 a 'I.O2 MATF.IAL. ONDF ORE'EV'1'"'3 NG RM. �- FDD(I)1-3/4"x 11718"FLUSH LVL P 10'ABV.5119E BAY 5 a F 117/E UPI 20/26A P 192"O.L.TYF.UNO -- 3 OPT. 5119E EAY WINDOW 3 A'_E'1/< 1 @ @ PININ6 RM. P5' 1e5' m �b FARr SCALE:1/4°-I'.0u m 11 715"LPI 20/26A @ 192"O.L.TYP.(UNO) s IFFI REF AM - o W w OM 3EAI RE FO AIRF WEE BEA -REF, DN. AN� 2 f;NM cN ,p \ MATERIAL 5 5 ,IPS IBS' - 3 - P p 1.02 a 2' 35' e 2' 1.02 1.02 6 3 . 6 9gggg9X IP5' IES' 3 r gs � 6' g5 m 3 S 2 p 3X S NOTE5 �ZSim Q 1.REFERENCE PRODUCT ?� n SQUASH ELOGKS 5P-61FICATION5 FOR DECK 1 Q ASH E OLKS 5¢E AND LOCATION 'p e 2x4x11-15 Ib' 2x4xi 1-15/16 2.190 NOT CUPPMRT MOOD PECK SQUASH BLOC; SOUA H BLOCKS RIAF A 00 EV.' e 4-PL5 FROM ANY CANTILEVER FLOOR 2x4x11-15/Ib" 2x4 I-IS 16��r; DELETE' -JOIST 7i E" a I2-PL5 SYStEM. fns 3 ADDS NJD15T 665- @b'-I@7' "B9'-IP 10' 3,PLUMBER TO VERIF7 DRAM c µm� as 5 FL5 V 4 L5 ADD I JOIST MATERIAL-FIR5T FLOOR E!EV.'I'2'3 LOLATICN5 FOR ALL TU0�514WR MATERIA'_FIR$T FLOOD.ELEV.'I. 12.'3 APP, HAKG'cR5 24-P 1773110.0 or 117211.88 g WATER CLO5ET5 FOR ANY � MAT/,,F',T FI F 'I DELE iE' -J015o 5 E 32 "'YYYDELETE I-JOIST 3 @ 321 - A00�5-PC5 OSB RIM OARD Y ADDS I-J/ VARIATION5. kV' H: JI5T 2.2'-2€9'-2f 34'-3@35' k<" Edi ADD IJOIST 6 P 5'-6 E b'-B P 5` 1 E 10'-3 P?' OEL E: -JOIST 4 f 32 A:ERI E V' FDO'HANGERS o-FLS 177311.88 or 177211.88 imp AOD HAIJGERS 24-?L5 ITT311.85 or ITT211B6 AOC' I-JOIeT 3 B 5'-3 P 6'-4 @ 9'-16 17' 1 B 21'- e 22' ADD'III 1 3/4°x %8"F!V5H LVL e 10'ABV,SIDE BAl B LIVING ADD: I P65 056 RIM 60480 NOTE I.I-JOIST LA!J BE MOVED AOD 4-PCS 053 kIM 000.20 POD'HANG:RS 12-PL5 177311.80 cr ITT.1183 ADO 1 3/4"x I 7/8"F!USH LVL e 10'A5V.510E 5AY P OININC 9'RIA! L FLOOR F EV'I'2'8 AMA%.OF 5"OFF CENTER MATERIAL=SECOND FLOOR ELEV.'1 7 7 ADDS?-PCS OSB RIM BOARD ADO:(1)3-1/2"x I-7/8"FLU5ii LVL 9 10' ADDS 3 1 2 x 11 7 6 FLUSN LVL P 10 ADO III-3/4°x I 1-7/0"%5H LVL P 10'A5V.SIDE BAY e LIVING MATERIAL.SECOND FLOOR ELEV'I'2'3 or (2)1.3/4"x I1 /8"FLUSH LVL B 10'ABV.REAR BAY r(2J 1-314"x I 1-7/8"FLUSH LVL P 10'ABV.DAY (E.G.,19.2"-14.2 14.2 19.2"O.G.) AODM :i 4"x IIT/0"FLUSN I_VL P 10'ABV.SIDE BAY R DINING qDD:(H 1-3/."x 11-7/15'FLUSH LVL @ 10'ABV.SLOE BAY 0.019 HANGERS C5.177311.88 or ITT211 E8 PBV.FEAR DAY ADDS H?NGERS 6:PC5.ITT311.8b cr 17721188 FBM,BAY OPT. 5119E BAY WINDOW OPT. SIDE BAY WINDOW OPT. IDE BAY WINDOW OPT. FRONT BAY WINDOW @ LIVING RM. & PIN IN6 RM. @ L IV IN6 RM. @ L IV IN6 RM. & 5119E & REAR BAY @ DIN IN6 R @ LIBRARY 5CALE 1/4":Ib" SCALE'I/4"•I'-0" SCALE I/4":0-0" 5CALE+I/4":114, LPI REV1510N5 DATED 05/22/02 EY OEAD-JL II 118"LPI 20 1ajA P 19.2"O.L.TYP(UNO) 117/8"LPI 20/d�:B 19.2"OC.TYP(UNOI II 7/8"LPI 20 i�e 192"O.L.TTP.(UNO) 11 7/5"LPI 20 My @ 192"O.C.TYP.(U:N01 LPI REV 1510N5 DATED 04/03/02 EY 05AO-JL " LFI RRV1510N5 DATED 03/28/02 5Y OBAD Daum ar: LPREVISION5 DATED 02/16/02 5Y 05AP I-1/8.OS3.RIP.JOIST-FASTEN TC EACH 1-1/B'OSE REIN'F^_RCING EACH SIDE-FASTEN TO JOIN DOUBLE I-J]TST BY NAI!INC THROUGH NEB JOIN DOUBLE 1-JOIST BY NAILING THROUGH WEB 2x4 SQUASH BL CCK CUT 1/16'TALLER THAN THE 1-1/8'USE RN JOIST-FASTEN TO EACH FLOOR JOIST USING t-IOM NAIL PER FLANGE FLUSH LVL r STEEL BEAM PLC- JDIST USING_!