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Miscellaneous - 135 PALOMINO DRIVE 4/30/2018
M PAI AMINO DRIVE 210/108._ -0122-0000.0 Town of North Andover NORTil Building Department 27 Charles Street North Andover,Massachusetts 41845 (978) 688-9545 Fax(978) 688-9542 • 4 sac+wew+.s. M APPLIC&TION FO C IC TE F OCCUANCy/ ADDRESS 1 LOT NUMBER SUBDIVISION a-e DATE REQUEST FII.ED DATE READY FOR INSPECTION :-r 3 Fs -NoncEZ, ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHN THIS TIlVIE FRAME. A RE-INSPECTION FU OF TWENTY FIVE($25.)DOLLARS WILL BE CHARCED. THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE I ONLY RO CONSERVATION DA PLANNING DATE D.P.W. —WATER NM DATE (� D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED P TO INSPECTIO QUEST DATE. 1 A DPW A ORLZATIO Date? /� fc I / HORTH :�.,, °, •'"c TOWN OF NORTH ANDOVER p PERMIT FOR PLUMBING ,SSACMUS� This certifies that . . f:� . }�5. . 'l. . . . . . . . . . . . . . . has permission to perform . . . . ��L. . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . !.� . . . . . . . . . . . . . . . . . . . . . . at . . . .�3. ? �/�. 4. •.�. `: �. . . .Q !.. . . . . . . . , North Andover, Mass. Fee. ��1 .�!. .Lic. No.. .P. . . . . . . . . ��. .. . . . . . . . . PLUMBING INSPECTOR Check # � �G 83U � X32 s6 . MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING — (Print or Type) q �0• �g,i/ycsv Z� Mass. Date ? 19 City, Town Permit # Building Owner's AT: Location 3 1 lJjl• Name EL�'/9/�1� 2 T �� Type of Occupancy: New El Renovation 11 Replacement CAS Plans Submitted: Yes ❑ No ❑ z N z N Z Y Q F- N J } V Q Z W W W X J N d } N n a Cc N Z N Q rL Z OZ N M O ¢ _ Z -N z J in N N F- V Y Q N d C) = r a r N W ZO O d CC d 0 � p AZ W W M J W = F- J LL cc V d Y = % Y a. O WW X W y O Z O O W O U r d LL d O .z J ,� d M a: Z d O SUB—BSMT. BASEMENT 1ST FLOOR 2ND FLOOR'S 3RD FLOOR 4TH FLOOR! Installing Company Name .9199 Ialym0i: !jam i,u _ ;Cnhkone: Certificate address a� aGy S; S f Corp. 17 951;?1 Q,4,t/G,0-,S , nA,4 ❑ Partnership Business Telephone_ 17 F 1 9? r/ ' / ❑ Firm/Co. Name of Licensed Plumber or Gasfitter INSURANCE COVERAGE: Check one: I have a current liability insurance policy or susbstantiai equivalent which meets the requirements of MGL Ch. 142. Yes❑ No❑ If you have checked yes,please'ndicate the type coverage by checking the appropriate box. 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 by Chapter 142 of the Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner❑ Agent❑ I hereby certify 1:65t;all of the details and information I have submitted(or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed and r the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbii3jpeode and C apter of the General Laws. By Ty�pjrof License: S ature of Licensed lumber L° Z_ Title Plumber Master License Number O City/Town Cl Journeyman APPROVED(OFFICE USE ONLY) The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ky 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 414 4?f, !Jzf0; i t,!. Address: 'lid Zece f -T— City/State/Zip: T- Ste" City/State/Zip:�/,74taZlis—S 7, `%,.r} .4,q.2 ?Phone#: Qf ►�7�/� /S� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. $ ❑ Remodeling ~ ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. wo ers' comp.insurance. Y P h'• 9. ❑ Building addition [No workers' comp. insurance 5. ElVe are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I L 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#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 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 the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: City/State/Zip: 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. 