The URL can be used to link to this page

Home My WebLink AboutMiscellaneous - 156 PALOMINO DRIVE 4/30/2018 156 PALAMINO DRIVE 2101108.C-01 17-0000.0 Date.................................. is �aORTM TOWN OF NORTH ANDOVER WPM—W- PERMIT FOR WIRING '� SgACMUSE� This certifies that ��•-� L�J?j.Q. has permission to perform .........................................��.ii..............:..................... wiring in the building of............ .. ...................... ........... a. at.........5............................./.�.....�................4E � ,North Andover,Mass. 1 ! Fee... ~.. ... Lic.No..!....4.... ................ Z. . ........ ... MJCAL spS C ro h Check # f -10647 - - Official use only Commonwealth of Massachusetts Department of Fire Services Permit No. 1 �' L 7 Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev:1/07] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code Com/5 7/ 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: City or Town of: NORTH ANDOVER To the Ins ecto of Wires: By this application the undersigned gives notie of his or her intention to perform the electrical work described below. Location(Street&Number) A)A All IJp 9 7Z j7,5__ Z///�_ Owner or Tenant l K`}fj/' 9 Telephone No. Owner's Address LVVAI Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: �JG ' Completion ofthe-following table mav be waived by the Inspector of Wires. ! No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ o.of.Emergency Lighting rnd. rnd. Battery Units No.of Receptacle Outlets �j No.of Oil Burners FIRE ALARMS I No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No,of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: ...._._.•••..•••• ••.•••............'' Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Si ns Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work- ' (When lJ (When required by municipal policy.) Work to Start: SAP Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licenseeprovides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The j undersigned certifies that suchc erage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCF� BOND ❑ OTHER ❑ (Specify:) I certify,under the atns and pen sties of perju that he iprfor atio n this a lication is true and complete. FIRM NAME: G ' IULPOT (/C LIC.NO.: Licensee: (/ Signature LIC.NO.: (If applicable, "ex pt"in th 6 m ) Bus.Tel.No.; 0 W/ Address: ET7 � Alt.Tel.No.:!F?S? _6y/-'�' *Per M.G.L c. 147,s.57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE.$ c 6 EX,E(CTRTCAL PERMT NO. I NSPECTIONREPORT: - _ ELEC MCAL I SPECTOR s x.ROUG ,E�TSP CTION: Passed Failed—[ j Pe-inspection requirecT($50.00)•-[ ] Inspecto 'co7mineJats: (Inspectors'Signa e-nobitials) Date Z.MAY,WSPECUON: Passed- failed—[ ] " Rt-inspection required($50.00)•-[ j Inspectors'comments: 2- 2-1) spectors'Si tune initials) Date 3.UNDER GRODND INSPECTION: Passed—[ j Iailed—[ ] Re-inspection.required($50.00)-[ ] Inspectors'comments: (Inspectors'Signature•-no initials) Date PAION—SERVICE: 7 R'D I`]AT+O3�7AI,G; 1VA •. Failed--[ ] Re-inspection required($50.00)-[omments: ' (Inspectors'Signature-Ino initials) Date INSPECTION-OTRER: Passed—[ ] railed—[ J_ 'Re-Inspection required($50.00)-[ ] Inspectors'comments: (gasp ectors'Signature-no i aitials) Date DOOR TA"ARE TO BE FILLED OUTAND LEFT ON SHE THC AREA TO BE INSPECTED IS NOT ACCESSIBLE AND A RE W$PECTION OF 550.00 IS TO BE CHARGED. - The Commonwealth of Massachusetts - Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Nari10(Business/Organization/Individual): j � Address: City/State/Zip: 5�)�yv--\ P�+ 6-3 d 7T Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1I am a with employer 4. El am a general contractor and I �* have Hired the sub-contractors 6. ❑New construction employees(full and/or part-time). 2.El am a sole proprietor or partner- listed on the attached sheet. E]Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for mein any-capacity. workers'comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions J 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: , , 1 ob Site Address: 1 S�p �1�-pw�/t"-�G City/State/Zip: N V�a A i�/n� a L�`3^ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP.WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert' a ties of perjury that the information provid��edjj above is/true and correct. Simature: Date: 4` Phone#: ke5�� ( / Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if •. necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of f insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax# 61.7-727-7749 www.mass.gov/dia ' Location ho Pr P /s to PA 1,A .41 /tie �>A No. Date NORTPI TOWN OF NORTH ANDOVER � 9 ` Certificate of Occupancy $ ,ssAC14U5Ett'' Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ ? TOTAL r Check # 17076 Building Inspector 9305 Date. .elf./.!.Z. . TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ,SSACMUS� .� This certifies that n4 r .j . . ir/ / /`�ti- has permission to perform . �.c� . . . . . . . . . . . . . . . plumbing in the buildings of . . . .!j4�4 ��'!6. . ... . . . . . . . . . . . . . at. .15.—P. AT. h Andover, Mass. Fee � �.Lic. No.. T ��'? . �' A� . . . . . . . . . . . . �/ 9 PLUMBING NSPECTOR Check # r07 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING City/Town: ,V� �/��l�.Ft_ .MA. Dater Permit# Building Location: '00*-n0W;YO ( 104 4-r Owners Name: Typeof Occu ancy: Commercial F] Educational[:] Industrial F1 Institutional❑ Residential New: Alteration:❑ Renovation:❑ Replacement:❑ Plans Submitted: Yes❑ No❑ FIXTURES - - DEWCATED i SYSTEMS Z N v � > Z Vl = N p 0 Uj 14 4nQ LU Q Q H W a N 0 O. � r !� Q 3 m to d: H LU h y OC 02 Y N V a � _ E Q 0 : Q W D Q Z C q 0 W Z W LL dS 0 W W� O U ~ Z 0 0 3 'a. Q u• 3 O o '' " > > 0 0 o Z a m m c o � = ale g g o°e SUB BSMT. BASEMENT f 1 FLOOR ' 2"'FLOOR 3PD FLOOR 4T"FLOOR ST"FLOOR 6T"FLOOR 7 FLOOR $T"FLOOR i Check One Only Certificate# Installing Company Name• ("C P.1//7l�•.*/�F �/ �•� t Corporation AddressvA/j�ieB7lt��•*%d CitylTown: A49�1--Ixw State:-". v t� ❑Partnership Business Tel: ��O �.3 Fax: ❑Firm/Company Name of Licensed Plumber: 4�1of P46 62*--- INSURANCE COVERAGE: � 1 have a current liabilityinsurance policy or Its substantial equivalent which meets the requirements of MGL.Ch.142 Yes 2 No❑ If you have checked Yes,please indi ate the type of coverage by checking the appropriate box below. A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required b Chapter 142 of the 0 9 q Y P Massachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent 1 hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of General Laws. By Type f License: nee 9-aster umber Signatur�Lensm Plumber City ro v(OFFICE USE L License Number: //U� APP VE FFIC U ON ❑Journeyman The Commonwealth of Massachusetts Department of Industrial Accidents (91 ► Office of Investigations �= 600 Mashington Street tip.r- : �y Boston,MA 02111 unpip.mass gov/dia Workers' Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): �9/tl�o!/,�,Q 1¢ f�B/^/� Address: City/State/Zip: Phone M Are you an employer?Check the appropriate box: Type of project(required): 1.91 am a employer with�_ 4 ❑ I am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition. working for me in any capacity. employees and have workers' 9 Building ad [No workers'comp. insurance comp.insurance$ ❑ gdition required.] 5. ❑ We are a corporation and its 10.❑91ectrical repairs or additions 3.❑ 1 am a homeowner doing all wort: officers have exercised their 11.,tC�I'Plumbing repairs or additions myself. [No workers'com right of exemption per MGL p' 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no 13 ❑Other employees.[No workers' comp. insurance required.] •Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that.check this box must attached an additional sheet showing the name or the sub-contractors and state whether or not those entities have _ employees. If the sub-contractors have employees.they must provide their workers'comp.policy number. I ant an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie. Expiration Date: Job Site Address: City/State/Zip:/VD• l iC ��D/�1'�� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this-statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify a er the pains and penalties ofperjury that the information provided above is true and correct. Signature: Date: ..Z Phone#: ✓r' •' .7 ,� Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• ='! 0 PI`I MARCHIONDA&ASSOCIATES 781 438 9654 ; PALOMINO DRIVE -7-3 - � /5 Lw29,18' L-49.38' x•53.43'19" p�10.52'S1" v 1 ' R-30.00' R-260,00' I �: V 7,41(AAAJ X21,47' / t � 26'30'08„ 51.5' L.48.98' G J aw260.00' !1 _ I 1 I I� TOP FOUNDATION ELEVATION=151.79 } J i X16.2' 9, 17.8' uj 4. 1' 74.2' `• I is LOQ` 19 N OF y AS 1� 14'176 S.F. i 0.33 Ac- �I Ess O A 25nn WE HFRFBY CERTIFY THAT WE HAVE EXAMINED I THE PREMISES AND THAT THE BUILDING 15 LUCATE IHiS PLAN IS INTENDED FOR ZONING AS SHOWN, THE STRUCTURE SHOWN CONFORMS rurzPost., ONLY. IT WA9 PPEPAREO TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACK ' Ur'-;; •-rt Ot.1 c,uC -, ,_ ,-nL nn,c nn,r+ F?C;'i1RIlS 1UL MUNICIPALITY WHEN (_0W;IHUU I LLJ- AL50, tic:..^.C•-r.•t�;r;t� WITH THE STRUCTURES SHOWN LOCATED IV IHE h.L.M.A-/fl.U.v- rwvU 3`r AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERLY DATED 6%2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD 20 IE. CERTIFIED FOUNDATION PLAN -:V19 FOREST VIEW ESTATES MARCHIONDA 8c ASOC. , `. F ' . I ,iORTI-1 ANDOVER, MA, ENGINEERING AND PLANNING CONSULTAN-(S I, PREPARED FOR 62 MONTVALE AVE. SUITE I HOMES OF NEW ENGLAND, LLC STONEHAM, MA. 02180 '=57 TURNPIKE ROAD SUITE 200 (781) 438-6121 _ FH60R000 I, MASSACHUSETTS 01772 SCALE: 1"�30' GATE: 2;`� ! iI4 Date. NORTH_ tiTOWN OF NORTH ANDOVER 0. PERMIT FOR PLUMBING C4 4D NUS�th+ This certifies that .�. . .. . . ... . ' Us ' 3 .. has permission to perform . ... ��:�:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . . . . . . . . . . � b?. `. . . . . . ., North Andover, Mass. Fee. gW. . . .Lic. No!f' .//k5 7 . . . �!.._. . . . . . , // ��_i " � U LUMB Gs�NSPECTOR Check f/ 5913 /lr'– MASSACHUSETTS UNIFORM APPLI ATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASS CHUSETTS -a -0 (/ //) Date Building Location Ownersi me Permit#, .5 / • Amount ' Te of OCcn P, ync New ®/ Renovationri Replacement Plans Submitted Yes No FIXTURES E~ a � a W w� 00 � U x a w a E � W A O x si, H x x a °o a 4a A A F C7 A d fx ai S7<SBS W BASEN*N ' M FLOM 210 HJOM 3M)H JOM 4M 110C It 5M HACC R 6M ROOR 7IH H-OM SIH I10OR 7-1 (Pr&or type) 2Check on n ertificate Installing Company Name eM c— Corp. I �qAddress Partner. Business Telephone 7et 9 J& Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of' rance coverage by checking the-appropriate box: Liability insurance policy Ej Other type of indemnity ❑ Bond ❑ I Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent g g I hereby certify that all of the details and information I have submitted(or ent a application are true and accurate to the best of my knowledge and that all plumbing work and installations per fo nd t Issued for this application will be in compliance with all pertinent provisions of the Massachusetts Stat ode and Chapter 142 of the General Laws. By: Signature 77 1,17ensenum er Type/of Plumbin License Title �l s City/Town License INUMDer Master0 Journeyman ❑ APPROVED(OFFICE USE ONLY 0]. 9 PPI P1ARCHIONDA&ASSOCIATES 781 438 9654 Ij I; p4Z _ PALOMINO DRIVE co Z US ^ R:3505'0403'19' 350.0019" R-210'52'51 0 00�„ .O f (N L-21.47' 31.5' -20''30'08" L-4$.98' R-60.00' / D-10.4737" 1� Rs260.00' ' f I TOP FOUNDATION ELEVATION=151.79 Ln I j 16.2` g I 17.8' `n k s 74.2' '---�� LOT 19 I i NOFyq I r. 14178 S.F. 0.33 Ac_ �I 89.3011 ours O 25n o�• _ ( l WE HFRFBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LUC>~TcU 1HIS PLANIS INTENDED FOR ZONING AS SHOWN, THE STRUCTURE SHOWN CONFORMS I;. PURP05E'; ONLY. IT WAs PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED Sr-TDiACKS OF ro,,, c>:,•��,.,c nL—V nn,ri P;ti nS E MUNICIPALITY WHEN ('0NtSIHUI:IC.U- P.L50, AC:'.G'r_,rr�,r.,7 WITH THC STRUCTURES SHOWN LOCATED COMMUNITY PANEL N0. 25009810015�C�c BY AN INSTRUMENT SURVEY. THIS PLAN DATED 6/2/1993 THE'STRUCTURE IS NOT LOCALEG SHOULD NOT BE USED FOR PROPERTY IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. UNE DE TERMINATION. �. ERTIFIFD FOUNDATION PLAN 19 FOREST VIEW ESTATES M ARCHI ON DA & ASSOC. , i. F=' . OR TH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS � PREPARED FOR t. 62 MONTVALE AVE. SUITE I I'll_.TIE HOMES OF NEW ENGLAND, LLC STONEHAM, MA. 02180 57 TURNPIKE ROAD SUITE 200 _ (781) 438-6121 �.C�U TI-IBOROUG i, MASSACHUSETTS 01772 SCALE: 1"�30' pA"1 E: � '�7 r'i_} . l Location 41 No. Date MORTM TOWN OF NORTH ANDOVER O�,t. o • ,tiG 0 - w i • Certificate of Occupancy $ effY CMU SE<�' Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL r Check # tSf 17036 'Building Inspector V --- - TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APYI.IC a'TION'r0 CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING 1:11)TI.DING PERMIT NUMBER: , / � � DATE ISSUED: 51GNATURE Building Commissioner/Inspector of Buildin s Date ? SECTION 1-SITE INFORMATION 0 ' 1.1 Proputy-'ddt'�s= 1.3. Assessors Map and Parcel Number: t 117 I Ma�>�r Panxl Number 'OSI, 13 :�ertutg Itrtoanation: 1.4 Property Dimensions: 3 44 /90 Z,onin Distri x -- Pro os Jsa Lot Area(sf) Fronts e($ 1.0 BUILDING SETBACKS(ft) Rear Yard From Yard Side Yard Re stir d Provide R aired Pro ded Re uired Provided zi 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: M 1.7 Wa[cr SupplyNl.G.L.C.40. 