-l0i NM' IEP FLANGE �I I-JFJ[S T ❑N END WALL EACH FLANGE W/IOtl NAILS @ 6'a/c STAGGERE➢ WITH 2-ROWS Ba AT 6•o/c INTO FILLER BLOCK WITH 2-PONS Ha'5T 6'o/c INTp FILER BLOCK DEPTH DF TME I-JOIST. USE UNDER FIRST FLOOR REFERENCE PLAN REV No.l DATE 1-JOIST OR RIM BOARD INTERIOR BEARING WALLS 1 1-!/5'CS5 SLKG.FNLS, !-!/Bel 3/5"OR 7/E'OSB NATE'USE VES EiLLERS 6 WEB_ 2 x c eCURSH HLOC< 1_1211�8/zl/�2 BETWEEN EA CANT.!-JOIST 'HET WSUBFLOOR STIFFENERS IF REQUIRED BY O/4'DR 7/8 \ NOTES USE WEB STIFFENERSF L, ]/4 02 r/eCSB SUEFLOOR DECK LOCATION IF IF R_CUIRED BY THE HgNG_R 7 OSP S'JBFLODR 3/4'OR 7/8'USB THE HANGER MANUFACTURER ]/a•OR 7/8.OSB MANUFACTURER SUBFLO^_.R� SUBF'_C7R- JOB NUMBER I 5114 6' -T G1214LPO0_19 2 X CANT 24'MAX. � I n SHEET NUMBER USE CONTINUOUS NOTE,USE ME9 RIM JOIST DEPTH SAME 3/a'OR]/P'OSH STIFFENERS IF RIM JOIST DEPTH SAME SUBFLOOR NOTED ON LAYOUT AS FLOOR JOIST DEPTH TALLQ'oo PS FLrpR JOIST DEPTH 24•MIN. qr LBRG.WALLS l BEAMS WHERE HANGERS NOTE'USE OB'-.SQUASH BLOCKS U NOTE:USE FOR JOIST 16'DEEP OR LESS UNREINFORCED CANT. 44E USED DHLY IF NOTED ON LAYOUT NOTE,USE FOR JOIST!6'DEEP OR LESS TOP MOUNT I-Jpi ST HANGER SHOWN L RIM J❑IST-BAND 2, RIM JOIST-ENDWALL 3. CANTILEVER 4, REINFORCED CANT. 5. DOUBLE I-JOIST 6, DBL I-JOIST @ BAY 7. SQUASH BLOCKS 8, RIM JOIST BP,ND N SQUASH BLKS 9: FLUSH BEAM C COPYRIGHT 2001 Pu Homes >� ' LPI JOiST HOLE CHART m o aaa aaa o �zzz �zzz _ r_1 E-CAi a R o ❑ o � .. °'zzz ,o � m U G STUD WALL '._RE cZ. T 0 OLCUR5- EF.PLAN g '� 401 a CV III 'I%4" fid"LYL P _ _ 21'5 TIOM FLU5H,AB`d FL.RM I _- or 4 1.3/<'x 19'LVL P 21 60TTVA FLU5H.ABV rL.RM e _ �r or WI0x45 BOTTOM FLUSH 571.SEAM REF PLAN 3/4°PLY Wp. y 0.'E36 FILLER 1 7. - Q MATERIAL'P S�LOND F TOF A' L"cVATION`+ /� 'I ��`` ADD (I) id"LVL&21'BOTTOM FLUSH,ABV FL RM DE AIL @ 5UN RM. �.1 TEP-D c 3W or 141 I-3i<°x Id"LVL P 21'EOTTOM�FLU5H A3V FL.RM �€ o WIQx45 BOTTOM FLUSH 5TL.BEAM REF PLAN ADDS HANOER5 12-PL5 IUT312 or IUT211 FACE MOUNT ABV.FL.RM og « o SECOND FLOOR FRAMING PLAN @FLORIDA RM. 5,:1/4'=I'0° ElH 11 7/8"LPI 20,41p P 192"O.G.TYP.(UNO) 161-0'P 192"O.C. _ 2 3E R ND. AN c'^ z MA R ELEV 3 P FRO AY 1�4 MATERIAL LIST64N Ti ARST R 11 9 44' 47' BA Jpo E �4 T A P 5T 111 10 4 5 N 44' 26 € MAT RIALI FIRS FL00. V I W 'IN 'S �S 3 5 2 44' _ 47' EEL EPIA REF DNP N wN1m r � LLLSSS a S s� SQUASH 5LOCK5 ONT 2x4x11-15 16 � 8 o MATERIAL @FIRST FLOOR El EV MAT RIPL; �' s S Z fFIRSTF OOR APV 283 _I: FJ I5T 4 6 2€11 14 P 321 DELETE 15T 4 e 4 p 16'�5 P 321- p 35' 22-PC5 MAT- -R14:P A MATERIAL P N °L REFERENLE PRODUCT ADD' -JOIST 4 E 2d''10 f 44 ADD' FJ 15T II 2 24' SPPCIFILATIOAS FOR DECK WDA I J015T 4 P 28'-9 f 4<'- P 471 NONE REQUIF.ED SIZE A P LOCATION A7D'3 056 RIM BOARD MATERIAL P FIRST FLOOR ELEV. V!/OPT.FRONT BAY WINDOWS h1ATERIAL-@FIRST FLOOR ELEV 2 L 3 W/OPT FRONT BAY IINOOIVA AOD'74-PCS 2°x4"xl-I I6"5QUA5H BL0LK5 D°NOT SUPPORT EWOOPVER DECK ig O1 D=LE iE1-JOIST 4@ 16'� 35'- DELETE' I"JQ15T 4 f I°'- E 3A' FROM ANY CANTILEVER FLOOR 0.DD HJ015T 4 f 281 5 E ADD' I J015T 4 P 28'-2 @ 44'-9 147' SYSTEM. PLUMEER TO VERIFY ORA N c FIRST OOR FRAMING PLAN @ LQCATIINSFOR ILL TUB ISHWR FIRST FLOOR FRAMING PLAN @FLORIDA RM. &WATERCLOSETSFQRANY - � OPTIONAL 5UN-ROOM ARIATI°"5 g � wil 5CA1_Et 1/4"=1'-0" S wU 11 7/81'PI 70/a�kP 19.2"O.C.TYP.(UNO) 5CALE'1/4"=1'-0" NOTE'I.I J0157 GAN 6E MOVED Z S�zv1 117/6"LPI 20+`�A @ 19.2"O.C.TYP.