1.52 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 u r the pains and penalties of perjury that the information provided above is true and correct ell Signature: ✓ Date: // 2- 3 4 Phone#: �� 2 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-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of 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#617-727-7749 www,mass.gov/dia Y COMM�� O1mv, ivr :fPAa�At,�i SIw i lid FLuielL LAt. ZASM. LICENSED AS A MASTER PLUMBER ISSUES-THIS LICENSE TO F GARY D REYNOLDS.- sm 4 GWINNETTE RD PEABODY MA 01960-.3 12882- 05/01/10 45602¢` i .Fold•TMg^Detach Along All Ped<_- —�- _ 1 Co MONVVEALTH OF MASSACHUSETTS . _ IN PLUMBERS AND GA TOE REGISTERED AS A PLUMBING CORP ISSUES THIS LICENSE TO -- .GARY -D. REYNOLDS ;. AWPLUMBING PLUMBING_ & HEATING.:.. IN .4 GWINNETT R-D:. PEABODY MA 01960-3513 2952 05/01/10 666852 r - Fold.Then Detach Along All Perforations k Location '2 Noy i Date NORT1y TOWN OF NORTH ANDOVER Fj,• • OR " Certificate of Occupancy $ # i # �s< Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # /C{, 63 - 6 Building InspVtor TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCTPAK JIENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING 77,7777��� 77- .......... rn BUILDING PERMIT NUMBER: Y1�7 74 DATE ISSUED ;U SIGNATURE: - Building Commissioner/Ins for of Buildings Date Z SECTION I-SITE INFORMATION-- 7- 17 4 0 1.1 Property Address: 1.2 Assessors Map and Parcel Number: A Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R /000, ZcntngDisUicL Pro sed use Lot Afea(sf) Frontage(ft) 1.6 BUILDING SETBACKS(ft) Front Yard Side Yard Rear Yard Required Provide] Required I Provided Required I Provided 16 7 Ly 0 1 f z 0 1.7 WaterGI-C.40.S1 54) 1.5. Flood Zone hdazmation: 1.8 Sewerage Disposal System: Public Pk�& > M� lona OutsideOutsideFlood z. Municipal X OnSite Disposal System 0 11 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT M 2.1 Owner of Record 7 (e- Naine(Print) Address for Se&ice: Signature Telephone 2.2 Owner of Record: VJ -Name Print Address for Service: z M signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 Licensed Construction Supervisor: �16 C :2!;? 5 94� 0 License Number wn Addres Expiration Date Telephone Signature r < 3.2 Registered Home improvement Contractor Not Applicable 0 Company Name M Registration Number Address Z Expiration Date Signature Telephone v SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 g 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Si tied affidavit Anaclied Yes....... No.......❑ SECTION 5 Desert tion of Proposed Work(check- a• licabte) New Construction Y Existing Building ❑_, Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. 1] Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: ;z SAM A-4 s a2 s AA4 e SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFEICI.AI,I7SE ONLY Completed by permit applicant 1. Building j 6-L / 177 �� (a) Building Permit Fee 7 Multiplier 2 Electrical (b) Estimated Total Cost of U Construction /$3 8 3 Plumbing GLV Building Permit fee(a) (b) 4 Mechanical(HVAC) 5 Fire Protection / 6 Total (1+2+3+:1+5) Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, _ as Owner/Authorized Agent of subject property Hereby autliorite to act on My behalf,in all matters relative to Ni•ork authon7ed by this building permit application. Signature of ON1ner Date SECTION 7b 7b OWNER/AUTHORIZED AGENT DECLARATION 1, J�JLR U Id—;;�/l�� ,as Owner/Authorized Agent of subject property HerebN declare that the statements and information on the lbregoing application are true and accurate,to the best of my knowledge and belief i P Print Name y oy-a.3 ti Si-nature of OxiDate NO. OF STORIES SIZE BASEMENTOR SI AB G S]lI:OF FI.00R'fI1ti1I3ERS ,? ,4P--,e 1 / 7 2 // i 3RD SPAN s DIMENSIONS OI•SILLS Z.Y DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS Ill:IGIIT OF FOUNDATION ' THICKNESS /p e' SILL Ol• LOOTING X MATFRIA1.OF CIIIMNEY per, 1S 1UILDING ON SOLID OR FILLED LAND IS 13IJILDING CONNECTED TO NATURAL GAS LINE Ald FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable requirements. .