34) -Zone Outside Flood Zone ❑ Municipal 0 On Site Disposal SN Lem ❑ LPublic a pfivuw ❑ SECTION 2-PROPERTY Odl'NERSHIP/AUTHORIZED AGENT 2.1 C)ivner of Record � I - � Addrass for Servic Name(Print) Telephone v Signature t l j 2-2 Owr`r of Record: I -- --_.""-------- Address for Service: Name Pjliut Y � Sitrnarure Tele hone ? SECTION 3-CONSTRUCTION SERVICES -. 3.1 Licensed Construction Supervisor: Not Applicable 0 x 1 Licensed Construction Supervisor: License Number Addresss O<2-1'9 Z/ - Q '7 ---- yG6fr� Expiration Date Telephone hone r p w R 3.2 Registered Hume Improvement Contractor Not Applicable ❑ C. Qdrt� 4; �dnny Tk'�r CompanyNatne ------- d Registration Number Address -- - ' Expiration Dater � Signature----------- - Tele hone a � S3 C"11i31V t-WORKERS COMPENSATION(IYIG-1. C 152 § 25c(6) '%-01 Lets Co,np:.nsation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result n elle dcuial of the issuance of the building penim. St,ltcd atllda%a rlrtaclied Y cs......A No.......0 SECT 5 Description of Proposed Work check-- Ap [icahh!) _ Ne%v C LMSm"R11Ur1 X Existing Building U Repair(s) 0 Alterations(s) 0 Addition 0 AL:cesor\ 131d" t 1 Demolition 0 Other 11 Specify 13tiei llcsct lxlort of proposed Work-: i J IJ i SE MON 6-ES'r11ViATFD CONSTRUCTION COSTS l Item EStunat.:d Cost(Dollar)to be OFFICIAL ONLY. _ Corn leied by ennit dppliCMIL 1. Liuil�ling 3 �- a�- (a) Bitilding Permit Fee multiplier 2 I'lectrical (b) Estimated Total Cost of pZ e-, Construction Pltnmbin�l 9".900 Building Permit fee (t,) �_. 4 IvkClumical(HVAC) /-//f75 5 Fire Protection o Tut 1l (1 T +3+-y+5) Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN ONVNERS AGEN'r OR CONTRACTOR APPLIES FOR BUILDING-PERMIT as Owner/Authorized Agent of subject proper[y 1l.erehA :iutlloriZ.i� _ _ _ _ To act on h Mialf, m:ill]millers relative To NN.-orli authofized by this building pertrat application. Sianautre of honor-- — - Date SECTION 7b OW NER/AUTHORIZED AGENT DECLARATION Owner/Authorized Agent of subject propel t v Hereby declare'. that the s[atements and information on the foregoing application are true and accurate,to the best of my knowledge I and 6 11eI Pilin Namc Sr_natiu-e of s.111 Date NO. OF ST0I:IES jr//v /5' / B AS1:!1EN1 OR SI_01 a,r er x /1 I.iX)1:11NIBERS 1 / '� f°,2 ' 7 3 ;X t DIMENSIONS OF SILLS �x(, 1)I ENS10NS 01 POS1S i il\11'NIS'I()N`()1 GIRDERS ' Ill'IC111T OF i:OUND_ TION 7�/p THICKNESS SL'.l'Ol- 1:00I*1N(, A yV X p SIA IT:.:L�1. OF CHIMNEY ISBUILDING) ON SOLID OR FILLED LAND ✓,' J IS BULLDINU CONNECTED TO NATURAL.GAS LINE �/� f r-W . FORM - U - LOT RELEASE FORM lvlzmp::7� v INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments havingiurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. • ...................... •.rr......rr•r•...rrr r r....•r ........r...r r■r.r...... r APPL.1CAINT yf 61� l�O l PHONEOL ASSESSORS :tilAP NUitiiBER Q� � LOT NUMBER. 117 SUBDIVISION rl1YP�` /I� iN �jo LOT NUMBER 1 � ST1rNBERSTREET A 19M" •............... .. . ... .... ......•....r•....•.. OFFICIAL USE ONLY ... ..........r............................................................ REC NMENDATIONS OF TOWN AGENTS / r.....• ... r..r.......r.r....r•.......r•r•...a..a■ rr r.■..■....w / DATE APPROVED /S /// CO SFRVATTON ADMI IS TOR DATE REJECTED A' l Lot COtvlT-4��TS /VpM - iJ7tf� _ / ._..._ DATL• APPROVED 5 2004 Q�t i vNER DATT• REJECTED COht�fFNTS PLANNING DEFARTi-,I i DATE APPROVED FCO [NSPECTO I DATE REJECTED DATE APPROVED SEPI-T' CNSPECTOR-HEALTH DATE REJECTED PUBLIC WORKS-SEWER/'WATER CONNECTION;Z- -Ti3 DRNEWAY\PERIMIT DATE APPROVED F FW Vkr,tiqT DATE REJECTED COMMEN1 7S RECEIVED BY BUILDING INSPECTOR DATE `L 0� lN0 L.P. r � " 151 x3 �� 1 1 l 1 J 1=1 42.5 � 1 0o TF= 152.0 ,, t CF= 144.5 II BF= 143.3 16 ► ` — •. / DECK 1 F� 143x8 - ~` BOT=141.0 `- - 140 13o v� Lo� 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 19 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP. OF. NEW ENGLAND STONEHAM, MA. 02180 257 TURNPIKE ROAD - SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=20' DATE:11/21/03 Forest View Estates Drawing Date:1-12-04 1/12/04 15:19 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #19 - 156 Palomino Drive N. Andover, MA Drawing Date: 1-12-04 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone : (781) 461-1541 8 Sanderson Ave 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:Light 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 fti 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: 161.7 psi Required: 93.7 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100 . 0 psi I Rated Pressure 0 . 0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes : Garage calculation. OF ��N �ssgcy 0 N mi v N0.39337 y /ST�`� IONALF�� Forest View Estates Drawing Date:1-12-04 1/12/04 15:19 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 49.2 psi 1 1'-�" "CG" Adapter 0' 120 1 . 610 62 0 . 0 1 11-�" Thrd 90 Ell DI 4 ' 120 1 . 610 62 0. 7 1 Pipe 11f" 40x21 CSC 3' 120 1 . 610 62 0 . 4 1 1'-1" CPVC Reducer 0 ' 120 1 . 610 62 0 . 0 1 1'-�" Thrd 90 Ell DI 4 ' 120 1 . 610 62 0 . 7 1 1' " Thrd Ball Valve CSC "F19" 0 ' � 0 1 . 610 62 0 . 0 1 1'-�" Thrd Ball Valve CSC "F19" 0 ' 0 1 . 610 62 0 . 0 1 11,�" Fingd Back Flow Valve Watts "00 0 ' 0 1 . 610 62 0 . 0 Elevation Change 810" 3 . 5 1 1;,�" Thrd 90 Ell DI 4 ' 120 1 . 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11--i" Kx21 Copper 50' 150 1 . 481 162 38 . 4 Hydr Ref R1 Required at Source 162 93.7 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 6.0 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 93.7 psi This is a safety margin of 6.0 psi or 6 % of Supply Maximum Water Velocity is 13 . 0 fps Forest View Estates Drawing Date:1-12-04 1/12/04 15:19 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are 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:1-12-04 1/12/04 15:19 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt 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 5 TO W (PRIMARY PATH) HEAD 5 30 . 7 11'4" 0 0 213" 6. 5 fps 30 . 0 30 . 0 30 . 0 0 . 16 gpm/sq ft 1 . 400" 1 0 610" 0 .047 0. 4 0 . 0 0 . 0 K= 5. 60 30. 7 150 PV 0 813" 0" 0 . 0 30 . 0 30 . 0 REF 12 31 . 1 114" 0 0 5' 8" 13 . 0 fps 31 . 5 31 . 5 PATH 2 1 . 400" 1 0 61 011 0. 170 2 . 0 1 . 1 K= 5. 54 61. 7 150 PV 0 11 811 0II 0. 0 30 . 4 REF A2 1;'4" 0 0 10" 13. 0 fps 33. 5 1 . 400" 0 0 0" 0. 170 0 . 1 61 . 7 150 PV 0 10" 0" 0 . 0 REF A3 1'4" 2 0 3914" 13. 0 fps 33. 6 1 . 400" 3 0 2410" 0 . 170 10 . 8 61 . 7 150 PV 0 6314" 11 ' 3" 4 . 9 REF W 61.7 gpm PATH 1 K= 8.80 49.2 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO 12 HEAD 6 31 . 1 114" 0 0 213" 6. 5 fps 30 . 8 30 . 8 30. 8 0 . 16 gpm/sq ft 1 . 400" 0 0 0" 0. 048 0 . 1 0 . 0 0. 0 K= 5. 60 31 . 1 150 PV 0 2 ' 3" 0" 0 . 0 30. 8 30. 8 REF 14 1114" 1 0 714" 6.5 fps 30 . 9 1 . 400" 0 0 310" 0. 048 0 . 5 31 . 1 150 PV 0 1014" 0" 0 . 0 REF 13 1114" 0 0 218" 6. 5 fps 31 . 4 1 . 400" 0 0 0" 0 . 048 0. 1 31 . 1 150 PV 0 218" 0" 0 . 0 REF 12 31. 1 gpm PATH 2 K= 5.54 31.5 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 93.7 psi Inside: 0 gpm SprinkCAD . Lot#19- 156 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: 6.0 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 10040 Su I • 80 P S I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:1-12-04 1/12/04 15:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #19 - 156 Palomino Drive N. Andover, MA Drawing Date: 1-12-04 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave 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:V2718 Area per Sprinkler 160 sq ft1 Orifice: 3/8 K-Factor: 3. 50 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 50 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 116.0 psi Required: 56.5 @ Source WATER SUPPLY I Water Flow Test 1 Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100. 0 psi I Rated Pressure 0. 0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 1 At a Flow of 1540 gpm 1 Make: 1 Well Elevation 0" I Model : ( Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes : One head calculation. ZN OF hf4 q 0 ON � c v 0.3 9F�ISIEQ`�C�" lONA`� v y I Forest View Estates Drawing Date:1-12-04 1/12/04„ 15:16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 16 32.1 psi 1 1;-�" "CG" Adapter 0 ' 120 1 . 610 16 0 . 0 1 1'-�" Thrd 90 Ell DI 4 ' 120 1 . 610 16 0 . 1 1 Pipe 1'W" 40x21 CSC 3 ' 120 1. 610 16 0 . 0 1 1'-�" CPVC Reducer 0 ' 120 1 . 610 16 0 . 0 1 11--�" Thrd 90 Ell DI 4 ' 120 1 . 610 16 0 . 1 1 11-�" Thrd Ball Valve CSC "F19" 0' 0 1 . 610 16 0. 0 1 11-�" Thrd Ball Valve CSC "F19" 0' 0 1 . 610 16 0. 0 1 1'-�" Fingd Back Flow Valve Watts "00 0' 0 1 . 610 16 0 . 0 Elevation Change 810" 3. 5 1 11-�" Thrd 90 Ell DI 4 ' 120 1 . 610 16 0 . 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" Kx21 Copper 50 ' 150 1 . 481 116 20. 7 Hydr Ref R1 Required at Source 116 56.5 psi Water Source100 . 0 psi static, 78 . 0 psi residual @ 1540 gpm 116 gpm 99.8 psi SAFETY PRESSURE 43.3 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 56.5 psi This is a safety margin of 43.3 psi or 43 % of Supply Maximum Water Velocity is 5. 4 fps Forest View Estates Drawing Date:1-12-04 1/12/04 15:16 LEGEND II 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 a Forest View Estates Drawing Date:1-12-04 1/12/04 15:16 i 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 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 1 TO W (PRIMARY PATH) HEAD 1 16. 0 1" 2 0 1611" 5. 4 fps 20 . 9 20 . 9 20. 9 0. 10 gpm/sq ft 1 . 109" 1 0 910" 0 .066 1 . 6 0 . 0 0. 0 K= 3. 50 16. 0 120 PV 0 2511" 813" 3 . 6 20 . 9 20. 9 REF 13 1;4" 0 0 218" 3. 4 fps 26. 1 1 . 400" 0 0 0" 0. 014 0 . 0 16. 0 150 PV 0 218" 0" 0. 0 REF 12 1'a" 0 0 51811 3. 4 fps 26.2 1 . 400" 1 0 61 0" 0. 014 0.2 16. 0 150 PV 0 1118" 0" 0. 0 REF A2 114 0 0 10" 3. 4 fps 26. 3 1 . 400" 0 0 0" 0. 014 0 . 0 16. 0 150 PV 0 10" 0" 0 . 0 REF A3 1;4" 2 0 391411 3. 4 fps 26. 3 1 . 400" 3 0 2410" 0. 014 0. 9 16.0 150 PV 0 6314" 1113" 4 . 9 REF W 16.0 gpm PATH 1 K= 2.82 32.1 psi I Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 56.5 psi Inside: 0 gpm SprinkCAD ' - Lot#19- 156 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 116 gpm Outside: .50 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 43.3 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 10 Su I 80 P S 60 50 gpm hose 40 - 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:1-12-04 1/12/04 15:18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: 'Forest View Estates Location: Lot #19 - 156 Palomino Drive N. Andover, MA Drawing Date: 1-12-04 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave 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 ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 1 Make:VIC Model :V2720 Area per Sprinkler 230 sq ft1 Orifice: 3/8 K-Factor: 4 . 20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.0 psi Required: 85.5 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100. 0 psi I Rated Pressure 0 . 0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 1 At a Flow of 1540 gpm i Make: I Well Elevation 0" I Model : I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes : Two head calculation. �� ALLAN 9�y CAMERO Gn a OTE TIO m v �ONAI� f I Forest View Estates Drawing Date:1-12-04 1/12/04 15:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 48.8 psi 1 1;-�" "CG" Adapter 0 ' 120 1 . 610 46 0 . 0 1 1'-�" Thrd 90 Ell DI 4 ' 120 1 . 610 46 0 . 4 1 Pipe 1;-�" 40x21 CSC 3' 120 1 . 610 46 0 .2 1 11-�" CPVC Reducer 0' 120 1 . 610 46 0 . 0 1 1'-�" Thrd 90 Ell DI 4 ' 120 1 . 610 46 0 . 4 1 1'-�" Thrd Ball Valve CSC "F19" 0 ' 0 1 . 610 46 0 . 0 1 1;-�" Thrd Ball Valve CSC "F19" 0 ' 0 1 . 610 46 0 . 0 1 11� Fingd Back Flow Valve Watts 00 0 ' 0 1 . 610 46 0. 0 Elevation Change 810" 3. 5 1 1'-�" Thrd 90 Ell DI 4 ' 120 1 . 610 46 0 . 4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" Kx21 Copper 50 ' 150 1 . 481 146 31 . 8 Hydr Ref Rl Required at Source 146 85.5 psi Water Source100 . 0 psi static, 78 . 0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 14.2 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 85.5 psi This is a safety margin of 14.2 psi or 14 of Supply Maximum Water Velocity is 9. 