(UNDI .A MAX.OF 5"OFF CENTER (9.0.,192"-24.2"-14.2"-19.2°04.1 4 LPI REVISIONS DATED 05/22/02 BY 05AP-JC LPI REV151ON5 DATED 04/03/02 BY ORAD-JC LPI REV151ON5 DATED 03/28/02 BY OBAO o D.RAMN eT: LPI REVI510N5 DATED 02/1"0/02 BY ORAD ) MH 1-I/6.OSB RIM J^_IST-FASTEN TO EACs' 1-1/8'OSH REINFp.RLING EACs SIDE-FASTEN 1❑ JOIN DOUBLE!-JOIST BY NAILING THROUGH WEE JOIN D0L'ELE JC'.ST 3Y NAILING THROUGH WEB 2x4 SDUASH BLOCK CUT!/!6'T..!-ER THAN THE 1-1/6'DS6 RIM JOIST-FASTEN TO EACH DATE:8I2B/OI FLOOR JOiS7 USING I-ICd NAIL PER FLANGE FLUSH LVL STEEL BEAM FLOUR JOIST USII:G t-IBtl NAIL PER FLANGE !-JBIST ON END WALL EALN FLANGE W/IOd NAILS p b'o/c STAGGEREC Wiln 2-ROWS 6d Ai 6'o/c INT❑FILLER B!-uCi( VITF:2-ROWS Ba AT6'o/c IM1'TC FILLER HLOCN DEPTH OF Ti1E!-JOIST. USE UNDER FIRST F!9OR REFERENCE PLAN REV M1'a.l pA1E I-J❑IST OR RIM BOARD INTERIOR BEARING WALS 2%4 SDUASH BIC 777 8'OSB ELK&FN'L S. 1-1/B'CSB BLKG.PNLS. 3/4'OR 7/B'CSB NOTEOM' USE WS a WEB ��/� OR J/8' / HEi WEEN Et CANT.I-JOIST BETWEEN EA.CANT,I-J21: SUBF!O]R� SREQUIRED BY �'�% 3/4'OR 7/B EALH SID_AT E%TERIOR NOTES USE WEB STIFFENER S OI-1211 O9�2I/Oz CSB SUBFLppR� 3/v'CR 7/3'CSB / /$//J/ OSH SU6:LppR DECK'_CCATIOY [F iEGUIREG HT THE HANGER TMANUFACTURER \ SUEFLOLR 6'GSB MANUFACTURER-, SUBFLpGR� JOB NUMBER �� iA5'MAx, § G1214LP02l92 MAX.24'MAX. SHEET NUMB❑tANTRIK JOIST DEPTH SAME 3/5'OR 7/E'^_SB USE CONTINUOUS NOTE'USE WEBPS FLDGR JOiSi}PTH S!'BFLO❑R 424'MIN. 5_�'LONG FILLER BLuC< FILLER BLK. ' STIFFENERS IF RIM JDIST DEPTH SAME NOTED pN!AYOUi AS FLDpR JOIST DEPTHQ.OF�U: U /JATALLBRC.VALLS 6 BEANSWHERE HANGERS NGTE•USE DBL.SDUASH BLOCKS n^TE•L'SE FCR JDIST:6'REEF GR LESS L' , ARE USED ONLY IF NOTED ON LAYOUT NOTE-USE FOR JDIST 16'BEEP OR LESS TOP MOUNT 1-DIST HANGER SHOWN 1. RIM JOIST-BAND 2, RiM JOIST-ENDWALL 3. CANTILEVER 4. REINFORCED CANT. j, DOUBLE 1-JOIST o, DBL, I-JOIST @ BAY 7. SQUASH BLOCKS 8, RIM JBIST-BAND W/ SQUASH ELKS, s. FLUSH BEAM C CO-YRIOHT 2001 Put Homes OF LPI J❑IST H❑LE CHART aaa aaaZd �o 1 fizz ? W wN �/ oaaa ;R -_ aaa zz a o rr'4 � �Y V °�zzz� N-b K - 04 wz 12"O.L. //// Y1..l� V L . 3im aw KZ7 NOTE:R'OPT.WELLED EXIT .e 19.2"c/c 91 ITT e ADC:N 3 1/1'9 Al(2)I n _ 3/4 X II 1/B !V ADD:HA`YERB 4-PCS.ITi311EB w ITi11L8B 2 2 - - - - 5 'w 161 10 5 111 111 J 1 11 116 911 1 11 20� 22' 20' 32' _ 16' _ 32' c u DEL.e SINGLE::'AC SYTSTEM z USE LUT OUT5 FROM 20 I-JOI5T5 -+ DROP P BE Ri FO.PLANAA m s w w a �w � I N wpm �Faq MECH.LHA5E P OPT.51NGLE OVAL SYS iE61 STAIRWA" E g^+ ` �� DELETE MECH CHASE a GBL.HVAC 5Y5TEIt. AOD 10015T 6 20' ADO HAh'GER5 2-PCS ITT31109 or ITT211 89 P T' O A B a ADLdt D HANGERS 2-PC5 MIT3118a 2 or MIiY11.88-Z g R <wgw N 5 � � � MELH CHA5E P DBL.HVAC 5Y5TEM o g w 10 41 Z 5 SQUASH BLOCKS '' In �` 5 O 2x4xll"15/16 � � O 5 2 36"PL5 MATERIAL LIST ^- _ I FIR5T FLOOR WALL MATERIAL L15 ELEVATIONS 2&3 11-7/8"LPI-20/26A I-JOI5T A, W 3-12 x111"BB LVL Z@!-163"1@4-2@7-268"2@161 'rr 11f16"18f20-5€22-11@32"2635 G e - e -I 8 xll-7 8 x12 OSB RIM BOARD Y i� 12-PLS H NOTES: HANGERS SIMP50Ng I. REFERENCE PRODUCT 13-PL5 17311,88 DF ITT21 5PE6196ATIONS FOR DECK 2"PLS MIT311.88"2 or MIT211.88"2 SIZE AND LOCATION B 2.00 NOT 5JPPORT WOOD DECK b u FROM ANY CANTILEVER FLOOR 3 5 w a oY5TEM11. 