■..r■r■rrr a■■a l m s■a■■memo r exam a a■r a r a r a r a■r r a r a r■■r a a r a r r r a t a a a a■a•a do a 1.1 a - APPLICANT �-�- PHONE��8 �� ODr?v� � 7 ASSESSORS MAP NUMBER /0 LOTNUMBER. /A SUBDIVISION /'�/ �S`f /�'�r✓ ( '�S/ LOT NUMBER STREET �0/2'1 f l) D !'f fry STREET NUMBER �rrrrr■rirrr■r■■a■rr■GTrrr■rrr.rrrrr.rrr.rrrr■arrrrr■rr.rr.rrrr.r.r�rrrr�.r■ OFFICIAL USE ONLY it■arrrrrr..rrr■r..■arr■■.aAr■rr 0 a■r.■rrr.■■■■.raar■rra■■ra■■■■aaaara■ar■■r RECONMENDATIONS OF TOWN AGENTS 1 r r 1■ ■r■■rrr■■r r r■■.■a.r■.a a..■r r a a r a■.a s a r a■■■ON a■■a III go r r I a r a■a.r■■r■ azDATE APPROVED CONSERVATION A-DNLMSTRATOR DATE REJECTED CONN7,17S L6+ DATE APPROVED RECEIVED T DATE- REJECTED AM .0 9 'H AND(MA DATE APPROVED FOOD INSPECTOR-HEALTH DATE REJECTED _ DATE APPROVED SEFTTC NSPECTOR-HEALTH DATE REJECTED CONMEN C5 PUBLIC WORKS-SEWER/WATER CO MNS �� DRIVEWAP° A4 -`4-� 74 DATE APPROVED ME DEP DATE REJECTED CONGV EM'S RECEIVED BY BUILDING INSPECTOR DATE APR-01 -2003 02 :56 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 v �o m � Sp rs 15,3 _ xa 15 0 Bks CF 755.0 zzr y� ]� 1 -4 / x PULTE HOME CORPORATION R VRIGHT TO MAKE FIELD CHANGES TO THIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER STE DRAINAGE. MEET SETBACK REQUIREMENTS. AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE IMTHOUT CONSULTATION ViATH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF TW NOME. PROPOSED SITE PLAN LOT 76A FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 82 MONTVALE AVE. SU17E 1 PULTE HOME CORP. OF NEW ENGLAND STONEHAM, MA. 02180 2S7 TURNPIKE ROAD - SUITE 2DO (617) X36-6121 SOUTHBOROUGH. MASSACHUSEII 01772 SCALE:V-20' DATE: 4/1/03 Sent By: PULTE HOME CORP; 1 401 739 6457; Aug-6-01 4; j 9- 52PM; Page 1/1 CERTIFICATE OF INSURANCE ISSUE DATE: 816101 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCI ES BELOW. Pulte Home Corporation of NE COMPANIES AFFORDING COVERAGE 205 Hall ns Road.Suite 211 COMPANY A Pacific Employers Insurance Company Warwick. RI 02886 COMPANY a Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE _ — POLICY NUMBER � `GATE DATE LIMITS GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL UAMUTY GL4-0292043 5111Q1 5/1/02 PRODUCT"OMPIOP AGO. $15,000,000 ON AN OCCURRENCE BASIS —_ — I PERSONAL&ADV.INJURY $15,000,000 I ADDITIONAL INSURED: EACH OCCURRENCE $15,000,000 FIRE DAMAGE(Any one fire) 11.000,000 MED.EXPENSE Okay one parson) $5,000 AUTOMOBILE I COLLISION DEDUCTIBLE LOSS PAYEE: COMPREHENSIVE DEDUCTIBLE ._• _ _.. { COMBINED SINGLE LIABILITY LIMIT $1,000,000 ADOITIONAL•INSURED; CAL HO 7682773 511/01 511/02 i (Owned,Hund&Non-owned) � EXCESS LIABILITY I EACH OCCURRENCE AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 5/1101 1—5/1102 STATUTORY LIMITS EMPLOYERS'LIABILITY _..»........w... »..».»..�» ..._..»...»