7 fps I Forest View Estates Drawing Date:1-12-04 1/12/04 15:18 . 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 r Forest View Estates Drawing Date:1-12-04 1/12/04 15:18 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 23. 0 1" 0 0 4" 7 .7 fps 30 . 0 30 . 0 30 . 0 0 . 10 gpm/sq ft 1 . 109" 0 0 0" 0. 129 0 . 0 0 . 0 0 . 0 K= 4 .20 23. 0 120 PV 0 4" 0" 0 . 0 30 . 0 30 . 0 REF 16 1" 3 0 1713" 7 . 7 fps 30. 0 1 . 109" 0 0 610" 0 . 129 3. 0 23 . 0 120 PV 0 2313" 813" 3. 6 REF 15 23 . 0 l4 0 0 416" 9. 7 fps 36. 6 36. 6 PATH 2 1. 400" 1 0 610" 0 .099 1 . 0 0 . 6 K= 3. 84 46. 0 150 PV 0 10' 6" 0" 0 . 0 36. 0 REF A3 1;4" 2 0 3914" 9.7 fps 37 . 6 1 . 400" 3 0 24 '0" 0. 099 6.2 46. 0 150 PV 0 6314" 1113" 4 . 9 REF W 46.0 gpm PATH 1 K= 6.59 48 . 8 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO 15 HEAD 3 23. 0 1" 0 0 4" 7 . 7 fps 30 . 0 30 . 0 30. 0 0 . 10 gpm/sq ft 1 . 109" 0 0 0" 0 . 129 0 . 0 0 . 0 0. 0 K= 4 .20 23. 0 120 PV 0 4" 0" 0 . 0 30. 0 30 . 0 REF 17 1" 2 0 9' 3" 7. 7 fps 31 . 3 1 . 109" 1 0 910" 0 . 129 2 . 3 23. 0 120 PV 0 1813" 813" 3. 6 REF 15 23.0 gpm PATH 2 K= 3.77 37 .2 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 85.5 psi Inside: 0 gpm SprinkCAD T Lot#19- 156 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: 14.2 psi (800)495-5541 140 Remote Area: 2 Date/Loc: Lot#65 120 100411 Supply 80 P S F 60 40 20 100 150 200 250 300 350 400 450 500 Flnui /nr�ml nowttl Management Bylaw Exemption Statement -;owri of Nor h Andover wilding Department This loan ahaa r c used to assist the Building Department in their determination of exemptions under section 8.7.6 of the "auan of"North Andover CarCwtrt Management Bylaw, The buiidin?applicant shall provide all of the necessan/information rs re,,:}uestec9 Yaeiow. ;rtty at Applicant on building Permit (below.) Addresgl of Pro p OMY for.Pemit(Celow) Nlap jir1d Farcel : P rpase afi plication (check below) F't len d Nmtaer of Applicant: - ingte Family _Two Family t17a itrtdbove property attest that the attached building permit.or which this ersigned applicant for&a forret ir€=mpieeted does comply with the E{SyPMON 4 ection 6.7.6 of the North Andover Growth roviding this form does not absolve me or any party to this permit >Ut:rnag.�emmnt bylaw, I also understand p f orn the raqutrernents of obtaining other permits required prior,to the issuance of the Building Permit. Fi.it,mew I uridersiand that my interpretation of the EXEMPTION status is subject to review by the Building Oepta lmrneSnt and is only offGjaUy ac;=Wed when the Building Permit iS issued. Eased on 4tton 5.7.6 of the Nortel Andover Growth Bylaw the above lot and the work as applied for on the above lot, in thrt buildinq permit appliCation and associated attachments,complies with one or more of the rbaw ming sections as indicated by a check mark. Thio is an applic.Ttion for a building permit far the enlargement.restoration, or reconstruction of a dwelling in zuastca as of 04 arfectlwe date of this bylaw,provided that no additlonal fesidendal unit is created. The lots)mrerwwas created prior to May 6, 19s are exempt from the provisions of this Section 9.7 of the Zoning This appttGa don is ter aweipq units for tow aAd/ar moderate income families or Individuals,where all of the cariadions of 8.7.&cars met andlof repf4sent3 OwellIng units for senior residents,where occupanef at the units is reauicted to senior persona through a properly executed and records d deed restriction running with the land. For perp at tnia Sscdon'senior"aW mean persona over the age of$5. T application ix a part of a dsveigpmarit prv{� which voiuntaNy agreed to a minimum 40%permanent I raaueaen to Density, (buildable lots),bellow efts denstty,(bulidable lots),permitted underzoning and feasible given the anviranmemsai candhiana of the tract,with the surplus land equal to at least ten buildable acres and permanently designr+iad as open apace and/or fam"nd.The land to be preserved shall be protected from development by an A9raruttural jamservation ftestriaion, Conservation Raatriction,dedlcatlon to the Town,or other similar mechanism approved by the Pfaruunq 8oti that willensura its Protection. • This appacaacri represenu a tract of land axiating and not held by a Oevaloper In common ownership with an aojacsnt parca!on the:fta dwo date of this Sae�Jon 8.7 shall recaive a one-time exemption from the Planned Growth Rate and Osyslapmcnt scheduang provisions for the purpose of constructing one single family dwelling unit an the pard. Thia appiicuton reprmasam a lot which is ready for huildinq permits,(Le,all other permits from all other boards and Cnmrrlixsiarra haws been mcaived and the project is in oampliance with those permits),and the Oeveiopment Schedule aura net araammadate tasuing a building permit in that Yearr,one building permit will be issued per year per ✓aevrriopment unto Such time as the OavelagmfAt_Schedule sosommodatea issuing building permits, Applicant must 1uppiy apiarawed farm U with this EXEMPTION, pi ,0 previde any and all information that would assist the Building Oepartment in making a determination' that your appiicadon is aiiowed one or more of the above EXEMPTIONS. try signing Odicw I attest to Ute accuracy of the information provided and that the attached building permit is atlukvcst an t<ELIPTiON as cited above, Further I understand that the submittal of misleading and or tnaccurae inT ion, or the checting off of an above it which does not comply,whether done to my �n�.viedg not. grounds for rural by the ildin epartment to issue a Building Permit. c O anaturc nr Owntr or Autn rrz_o agent Who sr the tmcnetl Building Perinit Date 1;pis form must'64i a=chod to the Building Permit upon application for such permit_ ' �� 'iD�i�airw-rcuecai�c of"�Caalac�rrJel�1 i BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077396 ..° Birthdate: 03/0211962 •''' Expires: 03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 Administrator BUILDING DEPARTIYIENT DEBRIS DISPOSAL,FORM In accordance-vith the provisions of 1VIGL c 40 S 54, a condition of Building Permit Number—�K Is iliate��' resulting form this work shall be disposed of in a property licensed solid waste disposal facilitaS defined by tiiGL c 11, S 150A y The debris will be di5poscd of ia: Location of FacilityT' �I Signanue of Permit A.ppticant Dau NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector i The Gammonwealth of Massachusetts Department of Jndtistilal Accidents Office of Investigations Boston, Mass. 02111 Workurs' Compensation Insurance Affidavit Please Print I! � --- ------ Phong — am :a norn,:�o�vner perfonning al! Veork myself. 7--]l :pan a sole proprietor and have no one viorking in any L�apacity "i ! am an employer providing workers' comoensation for my employees working on this job. ll4• LslKew_ Phone I: yt� �_f✓ �'- UC>4J vz PoIjCV �rn�n� name: tom.----- - -- _ Phone#° °_urance Co. Polia it lum.to Secure coverage as lequlred under SeMon ZtiA ar MGL 152 can lead to the imposition d criminal•penal4es of a(ns up to jj.5o7.0o uor ane yVam'imprisamau xi well as civil penaltias in the form of a STOP WORK ORDER and a(Tne of{$100.00)a day ag-Wnst mr. I tnac a copy of this scwch-nant mt3y be tOtwslrtfed to the 0MCa a lnvestigations of Lhe olA for coverage wvffleabon. to wy:xvvry urvcy-lhc,prints ancJ penaRies of parlury Odd Cha 1 nbanahbn provklvd abova is trot and[una'Ct, nzaiure ----- Date . ',U narn,,t_ Phone# �l wa only do not wince in chis area to be completed by city or town offidal' Q Building Dept C:l ti.�r;mrtt i3cc;cs}c:ua isr'equrCQ Building Qept 0 LjCI'1,Sing Boaru O Sele=an's Office Q Health Department Other i r I ;srrJel 3100; 13034798572; Nov-4-03 1 :21 PGA; Fa 1e _I 1 it--04-20_ 10 : _10:07 FORCOI foupment COAOn Cl.i 847.953. 5390 Page 002 ,,rr`��QQ��I,, 'r ��y�'!!►�,, 1 ,r^° .,+T�/J'L' ...i 9mRJE, )t1+ '�. 4tF yt � ""ZT7rq'P iia rYt I s 5 ..DAfE(lKF41DD/l e^ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION w C. [. OF Aun fRi Services, Inc. of Michigan ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 30Da T i Center HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR :;Crile 0 ALTER THE COVERAGE AFFORDED BY THE POLICIES SELO SQLILhf Id MI 4SO75 (( COMPANIES AFFORDING COVERAGE I F+I COMiPAMf i A Liberty Mutual Fire Ins co FAX- (248) 936-5465 R INJURED COMPANY t Irees a of ew Fnplarid, LLC 13 SLIa�ne Road ---------- CQMnANY I LC C lisr.fic 'FiI D:Jba USA _!I COMPANY t \5 t t y..�_.—_ +._:1.; ro; 'zTIFY THAT THE POLICIES OR INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD ✓It,%•iE,i 6TWITH5 rAND11JG ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT'rC I 1Nh'ICH THUS {IFIC.4 'N'IAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I3 SUBJECT TO ALL THE TLiVos' I .�uli 1401TIONS Y0L1CVKMCrrVE PULICYHNPrRA'n0W LRfrTc . 1.v- '�' sUt'In�uiWa<'S pOT.CfR'TiifAIBEH DATE aAwrmnwl DAIF(NMlDDrYY) — - I I =•<1 a L dt.�i1Tr GENERAL A(,(-.;t.-„AIF PPCDIJGT_: CnNf'10F A'_l( 1G-rs:=nit.!AEtL�iY __..,..__ ._..�....__-... r 'ERSONAL L ADV IWURY L:FI cc(-U I ti i 0+Y'P.L-11'�'�L.Qn�aiCT7R5 PRO"r EACH OCCtf1NG+rCC .W FIRED AIAAUc(A,,,-*1m r MED EhP(Any one Dar,nn u1,!!AL)D0Irj 1SILPY A5 26 910 04 2 610'.> 08/01/03 08/01/04 Cp VgR;Fr,SWC_C LN", 0OU,00':) �. LL� - ' Commercial Auto 1 ' L 0141'1,tt 41 1dV(7a Y IVJU7Y - yl (Pcr per-cn) BO,ill.Y INJIR'/ ' (F'cr nc'uJrna) PROPE7iY DAIdAGc li Au�11. AUIUUt4.1'-17AACCIOEM OTHER 1HAN AUTO ONLY .. ). FACT I ACCIDENT AGQREGAT —.I-.�L EnCl:39 L;li. �'I`Il' EACH OC CUr[Rl,tj= 1 ,c3j1 AGGREGATE -...._ ._. I I Ry'rt Cl lE�r L�tF,Rh! n I V1 in L I q lir.'WPENJATIGN AND '�A:6SD004 ZG1013 08/01/03 08/01/04 x TORf I k4111 PP tit=-J xs_kj$4IAuR.rrY 'WORKERS COMPENSATION EL EACH ACCIOU,I S L,Cott w i'R:`t'a*g•J"`! ;P:Ci EL DI$FASC-POL'CY L'tr7T L`UU "-b;'F��4,1?ij'.I _,`lC: tL DISFASCCA EkIP'.C'YYt 51,CUU�U GQ I ail i lei I nl U LaCki.' +C,N�'r'�r+.' 'R TIONS+LOCATi01`{SNLHICLE95P6CIAL fTEM I ut >,der;� •n1� Construction ,n tPe' Town of North Andover, MA-All sites. waiver of Subrogation applies for- the ! r 1e; i Licf 'tity and workers' Compensation Policy. _�;' ,,t•:1 SHtll)I r) ANY OF THE AEOVE DF,,CRIR,FO POLCCS 6E CANr,H1FORE TSL tl I•.`tvf8 :s7f NOi'l:lT Andover EXPIRATION DATE THERI=UF. 1'HE ISSUWG CGInPIOVY WILL CnffAVCF.T.`- r,tr•_ 124, SG DAYS`wNRIr'il_N N0t1CG TO THE CERTFICATE HOLUth' NAMED f,t-1-Ir L::i +-,"'j BU1 1 olinq Department !?UI fALLRE TO WAL 5UCHNOTICE SHAT L MPO='C tv00ELiGATIOtJ OR LIAF!,IY Andover. MA 01845 USA F i OF ANY IihG IJr'GN 7HF ['.t)tlPANV ITS AGENT` OR REf'riEb=NtAllvW; AlJT110RMU'1EPRF SENTATIVE .i. _�w'.3! �..,�.;, ?y f .1(� �',�-�•ad n._ I�, t ,,,..k rw I iU 4 v 11 Y� 1 •,,r _ ,.;1.,... .:•r7RC�i,I�DGOT';PO� :1S:t�t'.�. I.... No :;1. 570007800825 Holderldenililer, .4 a iil Sent. By: HP LaserJet 3100; 13034798572; Dec-12-03 12:51PM; Page 2 1:9 Permit Number RE om �cliec' � Bance Certificate Cite C:hecled lay/nate 1995 ME: RFS c heck So ire Vcrslon 3.5 Release l b Data filename r\files\CS'1'\SHARL\MecCheck\ModelEnergyCodeIMASCHECK1Lot I g v.rck 7 ITLE: Lot 4:: huntington Elevation#2 CITY: North Y.j Oover STATE:Mass ll�usetts HDD' 6322 CONST-RUC' 1 ,N TYPE: Single Family DATE: 12/12/0" PItOJFCT IN ; 12MATION: A orest View, North Andovc A, COMPANY 1 URMATION: Pulte Homes o E LLC I, NO l'U5: Customer pure 'ed elevation 2.vith a florida room,2 additional windows and wall insulation, COMPLIANC I," Passes Maximum UA! 1 67 Your Ilonle iJ: +526 7.2°/fBetter Tl, !Code(UA) Gross Glazing Area.or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat ling or Scissor Truss 20 38.0 0.0 Ceiling 2: Flat. fling or Scissor Truss 600 38.0 0.0 18 iIhi 3: Flat. sling or Scissor Truss 1088 38,0 0.0 33 Ccifing 4: Catli . 