3.PLUMBER TO VERIFY PRA)N n LONE FOR ALL iUB�5H'WR � VARIATIONS.AATER LL05ET5 FOR ANY g & V NOTE:1.1-0015T CAN BE MOVED - N A MAX.OF 5'OFF CENTER IE G..192"-24.2"-14.2"-19.2°O.L.I oZE Fa a FIRST FLOOR FRAMING PLAN — ELEVATIONS # 9, 3sg SCALE=1/411:11-011 -- 117/8°LPI 20 G"RM @ 19.2°O.L.U.N.O. m LPI REV1510N5 DATED 05/22/02 6Y QBAO"JL LPI REVISIONS DAZED 04/03/02 6Y OBAD-JL 77 LPI REV15IONS GATED 03/25/02 BY OBAD DRaAN eY J LPI REVI51ON5 DATED 02/18/02 BY 05AD WH 1-I/9'GSB RIM JCIST-FRSTEN TO EACH ➢ATE:9176101 !OOR GSB.RIM J3:ST-FASTEN TO EACH ]EACH LA GEIM1'FCDd N LS S'DE-FASTEN TO JO'.N➢0_'BLE!-JOIST BY NAILING THROUGH WEB JOIN DOUBLE I8d ST BY NAILING THROUGH WEB 2x4 SOL'ASH BLOCK ST. USE TALLER THAN THE FLUSH LVL or STEEL BEAM D FLOOR J^_IST USE G 1-10tl NAIL PER FLANGE j_JC1[$T ON END EACH EREH FLANGE W/ICd NAILS 6 6'0/e STAGGERED WITH 2-RCVS 6d Ai 6'e/c INTO FILLER BLOCK WITH'e-RGWS Bd AT 6'o/e INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLGGR FLOOR JOIST USING!-l0d NAIL PER FLANGE REFERENCE PL4N REV No. DFIE I-JOIST OR RIM BOARD INTERIOR HERR?NG WALLS 2 X 4 SQUASH H'_OCN 1 1-1/8'OSB BLKG.PHLS, 1-1/6'GSB BLKG.PNLS. 3/4'OR 7/B'OSB NOOEI ERS 8 WEB 3/4'OR 7/B EACH•I➢E AT EXTERIOR NOTE USE VEB STIFFENERS 01-121 08/2./02 3/4'OR>/e' BETWEEN EA.CRIJ i.I-JOIST BETWEEN ER.CANT.I-JGiST SL'BFLOOR SUIRED BY OSB SUBFLCOR-I DECK LGCATIGN IF REOUIRE➢BY THEERUSESUB--GOR3/4'GR 7/B'GSB TACTURER 3/4.OR 7/B'DSB MA,NUFACTUR ER SUBFLOORSUBFLOURI."512141IMAX, x § GET NUV E 192 SHEET NUIJBER CANT. NOTE.USE VEB3/<•pR 7/c-GS3 USE CnNT'.N'JOUSRIM JOIST DEPTH SAME STIFFENERS IF RIM JO!ST DEPTH SAME ,0SUBFLOCR 24'N.:N. USE 4'LONG F!_'LER BLGCKFILLER-e_K, pAS FLOOR JO:Si H=?TH NOTED ON LRYOUT RS iLpGR JOIST DEGiH1(.�JATALLBRG.WALLS 6 BEAMS 'WHERE HANGERS NGi E�uSE DBL,SQUASH BLGCKSNGTE�USE FGR JOIST!6'DEEP OR LESS UT. ARE USED ONLY IF NOTED ON LAYOUT N^_TE USE FOR JDIST 16'DEEP OR LESS TDP MOUNT 1-JOIST HANGER SHOWN 1, RIM J❑IST-BAND 2. RIM JE]IST-ENDWALLJ 3, CANTILEVER 4, REINFORCED CANT, 5, DOUBLE I-JOIST 6. DBL, I-J❑IST @ BAY 7, SQUASH BLOCKS B. RIM JOIST BAND W/ SQUASH ELKS 9' FLUSH BEAM C COP)TIGHT 2001 Pu Homes of LPI J❑IST HOLE CHART aa< o I W F� ZS U _ 61d � w o= _ w ml jj41� r �E CO /(]��� V` D� Mm - � m IC,I 0_-� -- 77 '''5"a 12'a. I !1'1/B"LPI-20/26A a 19.2'D/c - a NOTE'@BAY V11N0.DPT.INSTALL _ LVL&HANGERS OVER OPEN@JG- KIT LIGHT SEE OPTIONAL MATERIAL LIST. II I II I 3w v x NOTE'@ BAY WINO.OPT.INSTALL i LVL OVER OPENING- N II r SEE OPTIONAL MATERIAL LIST. z c < a 6 3 6 I I' 2 A i - 8 16' 32' 16' _ 32' �� ❑ �. 6 m i'x v+ IrI��- II _ =Jo 2xo CI'01v0 �Y+AH� oa?: n 1_ (, I II z4 �g�ooz / Its'H R. 1 I I 1 3 I X /3"fL 5H LV 15' ftO PE BSRO, rI IIB/ X 10"FL SH LV 15' _ LL _ 9 _ BRC.WALL DRO ED_B_ R F.PI v F G.IAL BPS. �ALL o M—r mECH CHASE e OPT"INGLE HYAL DELETE-JOIST 2 20 I I a ADD'I-J015T 2 P 16 11 kC•.P,!L 2 e�P NOTES P BAY WIND.OPT,IN5TALL x N b 1 - - LVL OVER OPENING ,-;Nn Fvui SEE OPTIONAL MATERIAL L15T, MATERIAL LIST o LA 2I e 2' S Q ASH O K PVP. 11' 5 2x4xl'15 6 IL-7 8 LPI-20 26A -J015T 32'PL5 9@I '1@2 '7@3 -2@4 -3 5E60NO FLOOR WALL MATERIAL L15T 14 @ 14 @ 16 -4 @ 19 -9 @ 20' v 3@30 -16@32 -1@35 DROPPED BEAM REP PLAN 3- 211 x 9-1/211 LVL -I B x11-7 8 x72 055 RIM BOARD 1 4 @ 8 I0-PL5 �o _ 2 @ 111 DOUBLE _ L 3-1 2 x l-Z2B LVL � e W NArAI 1@15 - @ZO g a 3-1/2"x 9-1/2"LVL HAN6ER5(51MP50N a � r e - 1 @ 16 34-PL5 ITT311.88 or