..._. _......._.._. EACHACCIDENT 11,000,x00 MA,NVI SCF C4 308181 5 511/01 I 51%2 DISEASE-POLICY LIMIT 51,000,000 DISEASE-EACH EMPLOYEE _ - $1.000,000 PROPERTY — I N _REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYEE: IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT MORTGAGEE: ( SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEOUCrI81.F PER OCCURRENCE OTHER i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLESJSPECW ITEMS Residential construction.North Andover,MA CERTLFIC CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRATION DATE THEREOF.WE WILL ENDEAVOR North Andover, MA 01845 TO MAIL 3Q DAY8 WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED REPRESENTATIVE Forest View Estates Drawing Date:04/02/03 4/ 2/03 16:28 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #76 - 135 Palomino Drive North Andover, MA Drawing Date: 04/02/03 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:House 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:V2720 Area per Sprinkler 160 sq ft1 Orifice: 1/2 K-Factor: 4 .20 Hose Allowance Inside 0 gpm 1 Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 120.1 psi Required: 46.4 @ Source WATER SUPPLY Water Flow Test ( Pump Data 1 Tank or Reservoir Date of Test 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 100.0 psi 1 Rated Pressure 0. 0 psi 1 Elevation 0 Residual Pres 78.0 psi 1 Elevation 0 I At a Flow of 1540 gpm 1 Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F&W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: Single calculation of M4 s99 02 ALLAN CAME m RO E -+ �FGISTEQ`cA SSIONAll Forest View Estates Drawing Date:04102103 4/ 2/03 16:28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 20 35.4 psi 1 11WI x 114" CPVC Reducer 2 ' 120 1 . 610 20 0. 0 1 1;1" Thrd 90 Ell CI 4 ' 120 1 . 610 20 0. 1 1 Pipe 114" 40x25 CSC 5 ' 120 1. 610 20 0. 1 1 114" Thrd 90 Ell CI 4 ' 120 1. 610 20 0. 1 Elevation Change 7 '0" 3.0 1 114" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 20 0.0 1 11,�" Fingd Back Flow Valve Watts "70 0 ' 0 1. 610 20 0. 0 1 1'1" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 20 0.0 1 14-1" Thrd 90 Ell CI 4 ' 120 1. 610 20 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 114" PVx15 CSC 25' 150 1. 602 120 7. 6 Hydr Ref R1 Required at Source 120 46.4 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 120 gpm 99.8 psi SAFETY PRESSURE 53.4 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 46.4 psi This is a safety margin of 53.4 psi or 53 % of Supply Maximum Water Velocity is 6. 8 fps Forest View Estates Drawing Date:04102103 4/ 2/03 16:28 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:04/02/03 4/ 2/03 16:28 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) HEAD 5 20. 1 1" 1 0 912" 6. 8 fps 23. 0 23. 0 23.0 0. 13 gpm/sq ft 1. 109" 2 0 1210" 0. 101 2. 1 0. 0 0. 0 K= 4 .20 20. 1 120 PV 0 2112" 813" 3. 6 23. 0 23. 0 134" 3 0 5919" 4 .2 fps 28.7 1. 400" 3 0 2710" 0. 021 1. 9 20. 1 150 PV 0 8619" 1113" 4 . 9 REF W 20.1 gpm PATH 1 K= 3.38 35.4 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 46.4 psi Inside: 0 gpm SprinkCAD Lot#76- 135 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 120 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 53.4 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 - 10040 Sup I 80 P S 1 60 100 pm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:04/02/03 4/ 2/03 16:27 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #76 - 135 Palomino Drive North Andover, MA Drawing Date: 04/02/03 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:House 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:V2720 Area per Sprinkler 200 sq ft1 Orifice: 1/2 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm 1 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 140.7 psi Required: 55.1 @ Source WATER SUPPLY Water Flow Test 1 Pump Data I Tank or Reservoir Date of Test 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0. 