1 Ceiling(no attic) 280 38.0 0.0 8 Wall 1: Wood le. 16"o.c. 972 15.0 0.0 75 Wall 2: Wood inc, 16" o.c. 612 15.0 0.0 47 Wall 3: Wood e. 16"o.c. 612 15.0 0.0 47 Wall 4: Food e, 16" o.c. 120 15.0 0.0 9 Wall Wood "le, 16"o.c. 120 15,0 0.0 9 Wall 0: Wood le. 16"ox, 972 15.0 0.0 34 W'indow's 28521 j. inyl Frame,Trouble Patio with Law-F. 87 0.340 29 Window: 2831 inyl Frame, Double Pane with Low-F. 11 0-340 4 Window: 2016421 {Vinyl Frame, l:)oublc Panc with Low-L 19 0.340 6 Window: 6-0x6 Aider err/transom: Vinyl Frame, able PWIC with Low-F., 45 0.300 13 Window:2852; 'Vinyl Fratue, Double Pane with Low-E 199 0.340 68 Wuidow:2867: 'hyl Frame, Double Pane with Low-E 34 0.340 12 ol. J1 t . . . Sema By: HP LaserJet 3100; 13034798572; Dec-12-03 12:52PM; Page 3 .Window:28:4 Vinyl Fra i y me,Double Pane with Low-F 87 0,340 29 Door; 3-M-$! l 2 sidelights: Solid 33 0.280 9 2-8x6-8 servil0or: Solid 18 0.180 3 Floor 1: All-' d Joist/Truss,Over Unconditioned Space 20 21.0 0.0 1 floor 2: All d JoisUTtuss,Over Unconditioned Space 1088 21-0 0.0 48 Floor 3:All-' kid Joist/Truss,Over Unconditioned Space 320 21.0 0.0 14 Floor 4: All-A. d Joist/Truss,Over Unconditioned Space 280 30.0 0,0 9 1;urnsce l: FO: Not Air, 81 AFfTF, CUMPUAN STATEMENT: The proposed building design described'here is consistent with the building plans,specifications, and other calG` ions submitted with the permit application. The proposed building has been designed to meet the 1995 MEC rcquirentetnts: ES check Version 3.5 Release tb (formerly MECehet!4 and to comply with the mandatory requirements listed in the RFScftec „ tion hecklist, Huilder/Desi llate� �Ijf— II �� i u; Y�r it 1!I I� I� Area Calculator: ti Assembly Type Width x Length = Gross Area Comments/Descriptio•q 1 Flat Ce€ling or Scissor Truss 2'-0" 10'-0' 20.00 t12 second floor ceiling area 2 Flat Ceiling or Scissor Truss 30'-0" 20'-0' 600.00 f12 second floor cefling area N 3 Flat Ceiling or Scissor Truss 34'-0" 32-0" 1088.00 H2 seoond floor ceiling area `n 4 Cathedral Ceiling no attic) 14'-0' 20'-0" 280.00 f12 Florida ceiling cv g 6 0 7 N 8 9 N 10 � 11 12 13 14 15 \ 16 17 LO 18 n 19 co ' 20 0 21 r 22 23 24 t 25 25 0 0 a� N - ----- J d Ceiling Area Total:1988.0.0 m 120M3 11:09:50 4i 111 CO Area Calculator: 0 � I ti Assembly Type Length x Height = Grass Area Commentslgescription 1 Wood Frame,16"o.c. 54'-0" 18'-0" 972.00 tt2 front elegy. 2 Wood Frame, 16"o.c. 34'-0" 18'-0" 612.00 ft2 right elev. N N 3 1hlood Frame,16"o.c. 34'-0" 181-0" 612.00 ft2 left elev. 4 Wooc Frame,16'o.c. 12'G' 10'-0" 120.00 ft2 florida left elev T E Wood Frame,16"o.c. 12'-0" 10'-0' 120.00 ft2 Honda right elev 6 Waod Frame,16"D.C. 1 54'-0" 181-0" 972-00 ft2 rear elery 0 7 N 8 9 12 13 14 15 16 ' ti 17 ,n 18 CO ti 19 20 0 21 22 23 24 25 26 0 0 a� cc; J -. S Eytenor Nall Area Tota:3108.00 m 12!12103 11:09:50 ' 111 c a� Co Area Calculator: ti Add to Window Assembly Type Quantity Width x Height 1=1 Unil Total U-Factor SHGC Comments/ Library - Name Y ty 9Area Area Description 1 2852-3 Vinyl Frame,Dou 2 8'-3" 5-3"1 43.31 86.62 ft2 0.340 Ste erseal Low E Argon 0 2 28310 Vinyl Frame,Dou 1 2'-9" 3'-11" 10.77 10.77 ft2 0.340 Superseal Low E Argon m 3 2046-2 Vinyl Frame,Dou 1 4--l' 4'-7' 18.72 18.72 fit 0,340 Su perseal Low E Argon N 4 60x6-8 slider w!!ransom Vinyl Frame,Doty 1 3'-11" 7'-7' 44-871 44.87 ft2 1 0.300 Suaerseal Low E Argon T 5 2852-2 Vinyl Frame,Dou 7 5'-5" 5`-3" 28.44 199.08 ft2 0.340 Super;eal Low E Afgon 0 6 2862 Vinyl Frame,Dou 2 2'-9" 6'-3" 17.19 34.38 ft2 0.340 Superseal Low E Argon N 7 2832 Vinyl Frame,Dou 6 2'-9' 5'-3" 14.44 86.64 ft2 0.340 Su easeal Low E Argon 8 u g a� 0 10 11 12 13 14 15 - LO m 1T rn 18 CO 20 21 221 1 0 0 4� m L __ J S W ndow Anja Total:481-C9 C CO 12.12+0311:09:49 1 1 c CO Area Calculator: ti o_ Add t0 Door Assembly Type Un1 Total Comments/ Library Name Y YP Quantity Widl1 x Height Id Area Area U-Factor SHGC Descriplion t 3-Ox6-8 w/2 sidelights Solid 1 F-W 6-8' 33.33 33.33 ft2 0.280 Front Entry wJ 2 Sidelights in 2 2-8x6-8 service door Solid 1 2'-8" 6-8' 17.78 17.78 ft2 0-180 Garage Service Door cv 3 4 M 5 0 N 6 7 U $ 0 9 10 11 12 13 14 _ N 15 Ln 16 co 17 Ol d ^ 18 co 19 o 20 T 21 22 23 24 25 0 0 a� cn -� — - F n J O_ 2 Door Area Tota:51.11 m 12'12103 11:0J:5 1 1�1 s U cn r Area Calculator: CO ti Assembly Type Width xf LeNth =1 Gross Area CommentslDescription 1 All-Wood JoistfTruss,Over Unconditioned Space 2'-0" 1 1o'-0" 20.00 ft2 floor area over basement 2 A!I-Wood Joistrrruss,Over Unconditioned Space 34'-0" 37-0" 1088.00 ft2 floor area over.basement EL 3 A I-Wood JNstfrruss,Over Unoondi5oned Space 18'-0" 20'-0" 320.00 tt2 floor area over basement Ln 4 All-Wood Joist/Truss,Over Unconditioned Space 20'-0" 14'-4` 280.00 U floor area over garage cv 5 r 6 � 7 0 N 8 9 ami 10 - 0 11 12 13 14 15 16 17 L 18 rn 19 20 CO 0 21 22 23 24 25 26 0 C m _. J d 2 Fac—>r Area Total: 1708.00 CD 1;x12`03 f1-09.50 111 r m Dr� AFFIDAVIT I i natma on oath do ( a�ithorized agent of ap icant and/or owner) hereby depose and state : ( PLEASE CHECK AT LEAST ONE BLOCK) I am the ti n d f L` l'/� k_ f 1 (position with applicant) ( applicant) the applicant upon whom Order of Conditions have been placed upon by (DEP or NACC number) the' Ncrth Andover Conservation Commission . 2 . I am the of (position with owner) (owner) the owner upon whose land Order of Conditionshave been placed upon by (DEP or NACC number) the North Andover Conservation Commission . I hereby affirm and acknowledge ledge that I have received sald Order of Conditions �2_ and have read the same and understand each and every condition which has been set forth in said Order of Conditions . I� q . I hereby affirm and acknowledge that on this day of 199_. I inspected said property together with any and all improvements which have been made to the same and hereby certify that each and every condition set forth in Order of Conditions are presently in compliance . I - I 5 _ I hereby affirm gm that this document will be relied upon by the North. Andover Conservation Commission as ' well as any potential buyers of said property which is subject to said Order of Conditions Signed under the pains and penalties of perjury this da of 9 Y vDv X V rl ( authoriz agent of applican or owner) I i Town o �� +' ., .:.,.6 Andover yI.8 �_ LAKE Ol ndover, Mass., /—a -07n c)a c/ COCHICHEMCK ADRATED 'P`P�`�� SgCHU$� IT FOR EXCAVATION ArvD FOUNDATION THIS CERTIFIES THATO has permission to excavate and pour foundation at ....., a.7�...1...9..' . �I.v .... .................. � ... p 1 . for the purpose of....� ...[.� .x..07 / .48 ,7 3411 ,,� A► ... ..S/Qa�ow Theerson p accepting this permit must return to the office of the Building Inspector a certified lot plan show �i/IC of building thereon before Foundation will be inspected. , O C „ 8 � 7 VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BLDG. PERMill FEE .ESS FDR FEE�O S DUE FRAME PERMIT t� "_ BUILDING INSPECTOR to Ty ® ® dover No. i g dover, Mass.,- a f7 d QOS/ COC HICHE W ICI( y1. STE RAD A �C U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT....af/ �......... ....0....... ................... BUILDING INSPECTOR .............. ............................... ..................... Foundation has permission to erect.........../.................. .... buildings on. Q .7......��5,�..�...��.�J4./'. .....Iv �lQ• Rough i to be occupied as..J).p .)Pe........ a 1. .4�....!�/1..,/�f. ��I� �� /N�./�.............'f�� ehimney provided that the person accepting this permit shall in every respect conform to the terms of the applica lion on file in Final this office, and to the provisions of the Codes and By-Law relating to the Ins ection, Alteration and Construction of Buildings in the Town of North Andover. 1D:C relating 441CQ 00 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STAR S ELECTRICAL INSPECTOR Rough • .. .............. ..��.. Service . .................... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFina, No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. Burner FlRE DEPARTMENT Street No. SEE REVERSE SIDE Smoke Det. r SPECIFICATIONS PRODUCT ACTION REQUEST PMA®Re CODES DRAWING INDEX E W0 ACTION REQUESTED: RESPONSE: DESIGN 'CODES CENERW REouIR.,-.ad 1.00 SPECIFICATIONS, SCHEDULES, & INDEX I. work p'rearl d shall campy wan tM fotowing: PAR d 99025 BASED ON C.A.B.O. BASIC BulLomc CODE 2.00 FOUNDATION PLAN 1NGROUND E- �- A. These general notes unless otherwise noted on plans ar product DATE;2-11-99 ADD PARTIAL PLAN5 FOR OIL HEAT COWITION5 PARTIAL PLAN5 FOR OIL HEAT 60NDITION5 ARE ADDED. 1995 EDITION < Zi specificatbns. 4 B All applicable Iood and state Codes,arailmmes and egulabons EFFECTED 5HEET5 2.01.4.00,4.01 2.01 FINISHED BASEMENT PLAN C. N areas xhere the dneengs do net address methodology, BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION .� he aanbacter shat be bound 0 perform in=trot camplbnee wAh 3.00 FOUNDATION DETAILS �^1 x manufacturers elpsciie time arM/or momehenealions. _ BASED ON MASSACHUSSE75 STATE BUILDING CODE 780 CMR 6th EDITION M� �+ PAR�00D5a 4.00 FIRST FLOOR PLAN ' ' . 2. The general notes and typical details apply throughout the PATE= 03/23/00 1.PROVIDE BOTH LPI 20&26A SERIES 0015T LAYOUTS. L CHECKED FOR TRAP PR06LEM5--NOTED DWGS.TO BE FOR BOTH 20 8 264 SERIES 4.01 SECOND FLOOR PLAN 'z job unless otherwise noted or shown. Ay t 3. Dlscreponc.. The ccdtrod.r shall compare and wardinple EFFECTED SHEETS B 008 OOA.8oI,8OIA all dm»inge:w n m the opman H lha contactor,a dieerepancy 5.00 ELEVATION #1 F exists he shay promptly report it to the Architect fa proper adjustment w Cn Z before p-ronng wino the.ark BUILDING CODE ANALYSIS 5.01 ELEVATION #2 uo4 4. omissions: In the event certain features of the coast,=ion PAR 00155 5.02 ELEVATION #a E are not fully shown on the draemp.their construction shag beof OATEN 09/08/00 1. APO 3-6AR FRONT LOAD GARAGE, I. ADOEO 54T.16.01 USE 6ROOP' R.4 ` IM same ahanacl,as lar similar conditions that are shown or,noted. Z. CHECK 616 J015T5 IN GARAGE. 2. ADDED 2%10 CCG.JOISTS&DELETED COLLAR TIES.SHT 9.00 CONSTRUCTION CLASS: UNFROTECTED 5.02A ELEVATION #3 - ENGLISH BASEMENT 5. AV work is to be perfomed in o professional manner and in accordance with standard pre-tae end consistent with manufactures s ACTION REQUESTED: RESPONSE: DIGHT B AREA LIMITATION; 2 5TORT MAXIMUM H6T 35 FEET 6.00 REAR AND SIDE ELEVATIONS �e and supplier',es Ahab be installation procedures. EMERW14CY E5CAPE1 EGRE55 OR RE56VE WINOOW5 FROM SLEEPING ROOMS 6. Dm non s hall be read ar cnamtm am n-a aaa. 7.00 BUILDING SECTIONS SHALL HAVE A MINIMUM OF 57 50.FT. NJ dimensions are to the/4'rough amsun noted ted other At drawings PAR 0I-061 7.10 KITCHEN AND BATH ELEVATIONS are at 7"=4'-0'(1/4'=I'-0')unless noted 0th=-anise GATE: 06/12;01 6ARAfiE/HOUSE LEIL INC/WALL A55EM6I°Y1 I/2"GYPSUM BOARD OR 5/0"6YP5UAI DOARO R REQUIRED-WALL M S CEILING W'/20 MIN.GARAGE/HOUSE DOOR. 8.00 FiRST FLOOR FRAMING PLANS ,CONCRETE/FOUNMTIONS INTERIOR STAIR PROTECTIONt (1)LAYER OF 1/2a 6YP5UM BOARD TO ALL SJRFALE5 IN ACCE551BLE AREA5 8.01 SECOND FLOOR FRAMING PLAN S n,�elg Q Provide Optional EnyM1sh 0aeement.for eleuaEon 3. I I Provided Optiolwl English Basement for elevatbn 3.(2.00 4.00 5.02A:6.00 9.00) 1. The manarote properties shall be as fallow=: 2)Adjust part.P000dalbn plan P 5u-Iroom to match First Floor. 2)Adjusted part.foundation plan P 5uoroom to match First Floor.(2.00,1.00) DE5I6M LOA05- LIVE LOAD FLOOR5 40 P5F 9.00 ROOF FRAMING PLANS Min.Camp strewglh Min.aggregate 3)Change Foyer wall to be 2 x 6 Bdbon Framing. 3)Change Foyer wall to be 2 x 6 Balloon Framing. 14.00el:4.01(s)�5.00-5.02A;7.00;8.01(e) LIVE LOAD ROOF 35 PSF(RAIN.TOP LORD) Item 'f 28 does fPS11 Sire Slum 4)Char=ge Window RD+10"to W,ndow R 0.+9n P Opt Bay Windows. 14 00) DEAD LOAD=FLOOR AREA 12 IN 10.00 TYPICAL WALL SECTIONS Footings 3000 1/2-1 4°(+/-1') 4)Changed Andow R 0.+l0°to Window R.O.•9'P Opt Days Windows.(4.00NI:6.00(B)) DEAD LOAD ROOF 17 PSA I?P55E51 T Slab on 3000QNT) I/2-1 4"(+/-,/z•) 9 p y 11.00 STANDARD INTERIOR/EXTERIOR DETAILS S 35IXI(EAT)GPRAC£ DECKS=40 PER wet: 3DOD 1/2-1 4'(+/-1/2°) ACTION REQUESTED: RESPONSE: WIND LOAD=18 P5F 11.01 STANDARD DETAILS 2. Concrete Mark mall conform to all requirements of ACI-318-89 - STAIR LOADS=40 PSF and AG 301-72,spscifccti.m lar eladural concrete for b 1d'm9s. PAR 102-335 SNOW LOAD•35 P51' 11.02 STANDARD DETAILS 3. All reinforcement,anchor bogs,Pipe Sleeves and other inserts stall be po Toasty secured in place before co erete is placed. DATE: 09/10/02 11.03 STANDARD DETAILS 4. Provide 95%bock(dl compaction at 6'layers at all slabs ATTIC VENTILATION- 12.00 STANDARD FIREPLACE DETAILS ' and footings Ba 4fit to be of approved material. I.Replace basement bean 922 with flush bean to match floor system. 1.Replaced basement bean 1122 with flush been to match floor system.Cr 00.2 00e.6.00,B.00a1 1648 S.F./300,549 5F.REQUIRED 5. Reference foundation nates for reinforcement requirements' 2 Provide continews 4-span beam far basement to replace beam 1120 and 921. 1.Provmed continuous 4-spen beam for basement to replace beam 1120 add IT and gave the 13.00 BASEMENT & 1st FLOOR MECHANICAL PLAN 6. Too.edge d contal inks and of slab to wall ads. RIDGE VENT=46 L.F.%.OBS FREE AREA/LF=3.91 SF. a9 A p 3.VerM bzam reF¢rence numbers match coke beam the reference'120 and reference 1121 was removed.(2.00,2.00e.BOO, a) SOFFIT PENT=100 L.F.%.045 FREE AREA/LF=496 5F 7. At ext i,r:lob-on-rode concrete hall canmin not less then 5x 13.01 SECOND FLOOR MECHANICAL PLAN 9 4.oma J1 Fra lana. 3 Vamead bases reference wmbars match edea.(4 00,4.00x,4.01,4 Of..5.00-5.02,5.02x,8.00. TOTAL 877 14.00 BASEMENT & FiRST FLOOR ELECTRICAL PLAN O re Ihw 79,air eNainmem. "a^9 p 8.000.6.01,8.010.9.00,9.00a,16.00.16.01) Fourolot I Footing depths are shown on the scdions unless dhenres 4.Omitted TJ I framing pans.18 00,BOH rated,footings shat bear a minimum Of below into original MINIMUMR-VALUESOFOPENING5� 6LAZIN6 vi Rvdae=2.05 14.01 SECOND FLOOR ELECTRICAL PLAN Alunum R Value= 30 T ands:wmm sou aro a minimum of 2a•below Rnianed grave 9` 15.00 OPT. SiDE SUNROOM 36°-Frederick Co.MD.