ITT211.88 s < 3-I 2 x 11-7 LVL 6-P65 MIT311,88-2 or MIT2112 gIrF � NOTE'@BAY WIND.OPT.INSIALL NOTE'B BAY WINO.OPT.INSTALL I @ 4 � t�<� LVL a HAUGERs ovER DPENwG' LVL s HANGERS DVEP OPENING- W 3 LAR FRONT LOAD GARAGE -ir 8 S^EE.O.PTIONAL 9, LIST. SEE OPTIONAL MATERIAL LIST. 3-1/2"x 9-1/2"LVL k zM5fm Rill NOTES I. REFERENCE PRODUCT 7f� 5PE6IFICATION5 FOR DELK Fa SIZE AND LOCATION' I z 2.DO NOT SUPPORT WOOD DECK °d c SECOND FL❑DR FRAMING PLAN - ELEVATION # #3 PLUMBERTOVENY ILIFYUNANHRw J 3.PLUMBER i0 VERIFY ORA.N H I n LOCATION5 FOR ALL TUB/SHWR SLAC_= /4= 'O 3 WATER CLOSETS FOR ANY II 7/6"LPI 20 OR 26A 5ERIE5 @ 19.211 OL U.NO, VARIP.11ON5. NOTE'I.,I-JO15T CAN BE MOVED A MAX.OF 5"OFF CENTER (E.G..192"-242"-14.2"-19.2" LPI REVISIONS PA.TEO 05/2/ 2 BY 05.A-JL 0 LPI REV151ON5 OATEP 04(03/02 6Y 050-JG LPI REV1510N5 OATEO 03/28/02 6Y 05AD DRAIm er: LPI REV 1510N5 DATED 02/18/02 BY 06A0 1-1/6'OSB RIM!piSi-FASTEN TO EACH I-+/e•OSB REINFGRC[NG EACH SIDE-FASTEN T•' !^_IN DOUBLE i-JO:Si 9Y NAILING iHRO'JGH NEB JOIN DOUBLE T-JOIST BY NAILING THRDUGN WEB 2x4 SQUASH BLOCK LUT 1i:5'TALLER THAN THE 1-1/8'GIB RIM!01ST-FASTEN TG EACH DATE:B/BG/➢7 FLOOR JOIST USING 1-100 NAIL PER FLANG7 FLUSH LVL cr STEEL BEAM FLOOR!GIST USI'G IT (JELL FET FLANGE SII __iEIIS7 ON END WALL -1/8 FLANGE W/IRC NAILS F 5'a/c STAGGERED KITH 2-BLE J AT By N INTO FILER H WE WITH B-R^_VS fid AT 6'o/c INTO FI!LER HBLOCKWE aEPTH OF THE BLOCK CU USE UNDER FIRST FLOOR E- REFERENCE PLAN REV No. DAL_ I-JGISi OR RIM BOARD N3 2%i SCL'ASY HLGCK INTERIOR EEARINO WALL$ 3/4'pR]/e / NOTE, 01'12(98/ZI/62 1-I/B'ESB BL%G.PN!S. BETW GSa BLK6.PN'-S. 3/a•GR i/E'OSB TEF USE VEH FILERS 6 tcB Imo\ III,/ OR]/8' BETWEEN E4 CANT.I-JOIST BETWEEN EA.CANT.I-JOIST SL'3FLOOR— STIFFENETS 4 REQUIRED BT OSb SUBFLOOR D'CY.LOCATIONEXi E.2['uR IF REQUIREDEBYS THE HANGER OSB SVFF!WR, B/4'OR]/8'OS3 THE HANGER MANJFACTURER 3/4'G2>/B'GSH '!�'/// 1 @ SUBFLOOR, f SUBFLOOR MANUFACTURER-, JOB NUMBER 6. 51214 MAx. Ia' G12141P09_19_2 MAX. 3/5'➢R]/6'^_S3 NT MAX. NOTES USE IE6 k SHEET NL'MBG RIM J=1ST GE?TH SAME USE CONTINUOUS AS FLOOR JOIST DEPTH S'JBF LOOR 24'MIN. USE 4'IEVG FILER ELOCK FIS IF LLER HLK. NOTED ONST IFFE LAYOUT AS FLOOR!LISTHOEPTH AT ALL ER-u.VALLS 6 BEAMS WHERE HANGERS NOTE USE CBL.SQVASH BLOCKS NOTE USE FOR JOIST 16'DEEP OR LESS UNREINFORCED CANT. ARE USED ONLY IF NOTED ON LAYOUT NOTE;USE FOR JOIST 16'LEEP OR LESS TOP MOUNT E-JOIST HANGER SHOWN RIM JOIST—BAND 2, RIM JOIST 3, CANTILEVER 4. REIN.❑RCED CANT, 5. DOUBLE I—JOIST 6, DBL, i—J❑IST @ BAY 7, SQUASH BLOCKS 8. RIM J7?Si-BAND W SQUASH DLKS. 9' FLUSH BEAM C COPYRIGHT 2001?ul Homes o J F Cq El I � 0.a E 4G .E z WaL C Ti. 5E°c C. 2X4 A%E W yf. E'0 AL! N iXa AFT 5�1'OL. � �ai a t I I Ix 8�a Ol� I I I I I i 4 G LE El D WAL.. RAf (I R R GE k 106E AT I r I IM N I Gijsb PMH 6ba� r c 6K — I DO ALL l 4 G! Cl — E D WA I to Cbz. LJ 2x HArxze.A, 0 PARTIAL ROOF FRAMING PLAN•3 CAR GARAGE-SIDE LOAD SCALE'7%4=I�-0' � w pner- I'- f�,z 2 OhR ERAME E x e°le°OG .^_2iC A16'N(�!/• 7n � O C ROOF FRAMING PLAN-ELEV.1 - SCALE:I/4'=V-0' o tr $ EX IJ 12 iL 7. 1i EX 10 RA. 5 &"0 E%4 '.E a�c3 EN 7 45A LEe �s51'm L wa D0406 �ola mj.al Q Sim", ExRAHERs°�"oL. �� a sic" ' m R--PL4N' PARTIAL ROOF FRAMING PLAN - ELEV.