0 psi 1 Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: ( Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F&W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: Two head calculation z� �'J�k OF MAssq AUAN �y CAMER cGn 00 C m Forest View Estates Drawing Date:04102103 4/ 2/03 16:27 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 41 40.4 psi 1 11,�" x 11-4," CPVC Reducer 2 ' 120 1. 610 41 0.2 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 41 0. 3 1 Pipe 11,�" 40x25 CSC 5' 120 1. 610 41 0. 3 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 41 0. 3 Elevation Change 710" 3. 0 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 41 0. 0 1 11-1" Fingd Back Flow Valve Watts "70 0 ' 0 1. 610 41 0. 0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1. 610 41 0. 0 1 11�" Thrd 90 Ell CI 4 ' 120 . 1. 610 41 0.3 Fixed Flow Flow Loss 100 gpm 1 Pipe 11,�" PVx15 CSC 25 ' 150 1. 602 141 10. 1 Hydr Ref R1 Required at Source 141 55.1 psi Water Source100. 0 psi static, 78. 0 psi residual @ 1540 gpm 141 gpm 99.7 psi SAFETY PRESSURE 44.7 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 55.1 psi This is a safety margin of 44.7 psi or 45 % of Supply Maximum Water Velocity is 8. 6 fps Forest View Estates Drawing Date:04102103 4/ 2/03 16:27 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (qpm) = 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:04102103 4/ 2/03 16:27 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 20. 1 1" 1 0 1813" 6.8 fps 23. 0 23. 0 23.0 0. 10 gpm/sq ft 1. 109" 3 0 1710" 0. 101 3.5 0. 0 0.0 K= 4 .20 20. 1 120 PV 0 3513" 813" 3. 6 23. 0 23. 0 13,1" 3 0 4213" 8 . 6 fps 30. 1 1. 400" 3 0 2710" 0. 078 5. 4 40.7 150 PV 0 6913" 1113" 4 . 9 REF W 40.7 gpm PATH 1 K= 6.40 40.4 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO HEAD 4 20.5 1" 1 0 817" 6. 9 fps 23. 9 23. 9 23. 9 0. 10 gpm/sq ft 1. 109" 2 0 1210" 0. 104 2 . 1 0. 0 0.0 K= 4 .20 20.5 120 PV 0 2017" 813" 3. 6 23. 9 23. 9 REF 20.5 gpm PATH 2 K= 3.77 29. 6 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 55.1 psi Inside: 0 gpm SprinkCAD Lot#76- 135 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 141 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 44.7 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#65 140 120 - 10040 Suppl 80 P S 1 60 100 gpm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) forest View Estates Drawing Date:04/02/03 4/ 2/03 16:25 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #76 - 135 Palomino Drive North Andover, MA Drawing Date: 04/02/03 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: WCD Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:House Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V3610 Area per Sprinkler 220 sq ft1 Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.4 psi Required: 64.9 @ Source WATER SUPPLY Water Flow Test I Pump Data 1 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 ( Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: Lot #65 Source of Information: F&W Partnership - Methuen, MA SYSTEM VOLUME 21 Gallons Notes: Garage calculation H of M4ss9 oz ALLAN CyG o PWEA ON v FGISTEQ` Forest View Estates Drawing Date:04/02/03 4/ 2/03 16:25 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 61 45.7 psi 1 11-1" x 1'�4" CPVC Reducer 2 ' 120 1. 610 61 0.4 1 11-1" Thrd 90 Ell CI 4 ' 120 1. 610 61 0. 7 1 Pipe 11,�" 40x25 CSC 5' 120 1. 610 61 0. 6 1 l'W' Thrd 90 Ell CI 4 ' 120 1 . 610 61 0.7 Elevation Change 710" 3. 0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 61 0. 0 1 11-�" Fingd Back Flow Valve Watts "70 0 ' 0 1. 610 61 0. 0 1 1'-1" Thrd Globe Valve CSC "F15" 0' 0 1. 610 61 0.0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 61 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-i" PVx15 CSC 25' 150 1. 602 161 13. 0 Hydr Ref Rl Required at Source. 161 64. 