&Hors..). W o, replied, PA;Gly fa Frederick t;. - �^ OOORS� Entr R Vo1,e=14.97 az'-Rnoae lxlana;da'-Ma .). were sq lino.:tap radia m roup or I 5e0 Vak e•159 15.01 OPT. FLORIDA ROOM 4 z naxwhen, 'Item a1. 5KYL16HT5 RValue=3.57 16.00 OPT. 3-CAR SIDE LOAD GARAGE PLAN & ELEVATIONS 2. Where wndlbns develop requiring charges in acavalions, "r ��`= �� .on changes sax be made as directed by the Geotechnical Ergs ser. 1' � i �j�(��'� 16.01 OPT. 3-CAR FRONT LOAD GARAGE PLAN & ELEVATIONS � 3. Soil n-igahan and report: At earth work,compach'on VOLUME CALCULATIONS: 11352 c.f.BASEMENT 5LAB AREA X WALL HT, and superv'sian shall be done per reoommere ations of soil 12771 c.f.FIR51 FLOOR FIR5T FLOOR AREA%WALL M. vesligah'on report. Concrete slab and Iw6ng cake etiona are based 13504 cf.`ELONO FLOOR SECOND FUR AREA X WALL HT+2 5TORT SPACE%9' on a 20DO psfvalue. 11 the file led borirgs indicate le-routes, 3900 c.f.GARAGE GARAGE X ID' ratify Arc=hitect so that necessary structural modlficatlons can be made. © 4116 c f. ROOF ROOF - O CARPENTRY ' • t w V® � t- TOTAL 45643 cS. Lumber cane 6 T yx IAT joists,ratters,and headers shall be,unless otherwise `J .led.Hem-Fir 12 w'rh the fallowing minimum ellawable stresses and modulus of elastichy: A. Extreme liber stress Fb=850 PSI(Repel member) B. Hmimession pr. FwIO PSI �� 2 g f/� ABBREVIATIONS G Compression perrity:uE=to gain: Fc-405 PSI J Lck D. I Him -of may E=uteri, all P51 Z. Hem-fir may be,ts notedd,subatRulm species shill meet • A8 ABOVE BOL( GA GAUGE REF. 7� O�10 TO E'f, ar teed requirements noted shave. © '�/ AFF. ABOVE FINISH FLOOR bALV. 6ALVNJIZED REINA. SPF stud grade properties(2 x 4 or 2 x 6) .3 O O C/ AOJ. ADJACENT/ADJU5TABLE GL. Fb=676 pa VL AI GENERAL C01fIRAC10R REC'0 Fv=IO AF.T PHO'!EFWISH iREAO GEN. GNEfiAI RMS /--r Ps ` "CH, ANCUN MH7R UNUM GILP. GLUE LAM R'O ROULii OPENING _ Fci=42 DS h ( \ 4 ANGLE R. RISER Fc=B7.`psi ` II� C ARCA ARCHITECTURAL µOpp, RNO ROUN7 J HAFDMIARE E = I,200,OD0 psi ,, a AT Ip.WD. HARDNCOD - �o µOT HEIGH Be: SAk'LUT WOOD CNCINEFAFD FRAMED SYSTEMS / eD. BOARo ROR 56HEM. SCHEMATIC HOR IZONTAL,NORIZONiALLT Toss diagrams straw design intent only. Truss submit shop to HR. HOAR $q dray all spans,dimensions,pitches,etc.and submit shop /L 1 BLDG. BUIL011:6 SHLF 51ELf '- 'ea 1/`f1' BM BEAR Hop_ HOBS 5x1. 5NEET drarvings prior to fabrication. / BTM BOTTOM I� H05E BIB 5W. 5WKRR CH L ffff�� BLKG. BEAR]5G 55. 5TAMLE%SrEELCa Floor Trusses ( p FH6. BEARING IN 1.51XMODIAMETER 5TL. 5TEEL gs 1. Floor tassel:pre-engineered trusses. Floor truss ��. i 13RK BRICK IN6R. IN GROU}D suff'. . STRJL1lIRPL RE nN manulaturer to wppy shop drawings and erection drawings.Shop drawings { /J B5MT BASEMENT INSIIL. IN5JLATION BUg SU:REN51gl LT3<� must be sealed by a pro(esiowl engineer registered in the /,I( tn�' �' wT. wTERId+ 560 5-PINK GLA5500OR g�6$ gamming jurisdictim. U / C.J. 6NTRO1.JOINT 1.5 IrodoX CORNER 50. 5OUARE 2. Flow Trusses shall be deli d to Omit de(lecl'mn to L 480 ' -fi� Q CENTER LdOJ ` H, �as 5�u 9r'a / ` CMV. CONCRETE MASONRY UNIT Ji. JOINT lig TOWEL BAR for five loo and for o deed land of 40 PSE+12 PSF. Rc°ms consisting ^ J CAL. COLUMN T g 6 T01YUE ANP GROVE No of different regths the ddlectim of Ne shores!span k.11 govern ...! CONIC CONCRETE 151 KIPS PER SQUARE INCH 165 TOP Gf GRADE SLAB, n the shortest span shall govern. ((V//�� _ LONG. LORPH&I TFW TOP OF FOU DATION WALL -Joist (ANT. LONrIM1015 LT.AT LIGMWEIGHT TIP TYPICAL S $p'•1 < caws. cousTRucrloN LT. ee I. I-joist:Pre-engineered joists.1-joist manufacturer to supply a erigineaing calculatias sealed by a professional ergineer registered /- CTS' CaUHTERS•JNK LVR. LW R 'IR TOWEELROO REVISION TRACKING ��_ �7zsEwe in the _ =diction.Connections and details shill be as shown CO LASED LRNINj LT. LAUM1DRy ll9 iRR TRIPLE governing jar CAN( CANTILEVER >-�woFM&� on plant CT. CE IC TILE MAS MAEsON'RY LNG. UKYE55 NOTED OTHERWISE H♦0 PATE � �A'� N01E5 W it- E WI 2, Floor I-jo'ot shall be designed to limit deflec6an to L/480 CLC. CEILING MAT. MATERIAL 00054 03/23/00 LPI FRIG In se CA for Ii load and far a dead bad of 40 PST+12 PSF. Roams cons681g LM. CROWN MOVLD MAX. MAXIMUM VERT. VERTICh qqq ` of different lengths the de0ectbn of the shorest spun stroll gamin. CA. CHAIR RA0. MF- VER FY WfIELD OC155 Oi/OB/00 GARAGE S��G add 71 .coo MLv1uM vFwSrzr aVERLAY w WASHER 01-061 06/11/01 ENGLISH BASEMENT the shadasl s toll MELH MEOINNICN. pons govern. ' 0 DRTFR MIN. MINIMUM °/ Wrtx 02-335 09/10/02 STRUCTURAL*0 Raaf Tassel d PI N' M0. MASONRY OPEN WG '�. WOOD DBL. OOUBIE WWF. WELOED WIRE FABRIC I. Root Trusses: Pre-Engineered hu==es. Roof truss manufacturer to supply MTC. shop or,*uses am erection dn000rts sewed by o professional engineer registered PIA, PUJqTERDR. DIRECTION METOL amWOORW/G WOWT in the governing jurisdiction.Connections and details shall be as shaven DN "AN NOT IN CONTRACT an plans. DR. 000f1 INT51 NOT 1051ALE 4 AMG, D W O.C. ON CENTER ING 01 OPERATOR OIL pETA!L DOMAOptl6 OPENING 0 OPT OFTIONAL EA EACH OSB. ORIENTED STRANOBOPRJOuni gTAl4N BY EL ELPAN51w JOINT IW/R DNE ROO O( ) / ELEL. ELECTRICAL V O EO. ELEVATING 115 OPE`.JiELf DALE EQ. EOUN. PC PRECAST GRO55 F/N/5fiUD REV No.I DATE 9 ewV - EOVIPM£!P ryjp PARTICLE BOARD SCJUAREFODTAGES 50UAREFODTAGES , - -✓Pg ^J I / on, E%CH THAI FL. PANEL 01-3- 03/10/02 1 �J\/ �? �L POP PLY�WQDD F/RSTFLODR 4/9 F/R5:FLOG4 4/9 PF. PREFABRICATED 5�COhDFZ OOR /546 CONOfTOl.Y1 /546 FAC FLOOF LOVERIMS LWNGE pR. PAIR 6A M N•* O / O JOB MINRLIi FD FLOOR GRAIN RiOJ. PROJECT/PROJECTED rroN. FOUWATION Psi POUNDS PER Sa,IN. GARAGE 390 OK F/K 65MT FLOOR. Far Por W PER SOFT. REL ROOM 359 / FI ",RFIREPLATE P.T. PRF55uRc 1REATEO TOTAL 4619 STUDY /5B A1203TB / FR. FIR RATED Fad MAINE 01 OUAORUPLE CATH 31 FT FOOT 7 FEET ORVA ROOM ?40 SHEET AT BER FTG fFZ 00TI;U GARAGE 390 TOTAZ 1 q w O O SP-1A10DW0 rev 05/05/9 8130/94 A05REV © COPYRIGHT 1999 Palle Home Corporotion O .-I a Q 6'.Ehd-Zn F•-1 — — o I { 3.00 Eo 2x6 16"0L.STUD WALL L 3 X31 pH ti E4 IN '^ 0.0 3030 5H 3030 5H 1 — _ — ———— — — —— — —— —— :. + : gKjqu TOW W"POURED CM \W9 EXTEND II OE OE ALONGLSIDES 0'-4 FOUND .WALL ON - - 0.LYH UNDii LDNL FOOTING STOR MEGH RM OPT.RE { 1 PART.FOUNDATION PLAN e ENGLISH BASMENT GONDIT E-z SCALEI/,°=I'-0" E _ � 1 - w ao E-� E~ 54'-0" 14'12 3.00 2.6 16"06,5TU0 WALL 6/0 5G0 5T Oa Ems^4 PART.FOUNDATION PLAN OPT.6/O AT IUM DOOR o.o so a sH 3050°se 7 ---------------- ---- ----- ----� � W/ OPT.FAM.RM.MA5 F.P. — ——— z- 56 e scaLE X114"=r-o° — — ---12.11 X-+ave,- —--1213-X 10.W1- {211+121.5eF."E 1211+1U5@:E E. 1t)JtIaISeEE, : I # � 1 I = Fga-01 /MEG—HR M Ex'ENo'o o°Aio�Ls oE5 OPT.REG ROOM OPT. 5TUD7Y " ,I. N RT.FOUNDATION PLAN B OPT.WALKOUT GOND. 4 r o .00 5C EI/4"=1'-0" --` --- - -540,- -- �.� OPi.FLCRIOA ROOM.LOCATgN p ' - 0" 18'_4:: v " 1 �- T - - - - -- KAo o F 3.00 GARAGE s UNEXCAVATED 9 -- s CONTROLLED FILL _ REF SH7 15 p0 FOR ADDITIONAL INFORMAL ION FOR OPi.REAR I a}{ a 1 6x6 OE61 P0575 w/ II ^� FLORIDA ROOM CONC.FTG DEEP m CONCRETE W/J }, FIBER OLOLK ON WALL EXTEND SLAB TO V—V———— 1 1 OPTIONAL PRECA5T EXT.FACE O.O `, I 1 CONC.6JLKIEADj 3.00 51 @ OVERD16 r 'g ———— —————— C J —— T 10" —_————B x�2",D,LON6 INTEL f 6z. 10"POURED LDNL. W/P;'4 Y3`8 BOT.1YP) L \ 1 9x/qn FOUND,WALL ON TOW W. C J71111, 16"%10'CONL.FOOTING 0''4" bULKH W/OPT. i.0.5LPB BULKHEAD+REF. -3.00 � r m '2" L11'x 15"BSMT WDw UNFINISHED 30".15°05MT WDW ] F 5ET FLU5H W/TCP OF 5ET FLU5H W/TOP OF I m - -' 5TORA6E FON WALL.OMIT A_L FON WALL.OMIT ALL r e w/o coND.ITYP.1 e w!o corvD.ITYP.1 I5'_31i KC OF COL LC COL. 12L}" Y OPT.FOUNDATION PLAN B OPT.FRONTLOAD 6ARA6E ; ----- y.°" 12'-1314" OCNTR LINE 2"10 N IDE OF T IB'J' 3 1/2'4XI I GA.ADJ.2 0° 10' _ 5CALE 1/4-1�0' — SLEEVE PM.TO VERIFY _ T 6° 3 3" 1 OF COLUMi� —'lm SUMP PUMP ANU5 P 2 UNIT COOP.TLOCATION Fp---�-REPO � 31/2"0X11 GA.ADJ. SiL LIX.-ON:6°X36"X12"AHJ0EM1 PoCKEi 5TL.COL.ON 36%36"X12" LDNL FTG V;/'4 P 12"06E.W.y� ,_ -___-_, REF.K-3.00 LONL FTC W/°4 a 12"O.CEM 5TL COL.REF F_ _ BEAM POCKET— ———— — — - 7REP,K-3.00 2-I /4"X 9 1/2'LVL Lft 1 � — -13/4'X117/B"LVL FLUSH REf.FOUNDATIONI 4"x II 1/ LVL _ EY3" WUS 4 AN - - _� 3.00 bF 7-6 L 129KI = L.IK L J 120 L 5.9 v I §3M ,o b 1 w I H 131/2"9X11 GA AVO h 4.7KOXI 8� na BLOCK ON WALL GAR.51 AB }` p 57l?COLI ON 36°X36"X12" I 1 ft EXTEND SLAB TO r I CONCCFG W/'46P 12"OIC.E.W, OPT'B4 RE FRMG P AN ��6gz ETT.FACE I 3.00 19.W° OPT PLUMH{LJb CONC Fib W/r4 P 12"O.LI.. L Z4"X48°X12"LON Fib / IA'4" 0° 7'"7" RHU6&IIJ j# 0,0 - _ _ -- °4 e 12"O.C.EAc WAY 5E IsW •' FOR dl IN`O. " - Z4°X24"X12" _-- 'a-_ _ W'/ SUNROOM $NEI I 6'� 3.00 CONC.FIG. `a�3 O.APRON GARAGE I I --z : - �v o a RAKEWALL e w- I - @ 34"AFN. .£ I UNEXCAVATED m OPT.OPEN RAILNJG II F I CONTROLLED FILL .00 CONCRETE W/� FIBER ME5H L� I m 3.00 I L---- n L J I - BRAWN B Y: p • 3.00 M G B REv No oa1E - R �\ -- =------ 3.00 �" A — POVER0IG PBRILK cm oY OW. J3B NVNBEA TO.W. PROVIDE DRAIN TIL" AROUND PERIMETER OF FOUNDA710N a 5 1 ®3 AS REO'D BY APPROVED - J4` OPT.6RILK GEOTECHNICAL REPORT. a B1203FDN 34'0" SHEET NUMBER FOUNDATION PLAN PARTIAL FOUNDATION PLAN B OPT.SUNROOM 2.00 OPT.FOUNDATION PLAN B SIDELOAD GARAGE @ ENGL 15H BASEMENT GOND. 5CALE,114"• °„ 5CALE+114".1`0 5CALE 1/4":0-0" © COPYRIGHT 1999 Pulte Home Corporation OF t OPT. WINDOW REF.P-II P-IL00 00 FLUE 2fielliffik NOES p m,Tly X ° O -I ALL LASED OPENIN65 SHALL HAVE F' x�g SAME CA51W HE16H15 A5 OPENINGS W.'/DOORS L5m BEARING WALL W NOOK ow ,_..a A ALL WALLS SHALL BE 1 X 4 UNLESS N01ED OiH'cRW15E 1.10 0 1L ALL IAt FLR.WINDOW HORS¢94"AFF,U.NO. _ 2/0 QQ SET ALL B5MT.WINDOWS HOR5 a 82 5/81'AF5.UNO. q� LINE OF 5TAIR5 _ 1 gall REFERENCE CORNICE DETAILS FOR 2nd FLR.WINDOW Q' t u • el a ENOLI5H BASEMENT CONO. 2/8 m L UP 20 MRJ ) OPT. S THIN A SET ALL LE *---------- ------ -i Jfl k v� 3R 2/8 /1 X SLAIO 0 ALUP T WINDO B SHALL BE TR MMED PER UNOERLEVEL = �h SPELIF_LEVEL Q�' I. 5E ALL E ON 0'FELT ------ PROVIDE MINUMUTA OF 4 j_____________ ________-____________. .______________-___ , - PW9R ALL ANGLED WALL5 a 45 RETURNS P AL OFENriGS 1 GREES UNO. GARAGE D ENTRANCE DOORS d WINDOWS WI I%TRIM¢BRICK PROVIDE I LAYER GYP.B0.ON ALL WALLS. 1 = KITCHEN A LON:71710N5 SHALL HAVE EXTEND JAMBS. L W z 11 o m PROVIDE LAYER GYP.90.ON CEIL IN6 11 �/ ALL BRICK 5URROUN05`SHALL PROJECT 0 E CG 0 ( - W/I LAYER 1/16 05B W/R-30 11 � [--' INI UNDER 2ND FLOOR FINISHED AREAS. o WALLOVEN REF I L 18RARY - OPT.218 L --- ------- -LITE DOOR 22°%30 _---r -_- m "ATTIC I 'SINGLE"FFI OND OPT:GOURMET KITG EN - �' ACLE55 PANEL L_--J i 20 MW. SLALf�U_k'�-_I=0' SCACE'Y/d"'-7'-Ou—"�- r ' V � V = 1xID W/ 1112x toe t I/ 112� I2�BEE W/ (Z,U 1 1215 e E.E.W/ - C--[Q --�� 5• _ - L6x4x3/8 L005E L6x4x3/0 LOOSE -J STC.ANGLE¢OPT.BRICK 4`0- m 0'x7'GARAGE DOOR 8'x7'GARAGE DOOR N Ig'-8" 20-10 n FLORIOA ROOM LOCA -10" 1-42 6'-93" 6'.q n ` 1 11'42" 9.`127' -� 11'_6" In X 6'-93/4 13-25,/4 %19'-81(Z" 15-0 34, 112 I/1 40-1 J/2 47-51/2' 54-0 OPT.DECK ?1 i (PART:PLAN B OPT.FRONT LOAD GARAGE f � 1 ___ '_ IJ1 REf(o ii O SCALE,II4nF H/1 102 -11:01 / F r 1yj"'' 201.6" 2'-4" WND R ."9" 2`0 - �4 -- NOTES REF 54T 15.06 FOR ADDITIONAL /// IIFORMAIION FOR OPT.REPR ! L L L L L 1,11 116 III B SAFET LASS p �� y FLORIDA ROOM F 0 7.00 ��. H 1936 TWIN C 1 - / ti2951 OH TW� 2852 DH THIN 7' - 6/0 SGD 5 SET SILL @ 419 AFF P1 BDxOJT WI 00' N 2 2X10 W/2J"5 EE EF.P-I 1.00 h'� _1852 DHS 30505H 1U11N-'"' 3050 SH TWIN-- I OPT RIUM DOOR ;; -- � h. -{3)-3050 SN OEF FIIREP Frt 2.O�O FOR r f l-� _2_-1 3/4`-X'14"LVL �'" " 2-I 3/' +k'.7 LVL `r-(�•i 1 Pk—2--2-X10 W/-1/2"P YWOOD 1 pigL - 0o and " 1 _ !o� o, W/14Ui14 eEE. 1) "12)5@$ir, x o o W/I312X4BET.WINDOWS AD IONAL NFORMATION. 1m = 114 - , 115 D/W - 32"AFF PA55 TIRW I I - W/12"WALL LADDER ABOVE REF.NI1.01 `� 77 STD 42"DIRE VENT FIREPLACE _ r = rc 1 - NOOK Q D NING _ m - KITCHEN r - , 1 OPT.PREFAB FIREPLACE _ - o _ o- - - 36°x ISLAND REF 120 o E SHi 0 FAMILY RM 0 = VIm F ALI" D 6L I" FAMILY _ _ FLU 2866 \ 2/0 REF - _ p KGEEWALL � HIO �� BnxB°COL r _ 2/4 2. - O 100 b � `• -- 1 ----- BEARING WALL 5'. '�r BEARING W LL 3 '0 BEARIN WALL +-H 3Lq"%14"LVL W/L<I 2X4 E. - 1 '� � _ 2`0` - _ -_ OPT. ` P4 u 4 o� LINE OF STAIRS N Z'-0' u - I -m pl a swosH BASEMENT GOND. 1/A 2/4 21814R S NR00 a w Ex � o 0 r a out T.MASONRY FIREPLACE w BP DMIN 3 . iO a '¢ �w _ 3fl 'GLC-„' I/fi _ 1 so15 w ms�m o SCALE d/4"'I-0 i - oyN a q-.______-_ ___________________________. o I PrL gZ = � o - -- GA _ti R/15 = LIVING m RAGE 4PN5 �F;o� PROVIDE ILA TER GYP.BD.ON CEILING ,I--------- " '3'4" 4-6" g:. - - SI + PROVIDE I LAYER GYP.BD.ON ALL WALLS. 