*0 3 0 - X4G = 10 W L. r-71-71 KX ORT:e/eB/Dl '' REV No. CAiE 2.10 A.R S's16'.CL I �' 01-121 U9�21�01 G3 NU"R 51214 J INN § R1214RF1 PARTIAL ROOF FRAMING PLAN 0 .FRONT LOAD COND. SHEET NUU9ER PARTIAL RO FRAMING PLAN-ENGLISH BASEMENT COND. e 9.00 COPYRIGHT 2001 Puli Homes gF e 1/2"FL7WOOD SHEATHING I- O 0 T 2.10 ROOF JOISTS � 9 CQ 10"cz. 2x10'.Ib"O.C. rT, Q CV 21 N 2X6's Ib"O.C. 2x6'5 16"O.C.RAISED —(2)13/4"x 11 7/8"LVL 's BOLTED BEARING-WALL AT SECTION OF JOISTS TOGETHER W/1/2"x 4 1/2 p�'y RAISED CEILING ONLY 2x6'Sa IA6�'N'O.E. - CARTAGE BO!TS TWO HIGH 16"O.C. CN~ C7 z 2xd'a I'a"O.G. 9 Fri U DOUBLE 2xR 2xB'a Ib"O,C O U CEILING FRAME 2xe'e i'o"O.C.NOTC 1 W•,y�" AS REQ.TO NT IN 11 IHH 1_� JOIST HANGER 0'� 11 FSLOPED 2x6'. Ib"O.C. w W —DOU'BL E 2xB'e — 2,5 BEYOND CANTI!IEVER x8 BEYOND 7x8 CONT. CEILING JOISib 2x PARTITION AT HEADER SEE FRAMING PLAN CLOSET �— 2x4 BEARING ` /� \ C7 WALL \ y Sir, HHuzl2-2TF JO15T HANGERS f—A \G� DOUBLE 2xb PLATE `,{L2 J, BUILT-UP 2x'e UNDER L11'—// ]SECTION OPTIONAL TRAY CEILING a CTION IONA Y CEILING 901 907 � TO FOJNDATION BELOW Itl � (�SECTION ENTRY FRAMING - ELEV. 2 E 3 A v 9.01 I I� — I I — mF.x J 8 SC LM XT 9.01 ]xb b" C.'W u0 2x4 w 04 FRO XLAI TIS. IF ri I � 5CILNG IST (]1314' 9 II LY. O "� "0il6 O 12 4 1/2 - 15'. V2" 11111 2)2x CAT MIU L'1. JO i elb OL. 2' F b 2 IE �FFnn IL =IT LI ———_ L44fS LLLLLiiiii \ mai PARTIAL CEILING FRAMING PLAN - OPT.TRAY CEILING CEILING FRAMING PLAN - ELEV. I A SCkE:I/4'= -0' SCALE:1/5°=I'-0' • x8 LI`Y 51 la'0 GRAM 71: o � GATE:6/Yfi/pl (] 3/<^ A 1 LVA REV No.l SAT 1 I II � 01-121 08/2l/Ol JOB NIIMBEP, 51214 c 9.01 5 E1214RF2 SHEET NUMBER 4 PARTIAL CEILM FRAMING PLAN - ELEV.2 t 3 9.01 © COPYRIGHT 2001 Pult Homes M I"LESS THAN F14 FN DILA I"LE55 THAN MFIN DIM I"LESS THAN FIN-F'�N DMl "I 4 GENERAL. NOTE5 y— I.COMBUSTIBLE MATERIALS 5HAI.L NOT BE WITHIN 6"OF A FIREPLACE OPENING. —CAP .E..N REF.CHMi OF FP.FACING FOR Flh'15H DIMENSION 3 COMBUSTIBLES WITHIN 12"OF THE FIREPLACE OPENING 3 I/2" I'-" VARIES I'-° 3 1/2' T X 4 PAI OUT 2%4 FLAT SHALL N07 PROJECT MORE THAN 1/B'FOR EACH I" X 3 OVER 2%8 3 I/2' PAD OUi `RAMING 1 X 4 FLAT PAD OUT 7) 3 RIE 2 w DISTANCE FROM SUCH OPENNO. 2.DIRECT VENT FIREPLACE TO BE INSTALLED PER �� N REF.NOTE5 § Ma UFACTURE's INSTRUcnGN5. z BELOW SJ - & FLASHING AS REO'D H"'I N'� a -E TOM GF GU B� EXTEND ODP.B0,I°BELOW 9 a BOTTOM OF PAV pUi FRMG. -EXTENV GYP.BD.I'BELOW = `� i ",�.• (J m 'gyp' 80TtOM GF PAD OUT fRMG. -,�'. _ m s F 1 X 3 OVER 2 X B -ROOF Fftr4MING REF.CHART OF FP.FAL lib FOR FINISH DLIIENSION if q --------- — - -------- - ON X PAD / Ra z g ' VnRiE I'-"3/Y' __. -.. - - FRAMING ELEV ION FRAMINfj EI.EVATI(M! °2 O0 I'0' `-'�. FRAMING ELEVATION 3 IJ2° _ F 4 --I -4"CORNER TRIM 2%4 WALL FRAMING ry W Q REF.NOTE5 - - N 3 I/2 PAu oui ABOVE mANrEL p E—• BELOW /2'PAC)our ABOVE MANTEL o S m 5w1N6 To marcH HOUSE FLUE °; - -- ----FIRESTOPPING p W ;1I2"PAD OUT AEOYE MANTEL PREFAB FIREPLACE W/BRICK SURROUND 8 HEARTH PREFAB FIREPLACE 141 CERAMIC OR MARBLE 5URROUNO d HEARTH a5° 45° SHINGLES REF. — ---TCP PLATE 9 PRODUCT SPECS - - ::1::, 114' 6 I/4" MANTEL 6112" - 60" 1�IREP(_ACE PAO-OUT DETAILS REF rn?LACE { H TRIM DTLS g [.0 AItx(z I.O' NOTE _ ALL TRIM TO BE SAME.A5 HOUSE TRIM -- COLOR PREFAB M00EL METAL FIREPLACE _ / HEARTH PER FP DETAIL5 - r� _ HEARTH ll 1 36°FIREPLACE I-JO15T REF CHART