9 psi Water Source100.0 psi static, 78. 0 psi residual @ 1540 gpm 161 gpm 99.7 psi SAFETY PRESSURE 34.7 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 64 . 9 psi This is a safety margin of 34.7 psi or 35 % of Supply Maximum Water Velocity is 12. 9 fps Forest View Estates Drawing Date:04102103 4/ 2/03 16:25 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:04/02/03 4/ 2/03 16:25 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 30.7 1" 0 0 11" 10. 3 fps 30. 0 30. 0 30.0 0. 14 gpm/sq ft 1. 109" 1 0 51011 0.219 1.3 0. 0 0. 0 K= 5. 60 30.7 120 PV 0 5111" 0" 0. 0 30. 0 30. 0 1',4" 2 0 3713" 12 . 9 fps 31.3 1. 400" 3 0 2410" 0. 155 9. 5 61. 4 150 PV 0 6113" 1113" 4 . 9 REF W 61.4 gpm PATH 1 K= 9.09 45.7 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO HEAD 2 30.7 1" 1 0 11" 10. 3 fps 30 . 1 30 . 1 30. 1 0. 14 gpm/sq ft 1. 109" 0 0 210" 0.220 0. 6 0. 0 0. 0 K= 5. 60 30.7 120 PV 0 2111" 0" 0. 0 30. 1 30. 1 1k" 0 0 1116" 6.5 fps 30.8 1. 400" 1 0 610" 0. 047 0. 8 30.7 150 PV 0 1716" 0" 0.0 REF 30.7 gpm PATH 2 K= 5.47 31 .6 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 64.9 psi Inside: 0 gpm SprinkCAD a Lot#76- 135 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 161 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 34.7 psi (800)495-5541 - Remote Area: 1 Date/Loc: Lot#65 140 120 - 100411 Suppl, 80 — P S 1 100 gpm hose 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Growth Management Bylaw Exemption Statement Tern of kcrth'Andcver Building Department Tris torr amaa he usad to assist the swiding cepartment in their determination of exemptions under section 8.7.8 of the 'town nf,Narsn Andovar Growth Management Bylaw. The buildin?applicant shall p�ovide.all or the necessary iniormation as rer#ueexted below. N.im4 of Applicant an building Permit(below) Addresg of far.Ferrtit(telow) l tLC f3� .�1�� dna pr,. v � � Co f, 7O' O i ^t� _.. __.. . .. _i. r Nlap oriel Parcel: P rpose of plication (check below)' P a tit NArnbt:r o€Applicant ingie Family ,,,.,_,Two Family rJ 1 Ui uadwsigned appilcant fqr the above property attest that the attached building permit for which this farms is ram9bttetd dots comply with the E{8MP110N section 8.7.6 of the North Andover Growth man.19eft Ont Bylaw, i alsq undarztand providing this farm does not absolve me or any party to this permit from the Mqulrements of obtaining other permits required prior to the issuance of the Building Permit, Further I undemUnd that my intaipretadon of fm EXEMPTION status is subject to reiiiew by the Building C)apta saint and is only afttcally acr„a(ued when the Building Permit iA issued. Basg4 nn$act gn 9,74 ar the North Andaver Growth Bylaw the above lot and the work as applied for on the abovar lot, in the building permit appljcation and associated attachments,complies with one or more of the following seckQns as indicated by a check mark This ix an application for a building permit for the enlargement.restoration,or recanstructiion of a dwelling in mxa+reace as Qt the eifecdve dam of this by-taw.provided that no additional residential unit is crested. This tat(a)aietWwaa cr"Wd prfar to May b, I sag are exempt from the provisions of this Secion 9.7 of the Zoning This appitcatian is for aweliing units for low andlgr moderate income families or Individuals,where all of the conawena of g,?,e,G;We Met andlot mprox4ritt Owelling units for saniar residents,where occupancy of the units is reatriczed to senioc persana through a pfapedy,executed and retarded deed restr(ctian running with the land. For perp of We Seclon'senta"shalt mean Merzons over the ase of$5. This application d a part of a develgpmopt prgject which voluntarily agreed to a