5'5 w w „ _ _a a. = o m a W'/ILAYER 7/16"058 W1 30 � �Zo� OPEII RAIL `-_ �-�`�' ��of X~¢ - 2/6 INSUL.UNDER 2ND FLOOR FINISHED AFC=AS. L 19RARY _ `3 �3 ry m� to _ P3S'OFT ^�, 'I LITE UL"�� ; -am p 6"SLOPE o II �� },p ��S�w'`°i ¢�wgZNw 3-1 3/4"X 18"LVL W/(6)2X4 a BE. OPT.2/0 PR = FOYER I o hti"h N} m �a III a^ 0PT.5M.V5 10 LITE W/PNC _ I n _ - REF.H-I 1.01 2 STORY F_--I k--12"MALL LADDER --� 22"130"ATTIC�- I PNL I PNL4 _ REF.NI1.01 - pi ACCESS PANEL L-J b ff - 20 MIN. _ 118 = IP 2x6 LOONFR MEIPi m Orzxlo wl /{ 1 aEF—LEvs o PART.PLAN BRAWN BY: f �I B �i = ma _m 2852 ol 2852 D' 1 r OPT.5UNROOM _ DATE: /DN9 - - 3050 5H \\\\ 3050 5H - SCALE'l/4"=I'0° - REV Na DATE tz 3lu 34'-0" 22'-1 I/2" I'-10' f Oi O NOTE: di-33"09/b/D2 2 1'00 I' 9'-0" 121-0 I (`- L REF.ELEVATIONS FOR PROJECTED FOYER5 / 8 STOOP CMITION5. V -F V V �I 2_REF.TYPICAL WALL SECTION SHEET FOR ,pg NUURER REJOTES. 34'-0" '' 3.REF.I.ILOOFLOOR B ROOF FRAMING FOR � PROJECTED FRONTS. C1203FP1 ART.PLAN B E LOAD GARAGE = ENGL 15H B SEMENTF L O O R P L A N =BEET NaM9ER - J - ALE=I/4°=I'-D" SCALE'I/4'=I'-0" . 4.00 © COPYRIGHT 1999 Pulte Home Corporation O= O '-H Q' 4 Z ALL LA5E0 OPEI4IN65 5HALL HAVE I () SAME CA51N6 HE16HT5 A5 OPENIN65 W/DOORS ALL WALL5 5HALL BE 2 X 4 UNLE55 NOTED OTHERWISE 3'-6 1/2" ALL Isl PLR,WINDOW WR5'94"P.F.F.U.N.O. 5ET ALL 55MT.WINDOWS HOR5'82 5/6"AF.5.U.WO. 11'-7" REFERENCE CORNICE OETAIL5 FOR 2nd FLR,WIWOW O ` TO CENTER OF TO CENT HEADER HEIGHTS r_, F" D 551W WINDOW BORM 'DO - W Q 24 2 DN THIN 5Ei ALL CERAMIC TILE OVER 5/8"UK"7ERLAYMENi M 2040 5H to- - - ALL WIN70W5 SHALL BE TRIMMED PER SPE61F.LEVEL EEL 22X10 211 ALL TU55 ON 90'FELT O x36 o L PRO410E MIN'JMUM OF 4"RETURNS'ALL OPENINGS O BAT 2/4ALL ANGLED WALL5 0 45 DE6E5 U.N.O. _ 1.10 RJEENTRANCE DOOR5 B WIN70W5 W/I X TRIM'BRICK J CONDITION55HALL HAVE EXTEW JAM85. BDRM 'Z. ALL BRICK SURRp1W5 SHALL PROJECT I" �Y M01 W m - 6ENUOTE13 I - P '551 G - 6 7-1D 16"SHELF 6 5'- AFF. 1 I" 2/4 OPT.IA611115 �7 22"X50"ATT IC U VR r ALCE55 PANEL - NOl �o T.ATTIC LADDER z ALWILL,,��YS 0 DR ER = TO RI6H W 5124 Cyrn OrJ�i 1218r�YiIrui�l Aly w; �2 a /6 5N'+5 "'�"'@ Meir- ►ham t HALL o PARTIAL PLAN W/ OPT, 13ATH '3 0 SCALE:1/4"=I'-d' 541-0" ✓ 191-81/2,. 10'6" 6'.21' 21.111 T 4'-41/2" _ /1 61.9" 3'.3" 3'-3" 9'-10" 10'-9 1/2" 12-9° 7'-4" I �t d-0" X ILO_ A 191-6 1/211 9'-I° 30'-6" 33'-10 1/2" 36'-11 UP 391-4" A61 54'-0" ^ _ 7.00 2046 0H TWIN 7.00 Q d 3},52 D�ti ti W/1EMP5RED GLA55 28310 OH 2852 D TWIN (3f 0505H r5ET t 29"-AF F.1 101 30385H -- E--t GON,35PAN 72NI0 _ � - �--30505H TWIN - o� r 11J�(315'E.E. 103 1�n x36121J+2(2 'E.E (7TZX10 W/I%2"ftYWD.1 RI 121 E,21 J' 5'E ii:�F 11 - 2i.di IL6n ILbn 2LOu A2RE55 2/4 COLAtm ; �1�G 1 6 7.10 BD -------- MSTR SUITE 5'-9" w5� - 2/4 OFT. F',pf�CLI. _ --- - NOTE REF'!' 2/4 ^n ;t < LOCATE .TUB TO LEFT 2..0.. . -------- ' o OF WA- R ON RE/ER5E PLAN \ -. _- �� = 15124" 5HLV5L 2/4 _ add` am _ BRG WALL o - 2/8 BR6 WALL - S? ,1 FLUE (212x10 (212X10" ill J6 �2)2XIO MSTR SUITE f _ - - - --------- 7'91/2" m fur,HALL 8'-91/2+ N-4" E H -"13' " n., _ _ KN WALL P 37°0.FF. a 13� e, OP T.OPEN RAIL REF.E-I I.I 214 7.10 II c �j � 5 t _-L11 3/4"_9 1/2"LVL W/(212X4 PE.E.- __BRG WALL •(2)2X10 %0 `__e 2/0 = F C 2/0 -a2 WALL LADDER_- _ 2/4 IR/15- ) _mDN b e �5124"L... _ IR/15 COL - 5 V5_ �212XI0., r J2 2x10 �, 1s124" — _ m�nn I REF.N-11.01 ) __ - -_ _ 5iLV5 2/O OBL PS o� orc ® { BR6/WALL '2/4 2/8 (212X10 (2!2 10 BRG WALL 11210 9 21 WIG = F3� - 51TTIN6 RM IN 4'-6" 9I, 314" } a 20" g Z llbn 31.On 5'-i v �" 3sFz 3z BDRM '4 0 _ OP 36'D.4 P REF 2AD IG 6 5 6 BDRM '4 r BDRM '3 mw FOYER - —'`--!" "E'TO BELON -- 51N6LE_ _F-H A- -N Q o KL m � DRAMN BY: A REF ELEVSo Zx b BA!LOOH'FR/1A1E F. 7.00 �E ELEV a DALE: IN/9i , REF.ELEV r JI REV No. °A1E X 54'-0" X 34'31/2" �../ "1 \? 21'-11/1" I'-10" `/ X 0'-0 02-33 09/10/C>2 01 'F V V ' F V } V 19'-8/211 3a-3 U2" / JOB NUMBER i- e _---__ � � T 512 0 3 5EGONO FLOOR PLAN �.�,w \ 700 a G1203FP2 �G _ _ .. -- SHEET NUMBER 4.01 © COPYRfGHT 1999 Pulte Home Corporation 0 CONTINUOU5 RIDGE VENT FALSE VENT 24"EACH END _ E--1 W Q P —OPT.00XED-OUT RAKE E Q I I I I I E— s , CON-PO517ION SHINGLES I / -!n-' d REF PROOULT SPECS 12 FYPON 66OPR-34 COMP051TION SHINGLES REF PRODUCT 5PE65 IOD Q'i - I B i I I I �4 ❑,� jL00 100 SIDING z ' t I REF PRODUCT 5PE65 O _ w O I6°CORNER B0.W/ E 4°RETURN FM b"REZERR BD W/ SICWJ6 I ® ® ® ® 4°RETURN ^ p F� REF.FROD'JLT SPECS � SIDING-REF PRODJCT SPECS SIDING � CV�. M REF.PROWCT SECS .00 4'TRIM E,] FYPON'6608-2Fm 4 I _ r R ( P BRICK COW. I FYPON 660PR-34 4"SILL 0 CRICKKRI KEi BRICK I � REF.PRODUCT SPECS I FYPoN CAPITAL'050 ENNAFYPoN PILASTER'2526 — — I ® ©© — FYPON,850 - 46 BRICK JACKARLH FYPONI 110 M - W/KEYSTONE FYPON'650 wDW.NOR LOO b _ LF 0 WbP0'JT&SPLASH BLOCK FF I II I I REF,/ 14 x60 PANEL SNTTER FT REF.PROD.SPECS. OPT.FIXTURE II REF.PFt00VLT SPECS - OPT.PROP DOWNSPOLR 6 SPLASH BLOCK H17 F b"CIXRf.ER 80.W1 a uY 1 REF,PROD.SPECS 4"RETURN —4"SILL ` I LF F FF F DOWNSPOUT&SPLAS[7IFE ' REF.PROD.SPECS. B°SILLII II IF II �, O dso) PART. ELEVATION @ OPT. FRONT LOAD,6;ARAG �-- -FRONT ELEVATION $2 (519IN6) - 56ALE+1/4':I'-0" SCALE:1/4" NOTE CL6.TRIM ALL WINDOW PROJECTIONS R15r,PRODUCT ARE FROM FACE OF FRAME WALL. SPECS. ALL ENTRY POOR JAMBS SHALL HAVE EXTENDED JAMBS W1 BRICK VENEER ® - _. ---- -- PROVIDE MTC.FLASHING O BEDROOM 14 O UPPER I01 BEDROOM '2 I _ ABOVE ALL,WIWOWS, ExiENO LASIW TO TOP 101 101 ^ /—I DOORS 8 CAPITALS. OF CAPITAL (712 X 10 W/ Itl Z X 10 W/ FOY91E�2 101 _ W (2II3/4X2LV W/ zlzxlow/ z)2x16w1 0 REF:TYPICAL WALL SECTION12IJ+1715PEE. (z)J+THIS P-EE._ (2)1X4 FEE. (1I,J112JS FfE-�J2I J.y>;415F EE. m o SHE 10.00 FDR ADDITIONAL __ _ _ __ - 1212 X 10 w/ 101 BEADED MULLION - - IfJ°ORMATION AMP (2)J+(215 P EE o -- 2852 OH 2852 DH 2652 DHy y- 2952 DH ~ r_, FOUNDATION NOTES OGEE ❑ I 2 x b BALLOfMI-FRAME- ry -.= Y•-'--1 3050-SH-r 3050'SH" '3050'SH LI W 30505ff� ,REF FLOOR PLANS X 12 CAP W/ L___ ---_-J 0 BRICK y ITy •� AND SMT.II.0I FOR GROWN MOULD 34'-31/2° REFS F-I 1.01 '3050-5 IMERIOR TRIM 4"OPT BRICK 4"DPI.Bft CK INFORMATION 12 WALL 3'-II I/2° 5'-4" 8'-0" B'-o" 5'-4° LADDER 12'-3 1/2" 4-0" 12'-0" r DOOR CA51N6 ©© - (PRTIAL 5EGONO FLOOR PLANT r= SCALE 12 / �..,.:.� ' CHAIR RAIL r �J = 3 g �a 5191W �- S 1 — I REF PR CT C5 -_ _ 9! 51PIN6' - IIB LIBRARY II6 IIB LIVING 110 _ _ f i REF PRODUCT SPECS - 36 BRICK ARCH INT. TRIM ELEV -L 1212 X 10 W/ FOYER 1211 X 10 W/ 12)T%l0 w/O IzlzXlpwl IzIJ+1�15eFE` _ s - •l SCALE:1/4",I'-0' (2JJ (2I5 P.E.E - y4 4"BRICK SJRROUVD 121 d+-(2)S.B-EE. +121-J�l2)5 P E.E. .p _ 3/O W712° T qN8 r o,yxi yea FYPIX4 6608-24 — — — _ � 4"ROWLOCK SILL r --- _ 12)12'S CITES I 2662 DH 601 OH _ FYPON CAPITAL'550 - 6 100Np D� 1 .ZB62 DH ��A�2662 DH J� I 300051' 3060 5H 3000 5 L NlE OF 3060 5H 14L BRICK JACKARLH GARAGE 1 L_ - OPT BRICK _ IzlzXlo w/ 121zx10 W/ -- — ItI J'I2 EEE. I2)J•' SPEE. 11 XfD 3131 9'YABB 7 o FOR FULL WIDT OF FOTER �"a �O 4"BRI6K 5URROUW - - ___- -_- -_- I GLUEDd NAIL w/16d NA0,5 ��r� �.uU�d `6�ozzvia P 4°OL. 34'X 42' _ H� YVON PILASTER h52-B of 59'-0" 2951 2851 OH 39'-1' 34'-0° 30'"4' tS�d' 2'-0" LAST ST 121-01 9,.0„ 3'.g° 0'-0" --- --- 1 3050 ,� 3050 5H 4'OPT.BRICK _ I —_ RE(\PR00 SPECS 5,.4" 3,.01 5,_0:, 5,.a, 3,_On 5,.qe 318e 9,.6" 5'.pn 121.01 101.011 12'-01, mm 20-0" 34'0" FRONT ELEVATI '2 (13R ICK) PARTIAL`0'FIRST FLOOR PLAN 4"BRICK LEPCE W/ 77.11 — OP.IBR�IK'VENEER I/9" -0' ———__— -- I - ------- L------------ b ORDRPE.VAiEYdN:Jo(/BI1Y3/: 99G ATE ---- J� _----_-- -35—+b� PROVIDE CRAW TILE AROUND - PERIMETER OF FOUNDATION ——-—————— LINE OF PRECAST STOOP REQ 0 BY APPROI'ED GEOTECHNICAL REPORT. - JOB NUMBEfl . L- � 5103 14'OPT,BRICK 17'"0" 4 D1203EL2 r ' 12'-0° 10'-0' 12"0" SHEET NUMBER J tpi.p„ 34,.0„ 5.01 SCALE:1/4'=I'-0" © COPYRIGHT 1999 Pulte Home Corpora±ion OF E- 0 12 REF.PROP.5?EC5 FOR 4 t CQ 12 .12 17 FLUSH OR BOXfP OUT RAKE 7 T,-0-0;1 F V C, E-4 N, PLUSH F 00 00 , 00 BOXED FLU9H I C7 5-PE Fw -------------------- ------------------ ------------------------------ ----------------- -------------------------- --------- - -------------------------------------------------------------------- 77' Z E DUO FRIaE 89 0 914 9 REF PRODUCT 5PE6 5 SHINGLES 0 51PIN6 REP PRODUCT SPECS 0 OPT BRICK OPT.MA50MY FIREPLACE REF.PROD iFEC5 FOR REF 8-1200 — p-, C-\2 LINE OF GARAGE I WO OR VINYL CORNER REF.PROD,SPECS FOR P ENIM1511 V OR VINYL CORNER 5MENENT q9T Loo WS NS 4"CORNER 6"TRW OPT FAIL RM WINDOWS OPT BATS REF.A-11.03III ! k-11 yILoO I TO 6AR*E t WIPFT FRONT AD cm. OPT Mom REP FLR PLANS IIIlfll--------L"i. F/7 --------- 519)N6 i;i"Ll OPT BRICK 110111145POUT4�e 1[:::2::::::11!L— R SPLASH BLOCK PECK OPT,PECK EF.PROP. RE III --------- W.M/I 1.07 F.11/11.02 f-APPROX.FINISHED III tip 1-1— F GRATE AT IMOROUNQ Pq� ---------------- ------- FF7 K=FF — OPT SLOPE TOP OF FOUND. SLOPE TOP Of FOUND. WALL 0 WALKOUT CMO. 0-4 2— — — — — — — — — L — — — — — — — — — WALL#WALK-OUT COW. ----------- h-PROX FIN15REP 6RAVE f EM131.1514 APPROX.FIN15CO BASEMENT CONP. MADE AT WALKOUT COMP Z -------- c___ - L_____________________________________ - = --------- F ----------- F04 INVATION AT WALKOUT COW PLIGHT 51PE ELEVATION --------- SCALE 04LEFT 51PE ELEVATION SCALE 1/4"=1'-0 l-u 8 E- 7 OPT.NI FIREPLACE '00 REP,PROP.SPECS FOR REF&1100 00 BOXED FLUSH wow VINYL TRIM 4 13 9;�t Pill Ert 00 • 1 .00 W9W.I/OPT.BATH 3 • • -"-k------------------------------ ---- -------- -z �----------- ---- --------------------------------------- ------------------- --------------- - ---------------------- -------- -------------- ---------.. t------------------------------I ®® 1 �szm COMPOSITION 5141i ®�34. F"PRODUCT SPECS REF.PROD.SPECS FOR [OPT.MASONRYFIREPLACE Rm • I REP 6,1740 =FMEM - - FTF1 WO OR VINYL CORNER .......... 74 A r X LLUrz�z 15 - REF.PROD.SPECS FOR 1.0 rl A WO OR VINYL CORNER POWNSPOUrr&SPLA51-113L60 1- REP.PROP.SPEC 4i I.00 'CORNER — :4"CORNER 0 OPT FAM RM WINDOWS OPT.BAY =:qiI--- 'il ------- OPT.SERV VE DOOR TO 6ARA615 W OPT.50E LOAD C0117.--- --- --------- NT 0 ENa 15H BASILE F� 4. I = N- -LL] IT 15"TRIM SOINO ............. 7' 31q OPT. REP,P111UCT EPICS--jNN ...... ------------ OPT BRICK SIDING . APPRO) 1k ---------------- --------------1� 0 II 0 F ow ............ --------........ e I EWL15H A 01-obi 06/08101 —N'CON' 4- 4. OPT.PECK -J APPROX 11" REF H/11.02 -T JOB NUA@ER P_ I. WAASM BASMUT II F7 FF — — — — — — — — — — — — — — 6RA10F f ENGLISH REP.FCR.PLANS FOR 51 1 LOCATION Of OPT.WINDOWS&—, Dl 203ELS OPT SERVILE 16E DOOR TO 6ARA6E ------- W1OP'T.FRONT LOAD COW. z -'Z SHaT NUMMR Z:-::::==�:==========-======::=====:: ----------------------------------------- --------------- OPT 5eRVICZ DOOR LOCATION -------------------- -- -----:- 0 e Si 6.00 PEND EASEMENT CONDITION --- ------- - REAR ELEVATION LEFT 519f- ELEVATION W/ ENGLISH DAWNT SCALE-1/4'1'-0" (D COPYRIGHT 1999 Pulte Home Corporation OF ---------------11 w N RIDGE VENT RIDGE VENT Fe12 12y � �T T� � TT / d~ COLLAR TIE COLLAR TIE N~- p6v ROOF RAFTERS o z RROOF�R SAW REF.FRAMING PLANS _ O Z F R-38 INSOLATION ———————_—__ R-38 ItSULATION ___—_——_—__ E w F / OPT.TRAY CLG / OPT.TRAY CLQ e C TO.PLATE T.O.PLATE r^--� W 0° CEILING JOISTS p�� CEILING JOISTS -- - - -- --------- F4 N REF FRAMING PLAN O REF FRAMING RAN R-13 1W. I I I I SITTING RM MASTER ODRM I I m I LAUNDRY=a R-13 INS. F RAFIE - --- m REF FRAMING RAN ROOFLOOR FOYER : 2W.FLO 2W.FLOOR 16 FLOOR SYSTEM REF-FRAMING PLAN T.O.RATE a 19 FL SYSTEM REF'FRAMING R TA.PLATE _ TO.GDR RATE R-20 WRILATIOI 13 _ m R-13 INS. 8T,t 10° I2 I a w I I t �- " K ITGHEN I I o x GARAGE FAMILY _NMI, m � +'-1' mm MOW p �1 IST.FLOOR I'I I'll IST.FLOOR I 1ST FLOOR _ 8°9_OPE ,.. FLOOR SYSTEM REF•FRAMWG RAN ,°y„,_:__ :e - 2-2X1 FRAMING •-FL SYSTEM REF•FRAMIWR FIII�___.e._-x_v. •xxv uvxu ___-TA.FDN WALL- i .t � �---1 APPRO%.GRADE _m . _____APRiO%.GRADE �I . TA.FDN WALL ._______ APPROX.GR APPROX. POE L WG 9T.t 10°EA 5 14, 8 �� 1�•�1 BASEMENT I "�' a T 2f/i a� 0A5EMENT R-13 INS I II 10 5TOR. ” — I R-13 IN& O �A 3 T.O.CONC.FTG. I T.O.(ANC.FTG. _ — >1•c — — — FOR STLA WALL - - - - -- - - -- - -- - - - - FOR SND WALL n, t t WALKOUT CONDITION t WALKOUT CONDITION 000 000 0 0 0 W a BUQNG 5ECTION A o UILOING 5 GTIO 6-S T.Oo •I,•19 T.00 Y,AIE1,.la �� Pao 14 13 IZ ax Lq.Jpl�t� n 0 �=Nz S r41E grcguz + T _ 8 - - 4 2 I I 7..Oc/O l,Aa,aolrJd� \ 1 � GRawn er: T e t 9 GATE:W'8/19 II o REV No. OAIE 01-061 06/Q/01 14 J00 NOMBER - 51203 rQ5E6TION @ 5TAIR5 E1203SEC sRccrrNwecR y f .00 © COPYRIGHT 1999 Pulte Hmn Corporation OF LPI JOIST HOLE CHART CD .-I � d' 117 1°I" 151 1. 1. n zz z e l O.L. AX I zN `.4" WWD0 9° - 2'<" , aaa � a�a N I �zzz a — Fm CF-1�R_5T - LOOR FRAM-1-NG- P-LAN e__ W-ALK - 0UT- 56ALE'0"-I�-OI 4r C7 7=11_1 RP `'� II II II II II II II II II II / N o _ - Er- o _ II II a II II HI NOTE00 NOT SUPPORT WOOD` II II 112x811151kP 1610L.11 II II II START FRAMING PW. PLAN LELK FROM ANY m CAN,, FLOOR 5T5TEM f�� II II II II II II II II II II FROM HERE ��BAY w11 e PININri � m •m m � � a V II II II II II II II II II II �'r II II II II II II II II II II I I/4°=1'd' m II II II II II II II II II II 'I I I/eI OSB R(A B. ALL 1 95 6'-0° 8.00 0 II II ALL 510E5 ALL SIDES lF^'! 