OF FP FACING FOR FINISH RIMEN51ON / __ - 42"FIREPLACE_ _ FIRST FLOOR VPRIES 1'-d' -31/2" / LINE OF WALL -- 3112' / - INSULATION TRIM TO MATCH TRIM PACKAGE / 13"FLUE TILE -5'.n�' I VINYL SOFFIT------LLQ - / ^ ; f GPT.FP. i^ /�^\\ NECK MOULD(LWP462) PER PLAN III// \1\I\I\) ELEVATION 5ECTION �/� 7-INS fAAAf -�, - _ V L ,AVEC MOLDING ON EDOE5 _ / L_______J �y (UYP46TI1-4 3 1/4 CROWN MOULD w I/2" b�ax (LWP51) 4 2' — PERMANUF-, WOOD BURNING PRE-FAB FIREPLACE DETAILS R.0 5/4x6 TRIM BOARD 70 6 I/2° / - REF.PLAN FOR OPENING SIZE YALE X)X==I-0 2%3PAOW%. N OF FIREPENING WIDTH d / - _. ___ ..._...._-.__-__.._...._. ( p-+H OF FIREPLACE. I _ - MANTEL M,OI.UING / (430j = -- LINE OF MAMEL "" FACING REF.0T4_ - ME OF GYP.BU,PAD OUT ABOVE MANTEL I I r _____________ __- _ _ MARBLE SURROUND 8"0R 11"BRICK.MARBLE OR TILE I •`• T -1 EXPOSURE ON 51DE58 � _ L-.________._ -------------------- TOP ___________.____________ q` 21 TOP OF FPOPENINGPRE BUILT MANfrL VARIESTILE IEARIH BY FP,MAANUFACTUREREXPOSED FLAT BLACK METAL FACE OF FP. MARBIFHEARTHNOTEMATERIAL USEAGE ON ALL -, MARBLE HEARTH_ I36'FP. _ _LpIELEVATION515 TK SAME. 6'f42 Fes' P 5TD 51PE WALL GOND. GOI�NER GOND. —" — —5'-e'e,r'FF. 0GENERAL NOTES a MT OF FIR.FACIO NOTEI.60MMTIBLE MATERIALS SHALL TYPE OF FACMG �0�/ IREPLACF_W/ MARBLE OR CERAMIC TILE PAGING _ ALL OR16K VENEER TO BENOT5EWITH'IN 6"OF A FIREPLACE OPENING Z O ALS" — ALE X/x 0 IN RUNNING BOND �. Fi COMBUSTIBLES WITHIN IT OF TIE FIREPLACE OPENING MARBLE/CCR.TI 5'-I' 6'-1" y SHALL CE PROJECT MORE THAN IIB"FOR EACH I" �o DISTANCE FROM SUCH OPENING. BRICK 6'-B° 2.DIRECT VENC FIREPLACE TO BE'N5TALLED PER _ � N MauuFAciuRE's INSTRUCTIONS. COMP051TION 5HIN6LE5 P not°01 2/9/99 u FrpNro3 p OVER 7116 ROOF 5HT6. ---- OVE -�X6 RAFTERS IYP. 6"FASCIA ON I X PAD --FLUE 51ZE PER E - 2R LINE OF CHIMNEY - 5 zi; B TOP VENTED FIREBOX o oU F IREPLACE ELEVATIONS 1 _ -- 3 a:" -AIR INTAKEwzz�u _ _ d I I�v 3 ROWS Or 14 REBAR EQ. ACE A\ 1 I _ _ FRONT TO AGK SIDE r0 IOC -- -- P O -- — FIREPLACE VENT LAP W/REAR VENTED FIREBOX --- VINYL SIDING OVER HEATHIN6owI-99_-- P\v 2 X 4 5TUO5 I(/ REV No. OAIE BA 1 INSULATION GRADE LINE JOB NUMBER -- — — 31'TRIM 4 _ ----- - ND DTL 5 5ECTION DETAIL DEPTH OF FOO',IN6 PER FOUNDATION b NES 01200 10 BE MIN.OF 12"DEEP = AND 6"EXTENDED FROM FACE OF BRICK. sHEer NUMBER EPLAGE W/ MARELE PAGING A 5ECTION B DIRECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE a 12.00 q AIP,XX:lOII_ I R SCALE,X(-%=I-O� — SCAL�_' 314 - -0 - © COPYRIGHT 1995 Pulte Home Cor oration OF J b• CCNU.RIDGE'vINT ------------------------------------_ FALSE V--NT�.ASi ib"-EE. 70''01 co ---------------------- o O 10'-0" plp�' co --- 1(4)2652 DN TWN rQ,� W O �I — (2!2110 LONE.SPAN F U.45 PRODUCT REF. F•�b FRP79CI SIPEcIFIr.Ana+s L NCE: NOB ;dZ REEll FRcorr $ �•\71 L01 FMTvP, sEaa1 srs r c H I '4=FRAM \ n AND VA03R,LOCATIa.S. CL : L00 C&ET i z s OPT.CIG FAN.fia0✓fCE 7, % 4 ' W Q k. 9 I ADEMATE&PPCRI s f/ I''6° `ry CQ • Ft:ORIPA ROOM _ - FFHI� /_= �� w ® I REF.REAR EL-eVATNM5 FLR �Q1 9�`' (2!2°12 v/ ' 1•� ADDITMAL CGG�iATION 2JRSa 000 EE. W36 B24 Irl 5916 936 $ �IS� H elan-REF I.00 FROD C!SPEC �v\ FIR5T FLOOR PLAN 77 ML � REF.SASE PLM TOR INFORMaiICN N01 SNowIJ I W.ASWESLK REF. Ip'-p• ,0,-pn " PRX.SFECS M 7852 DF IN N•OL.SP17 WALL 1 I I I I CPPRO%FNISWED GRADE q I FROVIDE DRAM TILE AROIM9 GEorecuN FER11f 1,CP WNDATICN AS REG D 9T APPROVED lLAt REPORT. � I r-7- ��_�_ 2 5PM LYL OV 7'0 nolxwADL.STrL,aac�.F7s. —s------------------------ 7—_—_-- _—_--------- —_---- +„ ------- _ _ 0.0 —L L o� (212112 u/ ------------------------ ___ — -1 r— — W/314 BOT1 EW. I/2"FLl'WOCG� ----------- ---------------------------Z� _I I I I 2J.25cEE —1 (1113/i°Y.9CCM.I —— _fI r-------------------- 2SPAN OQ N'B%35 L---J _ REAR ELEVATION I I �P _�� 1 �" `.J 12" p OPT.REG ROOM L CN ba"°,2'- SC4LE:I/A":I'pn CCNC.FTC,14 CCN' 11 FTG.W! R 9 PERIM.RA41. RETURN ~ 'Y�h�' 14-12"0/C EJ4. 14-12"0/L EMI. 1R-8 RI ALOWG SIDES. FOUNDATION PLAN WALKOUT GOND. 1/4",1'-0" 22'-I" ry r--------------------------- s o I � w 1 g I 1 FRCJIDE DRAM 1iLE ARCUO � c � �' FER111EIER of FOUNDATION As REp'D 9T APPRorED 12 sPAu Lv " GE07-`CNIILAL REPJR7. . `-31/2,II S --- •e got 030°%30'X CCONC.FTG ug °o 00 Wr 3'48011.Ek. 4 � m $ -r------------ —� I i I L_-- m DRE551NG --------� -------- ----------- oz< cmrore-v I.00 RaFRa�Rs I _ jrvl>!4°xvlr,'!,a a7. REF.FRoakrss'{ I I --------- ------------- ---- L--_J2SPAN OR w9ki5 2 e'rF�'EE O €33 �<wN r FOUNDATION PLAN INGROUND GOND. OPT. RE ROOM - as 51Dl,t.RE°.PRCL'JCT 1, Q 1/4".I'.0" SFECIFICATICNS CEILING JOI5T5 R3.PROC.5FEC5 FOR KIT - k.OR vPTL CORNER M '� _41 - FLORIDA RM DLMN5PIV l 5FLASw ft.REF r I I I e 7RAnw BrKX PRX a^C5. - s- ARROx FM'S D GRADE i RE- R TRI 5 e "0 I e FYE7.'�J i�u; Cao REV lJo.I DANE II I-T I 01-121 08�21�01 - - - --- - L•L BEAM J JOB NUMBER 65MT AR R1 Br G W u A 51 2 14 1 G. °TS E T VL IM rn P1214FL �i 7'x I6"FARAL!4n OR WM45 IJ1 �i�'F'J-"N O S'EET NUMBER je ---------------- -- 51DE ELEVATION — 5EGTION A-A e 15.01 ROOF FRAMING PLAN © COPIRIGHi 2001 Pultt Home= OF Y Location '�©�O� f A Awt t No. Date 30 D f Oi NORTH TOWN OF NORTH ANDOVER ' Certificate of Occupancy $ Building/Frame Permit Fee $ swCHus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ `��� Check # bpz AA 17246 Building Inspector 1 C NOr,:<,rl':SOCIATE S 781 , r 438 965- I-It �+tiVf v4-US 1 H�aa.uu' 20' DRAINAGEPALOMINO DMV,4i. Jl % i TO,' FOUNDATION ' LEV,A I'ION-.147.20 a. LO :21 .j 27185 SY, � wtitw y y // U 62 Ac. �„ yh TOM:( I.1. 1�p, SMQ a4 w b6 S3 ..Sl'32'SF1 W SS 112 1 y. f_ _. i R ,J 'ks ��Uac.. y_._...`=+h,x--_e.G-�.��r-_,::aa. ,;•_ e' '9k•-'+2�f1— - 'f'(���-`Y.: ww WE HEREBY CERTIFY THAT WE HAVE: EXAi,/,IN`C THE PREMISES AND THAT THE BUILDIN(, I� LOC. \T:=) J INTENDED FOR Z f•!ING AS SHOWN, THE STRUCTURE SHOWN CONFOF*P✓,5 �:'I :; i�•11.Y 11 WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIf:EO SE0,00, iTliIlG PLAN'S Ai'.}L (tiFC 1NDS THE Iv1UNICIP.ALITY WHEN CONSTRUCTED. A{_S4 A`.i�F-�.t)�;_i110 II;U:;IUkES SHOWN t.,O+.'_:.al-ED 10 THE E.E.M,A./H,U.D. FLOOD SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 001 C o'_U NOT BE INED FOR PROPERTY DATED 6/21993 . THE STRUCTURE IS NO! L'UC&LU__ IN AN ESTABLISHED lOO YR.FLOOD HAc'.MD n" ; .. EFRTIF 1Eiv� F )l ) NDA,TI0N F-' LP,N 'v'I1.-1''� E 7l ATE S` � 1 , �I CHItJNDA l 1 L)O��E R, 'VIA ENGINEERING AND PLANNING CONSUL.I"A.fdTS �REFARED i`Of: 62 MON(VALE .AVE_ SUITE I ��..r iiui,,icl� OF I`•iE.W ENGLAND, LLC STONEHAM. MA. 02180 t l,.',�vf7Ef? ROAD (781) 438-6121 ,10 n,�r�r��i�t�llll~O A D J'15 1 SCALE: 1"=40' DATE: 4/2 ;04