2'-0" G"X g I/'D LONL.LINTEL JL_L A—A-1_)L JL JL wI2-'HRT ;a BOT lTml kL ' I 117 ""I" IST 6 _ 3w r PZ P I "O.c. AX _ 1.0 `J 800 g S P o _ 2 � 11.02 ❑ �g wmCu r� 8.G0 FTD6 P_ON _ YSTE _ x p 24' 2" STL ON 0NC G h J 800 REF. ON PLN EAM OLKE p w w EAM 0C' ,EF- UNPL N 2�-41 31/2'�Y 11 GA. OJ 5T COL ?i EF N - wm �Fo _ 'I 3/'X 11 6". FLU 120 SEE F ANP D vE BEAM 122 B STAIR OPENItJG R F.FO PLAN 124 O u i-'-8 s o o 80 = B -134"X91/2'LVL ^ 1 CANTILEVER HER - 000 + g<=o�2T 1--i D.00 J015T P THIS AREA ti� b w OPT.MA50NRY FIREPLACE OMIT a oNE zONE Nvac vs a za+ srs_ 2 z ° p g w 5LALE 1/4"=I'"0�' 2 2" 3'-3" gNg ONE 01 i5TEM - v C ��'J N c �J oI W 9 D z = io B4O0 j bt JMN Moo). MATERIAL LIST E- 2 8.00 - to 2 2X10 PT. A W m f r 'ALLBSIP65RIM a I REF.5T0.FRMG PLAN B OPT SJMZOOp PLAN FOR JOIST P10TE5. PWT.FRAMING PLAN W/OPT• T.FL.FRAMING �s PART. 15 Sive BAYS a LIVING AW vINING W/OPT. 5UNROOM �€ IVw I(4'=1'4 / F-IWR 5 - F L 0 0-R F_R_A M_ I N G�`P L N A =`-E L-E-V & # 51 "°' 1 I 7 /811 LPI J015T 20 OR-26A �-IXIONIEAI 3 ATTACHED W(I6d NAILS m 1 IN m6:21 9- 1 WOOD BEAM SEE FLAN FOR 51ZE �`4 7� FLOOR FRAMING NOT t ; z� SHOWN FOR LLARfiY Rjr��s i�� • 8.00 1-I/2"0 LAG 56REM5 REF.FLOOR PIANS FOR OIMEN510N5 F I R S T FLOOR FRAM ING PLAN - E L E V A T ION # 3 /4'STEEL BRACKET STEEL OR 51ZN SEE 7 T�� PLAN FOR SIZE. SE CTIO!V P WOOD BE AM ON STEEL COLEM SCALE:T = I'-0• SE RVERoIBLOLK515TL15TCOL 10 DRAMN'BY: Dq E I OR9 1-I/8'CSE RIM JOIST-FASTEN TO EACH 1-1/6'pSB P.IH JOIST ONLY 1-1/0'OSB RIM JOIST O!F_ - fi'USE REINFORCING EACH SIDE-FASTEN i0 JOIN DOUBLE 1-JOIST BY NAILING THRCIIGH WEB JOIN DWBLE 1-JOIST By NAIL ING THROUGH VEB 2x4 SQUASH BLOCK CUT 1/16'TALLER THAN THE FASTENING SCHEDULE I i0 4 PLY FLUSH LVL BEAM ISM FLUS JOIST L51 1-]Otl NAIL PER RMIGE O:END WALL-I:TOTAL B!pCN B 4'v/c-IF ]EACHFLANFf V/IDtl NAILS E 6'v/c STAGGERED VITH 2-ROVE 9tl Ai 6'v/c[Nip FILLER BLOCK VITH 2-RUMS ed AT 6'a/c INTO FILL[R 6LDCK DEPTH DF THE I-JOIST. USE UNDER FIRST FLDDR 2 OR 3 PLYHEAn�16tl-3 RCVS P 12'v/c EACH DETAIL 8 FOR FASTENING SCHCDULE>IPA➢IS LESS THAN 650 PLC CUA➢IS HDRE THRN INtERIDR BEARING MALLS SIDE STAGGERE➢1-1/8.OSB BLKG.PHLS. 3/4'GR)/8'pSB NptE�USE VEB FILLERS B VEB NOTE,USE VEB STIFFENERS3/4'OR 7/8' BETVEEN EA.CANT.I-JOIST SUBFLOIR STIFFENERS IF REQUIRED BY 4 PLY BElJI D 1Y�I/2'EDLTS+FENDCRVASHERS IF REQUIRED BY THE HANGER DSBSUBFUOCR� 3/4.OR J/8'OSB 3/4.OR 7/8'DS�SWASH � THE HANGER MANUFACTURER B/4'OR T/ SB BOTH SIDES-2 ROWS E 24'v/c MANUFACTURER SUBFLOOR SUBFLOOR- 1 SUBFLOOR B Q STAGGERED �pB NW18ER e 51203 16' 16' 16' MAX. MAX. MAX. TC 4 PLY G12031P1 ** 24'MAX. VL BEAM SHEET NUMBER NOTES USE VEB CANT. STIFFENERS IF Rin JOIST DEPTH SAME USE CONTINUOUS 8.00 O o NOTED ON LAYOUT AS FLOOR JOIST DEPTH 24 MIN LER BLIC TOR 1USE %)/8'SERIES 26-FILLER 08 K30 'WHEREL HANGERS NOTE.USE DBL.SQUASH BLOCKS NpTE.USE SQUASH�pCKS IF ERG.WALL ABQVE NOTE-USE FOR JOIST Ic'➢CEP OR LESS NDTEI USE FOR JOIST 1E'DEEP OR LESS NOTE-USE FOR JOIST IS'DEC?OR LESS AT ALL BRG.IALLS B BEAMS UNREINFORCED CANT. ARE USED ONLY IF NOTED ON LAYOUT NOTE,USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT 1-JOIST HANGER SHOWN 1. RIM JOIST-BAND 2, RIM J❑IST-ENDWALL 3. RIM JOIST-ENDWALL 4, REINFORCED CANT. 5, DOUBLE I-JOIST 0. DBL. I-JOIST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM9. FLUSH LVL BEAM C COPYRIGHT 1999 Pulte Home Co orotlon OF �5TART F11IAMF11 LPI JOIST HOLE CHART FROM `C E— < 6 OPTIONAL OATH'3 51OWK(�� IN'KFRF TO TOP OF BOTTOM FLAN6E FLOOR J015T 115`KERF 10 TOP OF A IN 6 j J j C) 2 7 (2 1 0 A T9—2' TWA— W)lwlkl WINDOW up -UE 3/4" 1'-0' 0 IT 64, E 2.7-2XIO W/ f)RE Z� E iv 7" '-6j (00�(2)50 EE. 2 J a OPT,BAY WNP A, -T 5IMPLE 5PAN CONVER51ON I 1 /81 11 J0151 j L2 XIOW/ FROM MULT15PAN I �,Z,506E LIEN OF EA 11 MALL 6 7 T V5�N. SIA6 JOS 3 ABC 1E L LO 0 7 ;- JA PROVIDE 50LIO BOCKIW 'I EED FOF WE, -F 10 0 TWENJOIST�UAIOER E IIIA1111 WILL 9 Li J E/4' 9 LVL 2 AR ALL 3�A'01 1113 11] ri SHE w Z?m .. ..............— m I ST,18 IWO A EDE ----- ---- ----------- -------------- ----- ---- ----- --------- E I MAI 1 W LL LC 9 or 0 PL 1.2.?AIO �2 J 1(215 f Ef� 0)TWIN w1wow 17/ 2.2-2X10 W/ 11 /8"1 joism Ii 1-J0145 11 11 11 R (Z J,(215 8 EE. 1z A� 1A W)OPT.BAY WNP 3 2-2xI'O W/ 31- (2 1 (2)5eff, 0 OPT.5UNROOA OR EIDER (3)1314"X 8'LVL I J I LU CD U "En�,'A'6 MATERIAL LIST 5ff60N [? FLOOR FRAM IN6 PLAN ELEVATION 01 SCALE lt!�-J'4- 1-1�-71-6- L:P 1 2-0 I I 1�`-J&T5 ,tt AT Es- REF ELEVATION'i !� REP ROOF FRM6 FOR WOW NOR SIZES 6 0 N 0 F L 0 0 R F R A M I N 6 P-L-A-N- E-Lf V-A-1-1-0-'N -41 2 Ft OR N4' 11 71B`I-JOS15 am . 6j- L AT 19 2"OC,PAX. -111 IPI'l 11111311 IITI JAIII I TS111,AJ 5LUEO&PNAILE"W/16d NAILS e�'O 6 SU66FREP W/I'E06E 015TAEZE MAP "'R 'LIIATIIN ef.ELEVATION FOR PORCH R�"l F FRA SH,10�00 El rl 11 0 [3 REF ROOF l FOR WW HOR SIZES 5ECON9 FLOOR FRAM ING P L A ELEVA�Tl 3 0 5CALE:114"m I'll DRAWN BY-� DATE:U121,99 ME INSTE.TO EA- OCR.1.MIS,3.1 I-L—CS.A.JOIST-U. DSB REINFORCING EACH SIDE-FPBUEN TO lol. I-M D' AILING RDUGH EB MIN B...'E-1.1s,a e.4,S BLOCK CUT I/-TALLER THAN THE TO 14—F Ft IN LVL BEAK(SEE B.BUG NR L OR JOIST M 3-1 NAL PER FLANGE ON END WALL-IF TOTAL suu�s STAGGERED WITH HID FILLER BLOCK WITH 2-ROWS lEd AT 6Y AILING TNIPUGN WES L 8 H BLGCK e 4- -IF EACH FLANGE W/Od NAILS F 6' BOO FIIJ-ER BLDU.� D�P A OF THE I-MIST. ME UNDER FIRST FLUOR 2 OR 3 PLY BEAK 26d-3 ROVS ME I—c EACN ETA CR FASTENING SC14EDUE-E) 11,�DATI AD IS LESS THAN 650 PLF TOTAL I-CAD IS NOME THAN INTERIOR BEARING WALLS FLY BE SIDE STAGGERED NDTE,USE WED STIFFENERS ..... 3/4'OR 7/8' 5C PLF NO ME WLE FILLERS&WEB S EN� E� T OR 47'1' 1 4� "' 'S'""C41"S IT SURFLOGIR TEE �E k�I�F R'�TQUIREB O�Y IF REGUIRED BY�E HANGER EST BETWEEN Ek I-JUI 4 AM ONLY 112 BOLTS FENDERWASHERS r CTUMER G B L��M' RE B I R MI A ER L V'-L aSB SUIEFLODR 3/4'OR 718'DID 3/4-FD 7/8'MB THIEF-EWNRER MlAi;JFACTUMRER 3—OR 7/8'OBB SBOIH SIDES 2 ROWS e 24-1/1 MANUFACTURER SILIBIFLOOR SUB LOOR SUIEFLOUR TAGGERED JX NUW3ER 12 0 3 16, 16, 6. X X MAX. IAXI 4 PL Y 01203LP2 2.1-1. LWL BEAM SHEET NUMBER NOTE,USE ER CANT, STIFFENERS IF RIM JOIST DEPTH SAME E CON IN OUS NOTED UK LAYOUT AS FLOOR MIST DEPTH 24'MIN. USE 2.8—FILLER BLOCK 2.8 FILLER BLK. Fa 11-71a'SERIES 26 L 30 -WHERE ZGERS NOTE:ME DMIL.I— BLOCKS NOTE-USE SQUA N ER-OCKI 11 GRG,WALL AIND�E 8.01 A _T �IR.E L USE DEEP OR LESS ILTI-J11 IQR MIST UE'OCEP OR LESS NOTE,USE FOR—IT 11'XEI OR LESS RG I'Ll.BC-EMS ONLY IF NOTED ON AYGUT NOTE!USE W K C FOR G1IT P5 IL I ARE USED EB STIFFENER IF NOTED ON LAYOUT TOP MOUNT I-JDIST HANCER SHOWN 2� RIM JOIST-ENDWALL �,�RIM JIOIST-E�NDWALJ 4, REINFEIRCE�ANTJ 5. DOUB�l I-Jol� '). FOLUSH,,,TLVL BEAM 1. Rim JOIST-BAND _D_BL. !_JOIST BAY 7, SQUASH BLOCKS , Le,�DROPP�EDLVL�BFAm� 19L9�UlteHomc C�Bqoration IN I tRMtUIAlE JACKS Z-2X4 5PFIL 5LUEP&NAILED W/Ibd NAILS 9 T06CRISO W/I"EOGf 215TAN615 TIT CD cq --- --- ---- -------- --- ---- ------------ 5 1 OC 7 X[RfF j q in F I— _i: — flT um" -cq ------------------- 2 A 3 66 INS 0151 p 16 0.6, —A IC P EL LINE)FO COFER)CL ir L BEA NO V L L_ ----------- --------- --------------------- USE Im VIE u --- -- --- --------- ------------ -- -------- --- L_ 2KI2 RIO� W RAF �R T HIP CO� TI Z 2XI M61 EC T� 7n; ZONE 1-05 1 81LAR IE5 3�[)C BEA INS I L L_ PbL %E ZONE SYS :ffi j: O�RDU_T 2 6 RP TER I K�� u u u u i u u LLLL11 tt i I E, (2� X to w (2 NOTE A55UMED OESIGIQ LIVE LOAP ATTIC 70 PEF, (Z i,(2)516 5.6. W/ IF E.E. X UAWER 0 24'01 7 X 4 LAPPER e 24"O.C. I[ it I ill BEARIN6 WALLS 2X4 5PF 5�6RAOE I llze,4. ATTIC CEILINQ J015T FRAMIN6 PLAN 5�A!_E;114" 1'-0" 2X6 OVER BUILT FRAMIN6 SEE ELEVS�7 R 0 0 F F R A M I N C7 P 5FE FRM6 PLAN FOR 5PACIN6 12 2X6 OVER BUILT FRAMIN SCALE 1/4' 1'0" OVIM EXTRA 6ARA66 TRUS565 AS REO.0 ENOIL1514 DA5FIVENT COW SEE ELMF� 100 1111TIll 12 SEE FIRMS PLAN FOR 55`�ACIK6 REF FRIA6 PLAN FOR SIZE&SPACIN6 SEE ELEV 5 :�RU F RAFTERS �j-_ 'o_- REF FRM6 PLAN FOR 51ZE&5PACIN6 ROOF RAFTERS 0-� REF FRM6 PLAN FOR SIZE&5PWN6 E-- 61,11_19�1�1511 SEE FIRM6 PLAN FOR SIZE&5PACINO CEILINO J015T5 5EE FRMG PLAN FOR 51ZE&5PACINC CEILING 01575 7 SEE FRM6 PLAN FOR 51ZE A 5PACIN6 213L.TOP PLATE OBL.I PLATE OSI fill PLATE EXTERIOR BEARIN6 WALL MAIN BEAR[NO LINE 3EYON9 EXTERIOR 3EARIME5 WALL d TYP16AL 13EAR IN6 rB-,\BEAR IN6 PROJECTION rc--\TYPICAL BEAR IN6 0,_R51, 2 8 R:T 9.00 -TER 3/4' "0" e 00. p.. _7< z4all, _z__=EL6V't FOR x Ly REF 6AR ROOF IFRAM So RE 77lj 'No 7 2 X 4 LAPPER 1241,0 D, 2X 4 LA09FR 0 24'6. 9.00 w RO"OF FR-AMIN6 PART PLAN - ELEVATION I R115 11 Ill IALI 100.1, 5TAG6EREP AT EACH FACE . . . . . . CffII JOIST SEE PLAN . . . . . . FOR 51ZE AMP SPACING 1EA1111 WILL 511 ILAN FOR LOCATION z"F, 'R.'AN fiEVATION -'\I— t-c,'N(,F_lLlWC7 J015T 5PLICE-Df-TAIL 2 6RA_' 03) RAFTER SIMPSON L90 CLIP ZRIF.ELEV.'I FOR . . . . . . . AU6LE(Typ) CARA61 ROOF 11,1111 7 A JLA�J� NUMBER REF�ROOF FRAIAINO PLAN 11 k Z x 6 OOF IER56 4"OL 2 ONE PER RAFTER PH- 51203 CEILIN5 pp H1203RFI To u SHEET NUMBER 2 X 4 LAPP1513 24"CC. 1_6�4,Ci/fl LOOSE 5TL.MOLE 6 BRICK t6x4x3/8 L005C STU.MOLE f BRICK ROOF FRAMIN6 AN ELEVATION RAFTER 60NNE(MON PETAL p 9.00 3 4=1-0 0 P-T FRONT LOAP 67 A R A 6,v-- SCALE;1/4':1'-0' 9.00 SCALE (D COPYRIGHT 199 Pulte Home Corporation OF I"LESS THAN FIN-FIN OW I"LE55 T�AM FlNFIW OW I'LF56 THAN fl*fl.4 PIM -4 5ENERAL NOTE5 1.GOWDU5TIBL MATERIAL55HALL E CQ REFLOART Of PP.FACING FOR FIN15H OVAEN51ON NOT BE WITHIN 6"Of A FIREPLACE OPEN I. CAP 601IMTIB t: T-1 LES WITHIN 12'OF THE FIRfPLAa OPENING 3 1/2" 3 117" 1. 7 x 4 FLA SHALL NOT PROJE6T MORE THAN 1/8'FOR EACH I" L'X 4 PAO OUT FRAMM X 4 FLAT PAD OUT FROM SUCH OPENW5. GO 1115TAW� I X 3 OVER 2 X 8 ENT FIREPLACE TO W INSTALLED PER E� R9F N6T-e5 MANUFACTURZ-5 IN5TRUCTIOWr BELOW m ug GYP I o 1, :5. CX750 GYP.W.I'BELOW EXTENO GYP FLASHING AS RECO of�'2 GEL N. V OT All BIT IRMI- 130TTOM OF PAO OUT FRM6. 1.OF PBO,I'BELOW ""I'll OIT"' / I I X 3 OVER 2 X 8 RO(F-FRAMING 0 1 Rff�CHART Of ff.FACING FOR F14154 OIMMION g N X PAD > �i z FRAMING M114YIN 0 - ELEVATION 4"CORNER TRIM E-Z FRAMING 15LEVATION FRAMING 3 1/ PAD OUT E 2 X 4 WALL FRAMIW, d' I/ w 0 A 2 ABOV MANTEL TOP PLATE E- REF.NOTF-5 2"PAP OUT AE50VE MANTEL SII TO MATCH HOUSE —FLUE Q Lj�--2 X 3 PAP JUL- _=�Lj BELOW rRf5TOPPlN6 3 1/2"PAO OUT ABOVE MANTEL cv z PREFAB FIREPLACE W/BRICK SURROUND HEARTH PREFAD FIREPLACE W/CERAMIC OR MARBLE SURROUND&HEARTH 45* 45' _5HINRESREF. 121, OPUCT SPECS 43-11 �4112" PR 1 4 —6 11141, K TEL �4 1/2" /ZVlREPLACf_ PAD-OUT IXTAIL5 RAFN fII 6 2 TRIM VTL5 rT77M NOT ALL TRIM TO BE SAME AS HOUSE TRIM COLOR PH Ab MODEL MfffTAL rII BAMOT PER FP OfTAL5 HEARTH HEARTH �l cf) I-JO151 III I R PLACE 142:'�REPLACE A- FIRST FLOOR RV&iART OF FP FACING FOR PN15H DIMENEHOM LEE OF WALL INSULATION TRIM TO MATCH TRW PALKA6E ?'-o 13"FLUE TILE #Dff.FP, PER PLAN WZK MOULP tLwpA?1 �LEVATIQN 5ECTION 2 L-------- I'PAWL MOLVINO ON 06E5 fLWP07) 3 114 CROWN MOULD _��4 lie, MANUF. Ef.PLAN F ILWP51) 114 R L OR OPENING 51Z�\ woop 13U NINQ PRE-FAB FIREPLACE'PETAII-5 5/4x6 TRIM BOARO TO 2 X 3 PAPOU MATCH OPTING OF FIREPLACE MANTEL NIXON fi7 LINE OF MANTEL (430)— FACING REP.Vj.... WE OF 5YF.BO.PAD OUT ABOVE MANTEL MARBLE ----------- --------------------- VOR t2`BRICK,MARBLE OR TILE Exr ---------------------------- PRf-5UH_T NAMNTE VARIES "2 SIN T TOPOS"RI'PlY NO L �'�DR CK&;R Uli? OF TILE HEARTH BY F.P.MANUFACILl CR CXP05EO FLAT BLACK METAL FACE OF F.P. MAR I BLE HEARTH 140TE ELM x MARBLE HEARTH MATERIAL U5EA6E 04 ALL 5`0"6 36'F.P I'COR6FL5 rLeV ATION5 15 Tit SAME. —5:6154-2—FP 5`0"e 36"F:P. 5TO 51PE WALL CON9.1 CORNER 60NO. 51-09 42"F.P. 7 �j E-- �NE N NO ELACK GENERAL NOTE5 am OF FP.FACINS NOTE: 7fPE OF FACING b.— I—— r_v_,'flREP_LACF_ W/MARBLE OR CERAMIC TILE F&Q0__ rF�*ASONRY FIREPLACE ALL BRICK VENEER TO I.COfflU5TIBLEKATfRIAL55HALL 36 42' IN RUNNIN6 BONP NOT BE WITHIN e Or A FIREPLACE OPENING. .w, 'w \lz� XTI I I 140T PROLIELT MORE THU 1/8"FOR EACH I" I EI'ALL 5TIDLE5 WITHIN 12'OF Tit FIRFPLAC�OPENING MARDLE/CERJI�11 1715TANCE FROM StZH MEN BRICK b"I"1 6�5. 2�VIRE61 VENT FIREPLACE T INSTALLED PER MANUfACTURE!5 INSTRUCT (OMPOSITION 5HINOLE5 Fpuol 219/gg -'j PrTal 03 OVER 7/16"ROOF 51416. OVER 2X6 RAFTER5 11-6" �A Tye. 6"fA561A ON I X PAP FIL UF 51zc Pf OPE Xtv LINE OF CHIMNEY 91 z f TOP VFNI FIRCE50X �;i /'�FIREPLACE ELEVATION5 0; PE m: 77 -- n AIR INTAKE 3 ROW5 OF'4 �EDAR CO.5PACff A\ FRONT TO BACK 5106 TO 51PE 2 FIREPLACE VENT CAP W/REAR VENTEP FIREBOX VINYL SIVINC,OVER 5HfATHIN6 ON 2 X 4 5TU95 W/ T INI A A t,A A ORAPE LINE 3"TRIN. F 5ECTION VETAIL II OF FOOTIAN5 PER FOUNPAT ION NESTD1200 To 13E N,N,or 121,PEEP AW 6'FIMNOEP FROM FACE OF BRICK. SHEET NA3ER w2! x- 120,61-E 511252 FIREPLACE m EPLACE W/ MARBLE FACING 5ECTION 0 OIRECT VENT FIREPLACE VTL OF MA50NRY FIREPLACE 12.00 56ALE: 3/4"-1'-0" e x 5CALE,XIX'�l'Y' 5; (D COPYRIGHT 1995 Pulte Home Co oraron OF L0 2 0 C E- d Cu COMPOSITE 5441NOLF5 REF.PROOUCT SPECS 7�12 ROO RAF'ERE 9 16 0,6. in 0 REAR ELEVATION REF.SHEET 6.00 umm- I . ;#A 9, . I I RAI 6131 ARE T E-- 41�PIIFM 3UPF�R E?BY 3136 IALL�W 121 Yl 64�4 JOI T5 A E IS V,1)LVI BEA I CaMITE 5HIN5LE5 Is ARAL cq REF.FROOUCT SPECS ROOF RAFTER T IS 12 "L 123 12 2 SPFCS FOR 49-GIR-0 IL COR0513 17r ROOF FRAMINC7 PLAN LVL BEAM 1/4 21XI FOR AT 5191W,-REP.PROVUCT KIT WALKOCUT WINDOW FLORIPA RM 2`0 REF.PROD.5PE65 FOR -------7 W9 OR V*M CORNER 4— . iiii il ii vT�r�r4rl FFrl:FM FM III] II I it �l 1119, 11 11 11 11 11 it I 1&1100 SPLASH BLOCK 0 S_ t 1 81 1,015TE 19.1 0.6. APPROX.FIN15HEO ORAPE 15T 601121 rTl rri�_l�F_77 Ill 11 11 11 :1 IF- 3-01 1%14�_Sll_COL I it 11 6 3 "4 �ill +J11-H-1: F)� WIT, "I LIL 111. 11 11 11 H 1 11 WALK OUT 24D 11 11 11 1 ' PS LL K-OUT U-J"Ll _J` (2 2-1 4� 1/2" I IN L 5TUC WALL IL_lL I -L E55MT JLl 1- 3/4".9 It? VL I cn BA_'f ELEVATION BEYOND, LI-1 1�: kLj-I=JjiLl I 111 -4 '1 PLA -7---------------- - lll�� ALL 1 11 11 11 1� 11 1 11 30 llyn,- Al;�lwll rRllTl IFIlp I N 12" ------- FIR!5T FLOOR FRAMIN-6PLAN- ------------------------------ UEAR ELf-VATiow 5 1 P f- F__L _VAfl C�W� 5EUION A-A E WAY f WALK-OUT_ 1/4" 1/4-I'-OP 5i�P WALL HVAC 5PECIFICATION5 - (LOWER LVL)W/ OPT. FLORIPA RM. OR MORNING RMI E-- AREA HEATINO EQUIPMENT(YORK) HFATIN(7 EQUIPMENT�LENNOX) ROOM NAME 50 FT.HT,BTU-a BTUH'T"—-C ROOF RAFTERS NOT SHOWN. I MAKE YORK 0514T OPT.5TUVT 160_3932 1811 87 82 2x4 LOAP BRO.STUO WALL. 1412052 ON Mwel, P34JB16NBO B51ST OPT.REC.ROOM 960 6089 1901 153 90 SEE PLAN FOR IWO------------------ LVL M.5ff PLAN FOR SIZE. 4 3050 SH TYPE SAS FURNACE —_43 5 SEE MFR!5 5PEC.�5 FOR 05MT BATH'31UNFIN. ISO 1920 102 LTFPLY CONNE FFF161EWY I k5PF BOX KITCHWWOK 336 47 16 1 1 MU CTION OETAIL. HEATINC,INPUT 100,000 Ekuh FAMILY 320 10626 5964 236 270 3/4"Td6 PLYWO.5JBFL 2.CE106 JOIST5.SEE 12x4 FL. LIBRARY PLAN FOR 51ZE&SPACINO. 2013 6NO 3267 149 146 TYP MD 2292 82 104 (T�� ATIN(,OUTPUT 00,000 EH,h 120 11.01 LIVINO FLORIPA ROOM MULT, 2."IL _A`1 7 VOLUMECEI W 318'M'L FOYER 144 2Z26 1524 50 69 iE OW LA6 5CREW. OPT.PECK MIS POHN6 208 B021 4239 175 192 11 HT6 AIR FLOW FACTOR 1400 6FM f 5'SP :01 x 12, LAUNVRT T2 1040 356 23 16 RIF 411,02 rLORVA OR MORNINO M.200 609 6664 280 302 -V COOLIN6 EQUIPMENT(YORK) COOLIN6 EQUIPMENT(LENNOX) 12 OPT.Uh FAN-PROVIPE B5MT.UNPIER FLAIMORN RSDO 1243 2669 117 122 A?EOUATE SUPPORT -MAKE YORK TO, 2"e, M ENTIRE HOUSE 312B 62957 309M 1400 1460 1JI FL W/Top O0U5LE WALL TOP PL.'5 I I OOEL 4 RA042 ...T,H., FGUIP.01.00 REMI FLAIJ6f ,HAMXRa 112�041'"111111' 12,11 COIL 62040517 WE ZARE,51ZE SPACIN6. ---- 4x I TYPE AIR COMO. VENTILATION AIR 0 0 5TL PL,W//2`0 THRU BOLT WINOON HEAPER HE I&HT COPIEER/5EFR 10.0 ATENT COOL /6 ON'. HKH L INS INTO THE LVL BM. TO MATCH OOOR HEADERR H13 w SENSIBLE MINO 31,000 fth TOTALS 3128 62957 37 . .....1. L I TOTAL COOLING 41,000 btuh —MULTn. E SIUO CO 6LUE OTHER W/Ibd NAILS @ 8"04 1 x I 6FI/A OUT51PE OB EACH PLY T 35 DESION CRITER A HTO OILS &MAIL 0 THE FAMILY RM TO KIT, TONS I I IN51VE 05 a 75 SEE PLAN FOR SIZE, BE law To 70 20 KIT6HEN wBA5E PLAN F0 VA15 SECTION LVL M.OVER%UOP POST AT WALL �FiR5T_�Fnm P�um RwOH..Nor SHOWN LY RAM5-f M SEE 5H.7.10 =NUMID. 50 1/4" 1'-Y' WATER 34 201-01 10 11 Is- I "'P 4`3P 6.3 2852 OH 3050 5ATINN % ------------------- 13 X 4 0 CLF 112 x 4 R 61.6 W/WAL<OUT 5.MT. FIN,B5MT CRAIN LOCATION 0 co (11'\ ( W WT.BULKNEW CRAS,- -714 71� PERI.Wr OF MWATION 7'0 _7" jPROVV9 CRAIN TILE AROUN91 0 PER AS Re 0 . APPROVED 6�6 WCK ZT5 CEOTECHNICAL REPORT. DATE: 1/13199 16'0 X 413' CONC fT6 7'0 T's c _REF.FRIIN5.PLAN I OR REF.FRM6.PLAN FIR 606 j Ll 0.1 PICTIND SW h.I 100TI. ATRI�M OR RIEF 'LAN RIEF.fRAAINOPtA# j Ff 4 51 N1203FL __J2 I-xio-1111- LL - L j-(115 0 E.E. L _J 2' -J W/V'INSULBEHIM I �KIT 11 SHEET NUMBER DEAM POCKET E.E. I I OPT. R46 ROOO M — 1 1 OPT. STURY ROOM K-3.00 OPT. R ROOM OPT. 5TUPY ROOM U6 MOM t5.01 FO 6TION PLAN WALK-OUT CONP. RIEF.SHT.13.00 FOR FOUNPATION PLAN- IN6ROUNP 6OMP, SUPPLY&RETURN PLENUMS 8,�ERIM.IN9JL-RETURN REF.SINT.13 00 FOR 1/4" 0 O'l,fLORIVA ROOM MIN ALOW SIZE.— SUPPLY&RETURN PLeNU 5 f OPT.FLORIDA ROOM Q COPYRIGHT 1999 Pulte Home Corporation OF s" 1 08 y00iYN N,y CERTIFICATE OF USE 8�jOCCUPANCY TOWN OF NORTH ANDOVER ..Building Permit Number Date c5=, ado y THIS CERTIFIES THAT THE BUILDING LOCATED ON �vf ;4" 1,5-& PA 1A inIN o 2) i2 OE- MAY E- MAY BE OCCUPIED AS (S Z A`t, s a IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO U Me f" /v,e r h.kiff Building Inspector ORTij Town of Aindover 0 ...... No. Ai dover, Mass., 0 LAK L "�ATrio C2 u BOARD OF VHE Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...a/ 04A ....... ................ ................ ...... . ................................................. Foundation Afllrz�� ..... ..... ........ Rough /'fl/0 1 jp4 1110% 1A m wo DR. has permission to erect........... ........ buildings on . ................ himney to be occupied as... P -r.................8 ........... provided that the person accepting this permit shall in every respect conform to the terms of the a�ppii5a4hoin on file in Final this office, and to the provisions of the Codes and By-Law) relating to the Ins9ection, Alteration and Construction of Buildings in the Town of North Andover. ob C///I 41ca 40 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough MN��,zll'7/,0 PERMIT' EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION S_T AR S Rougg!114,Al T ..... .............. Servi. G INS*PECTOR Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMEI-4T Until I nspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Town of North Andover %AORT#1 0 ,( " Building Department 0 0 27 Charles Street North Andover,Massachusetts 01845 AA (978) 688-9545 Fax (978) 688-9542 41 C U APPLICATION FOR CERTIFICATE OF OCCUPANCY INSPECTION tam__ ADDRESS Ao/orew LOT NUMBER SUBDIVISION v(, c.( ) DATE REQUEST FnED Ll IS A Cl DATE READY FOR INSPECTION 5 Z,_�/d TEN(10)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED wrrHw T14IS TIME FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET AI-L APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W. —WATER METERI__��_�, ,�� DATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED TO THE INSPECTION REQUEST DATE. /J: &IZATION 6 7R X�2TFU.R 2E/D P W A U T H P S IT Date... iL TH TOWN OF NORTH ANDOVER PERMIT FOR WIRING US This certifie*s that ............ A has permission to perform . ................................ ............ wiring in the building of at Mass. ....... ....................................... ... ............. Fee,��..7 Lic.No ELECTRICAL INSPECTOR Check # 5G, 70 Office me The Commonwealth of Massachu ."etts P-roolt x*.— -:::F22 Deportment of Public Sajity Occupancy & fee Checked BOARD OF FIRE PREVENTION REGULAnONS (leave bLank) 7 CIAR 1Z-00 3/90 APPLICATION FOR PERMIT TIO RFORM ELECTRICAL WORK All work io I>e performed In accordance 9 uAchusetu Electrical Code. 577 CMR 1:2!00 (PLF-&-'qE PRINT IN INK OR TrPE ALL INFO ON) Date 03 -02 City or Town of i:R 12 To the Inspector of Wires: 'Ch U ` 7 Cf. PA RFJ The undersigned applies for a peroit to perform t%( electrical work described below. Location (Street Number) Owner or Tenant?L� C^ Owner's Address --;4 0 s5 H-allene I 8,4,e- :zlt' 'Is this parnit in conjunction with a building permit- Yes 0 No (Check Appropriate Box) iIding_K1!E Lk I Utility Aut Purpose of Bu _, horization NO. ?-0 Existing Service Amps Volts Ove.-:-.ead 1:1 Undgrd No. of Meters New Service Amps 4 ��ee Volts OverheadE] Undgrd No. of Fleters NL=ber of Feeders and Ampacit Y� AL e., Location and Nature of Proposed Electrical Work No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swi-imning Poo) Above In- �01 gr7�. Generators KVA No..of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE Al-U01S No. of Zonez Total No. of Detection and No. of Ranges No. of Air Cond. tons Initiating Devices No. of Disposals No. o cat Total Total f Pumps To KW No. of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Ditection/Sounding Devices No. of Dryers Heating Devices KW Local Municipal KW—-T-------W-'-- ---- 0 ConnectionoOther No. of Water Heaters No of Low Voltage -ji&2S BallaSLS____ I Wring No. Hydro Massage Tubs No. of Motors Total lip OTHER: INSU XCE COVERAGE: - Pursuant to the requirements of Massachusetts General Laws I have. a current Liabilit Tnsurance Policy including Completed Operations Coverage or its substancial equivalent. YESH NO 8 1 have submitted valid proof of same to this office. YESCK NO E] If you have checked YES, please indicate' the type of coverage by checking the appropriate box. INSURANCE M LzX BOND [I OTHER [] (Please Specify)___ Estimated Value of Electrical Work S (Expiration-D-a-t-eT Work to Start Inspection Date Required: Rough- --Final Signed under the penalties of perjury: FIRM NAME �J e CA-C,c LIC. NO. Licensee CLMieR E.' Signature A LIC. NO. 7 TA y lil - us. TeF-R-07-Ko Address S-4 Alt. Tel. No. OWNER*S INSURANCE WAIVER: I am aware tha: tj t the Licensee d.e.: 0 have the insurance coverage or its sub- ,w ha stantial equivalent as required by Massachusetts General Liw nd that my signature on this permit t application waives this requirement. Owne7rr Agent (P e se check one) No. PERMIT FEE S -S,11 Date...�W/.......... TOWN OF NORTH ANDOVER 0 -maim o. PERMIT FOR WIRING SAC U This certifies that ...0 ................................................................... has permission to perform !.Y!��y...4Z...:,Iz... .................. wiring in the building of ............. lbl'Z.k, 7 ... ..... .... ......?.......... .................. North Andover,Mass. Flee ...... . ...... Lic.No. .. .......................................... ELECTRICAL INSPECTOR Check # 7 �)J 5 4 8 Commonwealth of Massalhusetts Official Use Only Permit No. Department of Fire Slices i EGULATIONS Occupancy and Fee Checked 0 BOARD OF FIRE PREVENtION R' I[Rev. 11/991 (leave blank) APPLICATION F )R PERRZ\Mlf, TO PERFORM ELECTRICAL WORK C 0, P1 All work to be performed in acc dance ith the Massachusetts Electrical Code(MEC),527 CMR 12-00 (PLEASE PR_[NT IN INK OR TYPE ALL Zo;�k� TION) Date: 2/24/2004 City or Town of- North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 156 Palomino Drive, Lot 19 Job#20393 Owner or Tenant Pulte Home Corp Telephone No. 508-787-0002 Owner's Address 205 Hallene Road,Suite 211,Warwick, Rl 02886 Is this permit in conjunction with a building permit? Yes No (Check Appropriate Box) Purpose of Building residential Utility Authorization No. Existing Service Amps Volts Overhead Undgrd No.of Meters New Service Amps Volts Overhead Undgrd No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: -see below Completion ofthefollowin table may be waived by the Inspector of Wires. No.of Total No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA Above In- E] 0.of Emergency Lighting No.of Lighting Fixtures Swimming Pool grnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS JNo.of Zones f Detection ana No.of Switches No.of Gas Burners Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons Heat Pump Num5_e7ons KW No.of Self-Contained No.of Waste Disposers Totals:I- I Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local [I Mun'c'P!il El Other Connection Security S tems: No.of Dryers Heating Appliances KW No.olfli;evices or Equivalent No.of Water KW 0.0 No.of Data Wirin - Heaters Signs Ballasts I No.of devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Security System Attach additional detail i(desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE 0 BOND [-I OTHER El (Specify:) Estimated Value of Electrical Work: (When required by municipal policy.) (Expiration Date) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pains andpenalties ofperjury,that the information on this application is true and complete FIRM NAME: Ultraguard Protective Systemra LIC.NO.: 1608 C Licensee: Michael DeCosta Signature LIC.NO.: (Ifapplicable,enter "exempt"in the license number line) Bus.Tel.No., 781-937-0555 Address: 18 N Maple Street,Woburn, MA 01801 Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)El owner F1 owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ Delach AI(mly An COMMON WEALTH OF MASSACHUSETTS BOARD F� OF CIECTRICIANS REGISTLRIIIJ SYSTEM CONTRACTOR 10 TYPE ULTRAGUARD PROTIZICTIVC- SYSTCMS MICHAEL A DECOSTA —C 18 NORTH MAPLE ST WOBURN MA 01301-1727 1 814975 1608 C 07/Li/oc, 8 1 97 5 WITM-141'r. UMM 01-1.10,Ah-q All 0// Department of Public Safety One Ashburton Place, Rml 301 Boston, Ma,' 02108-1618 License: SEC SYS CERT. CLEARANCE Birthdate: 08/21/1953 Number: SS CC 000516 Expires:08/21/2004 Restricted To: 00 j.:: MICIIAELA DECOSTA P0 BOX 47 MALDEN, MA 02148 Tr.no: . - .249 Keep top for receipt and cliango of address notification. DEPARTMENT OF PUBLIC SAFETY LIcenso: SEC SYS CERT.CLEARANCE Numbe SS CC 000516 Birthdate: 08/21/1953 Explrgs"00121(2004 Tr.no: 249 RostrIct?liI:,PO MICHAEL A DECOSTA, PO BOX 47 a4q))) MACDEN. MA 02148.1 Commissioner DIG SAFE CALL CENTER: (880)344-7233