minimum 40%permanent reguiow in denxity, (buildable lots),below the density,(buildable lats),permitted underzaning and feasible given the i erivket mental candrtJana of the tract,with the surplus land%qual to at least ten buildable acres and permanently designated as open apace and/or farmland.The land to be pretserved shall be protected from development by an Agricra Wtw Preaervatian geatritdian,Conaervataan Risstritaion,dedication to the Town,or other similar mechanism apprrav"by the Planning eaard that wig enwre its pmtectlon. This apptiaatian apnt44MA a tray of land existing and not held by a Ceveloper In common ownership with an aojarent patrol on the affadve date of this Sedan 8.7 shall r4caive a one-time exemption from the Planned Growth Rate and Oevelapment Scheduling provisions for the purpose of constructing one single family dwelling unit an the pa=L Thia apiaticagan mpmUn4 s let which is readX for building permits,(Le,all other permits from all other boards and t gtFupissians have been acaived and the project is in aomplianae with those permits),and the Development Schedule does net aconmmadate lowing a building permit In that Year,aria building permit will be issued per Year par Qevelpptnent until such time as the Cevetapment Schedule awammadates issuing buiitcling permits, Applicant must supply atsprovqd form U with this fix=UPTION. Ply pirovide any and all information that would asaist the 8uiiding Department in making a determination' that your application Is ailawed ane or mare of the above EXEMPTIONS. car signing bdiaw I attest to Ne accurzcy of the information provided and that the attached building permit is 3ilQw4d an C<SNIPTION as cited above. Further I understand that the submittal of misleading and or inaccurwte int ion, or the checking off at an above it which does not comply,avhether done to my Nnaueledg not. grounds for iuzat by the ildm epartment to issue a Building Permit. Qnature nr Cwncr or Auinonz.a Agent Aa si the A#Acned Building Permit '021e T n,s iorm must ba zu cited to the Building Permit upon application for such permit ✓� "(�Darrwraaruuea� 4�-G�ucc�u��lld BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/0211962 A ' Expires: 03/02/2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON _ 222 SEAMES DRQ MANCHESTER, NH 03103 Administrator BUILDING DEPARTMENT DEBRIS DISPOSAL FORM In accordance with the provisions Of IYIGL e 40 S 54, a condition of Building Permit Number Is that the debris resulting form this work shall be disposed of in a properly licensed solid waste di dl: ned by NfGL c 11, S 150A sposal facility as The debris will be disposed of in: S Ap Location of Facility �Sig==Ao'fermit Applicant _ Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector Fax:978-55 r 3160 Jun 1 2000 12:54 P. 19 The Commonwealth of Massachusetts Department of Industrial Accidents Office of investigations 80ston, Mass. 02111 Workers'Compensation InSurance Affidavit N ON Please Print [`carne: Ldon: Phone am a homecryner perranning all work myself. ^�I am a sole proprietor and have no one working in any capacity FA I ;am an employer providing vwrkers' compensation for my employees working on this job. Cornpg Ui name., Z nEjo Com: Y0iClf7` G'. GGC�}� �� 0 71 Phgnlg• 5-09-- at- 9X S- .s Insurance. Co._�-�,c__ <' ,-/c,• L"S /w�'. e _ Poiicv# ,`�'C�_�-3u!! Yom•_ �tnoarn name: .�ddrt=�s Phone#� lr»uiance Co. _ Poi r it Failum le secure wvarage as required under•SeWon 25A of MGL 152 can lead to tna imposillon of crtminal•penalties of a fins up to 31,500.00 ar;ar'cu ons ears'imprisccvnent as well as civil penalties in the form of a STOP WORK ORDER and a tine of(S100.00)a day agsinsx m.e. I ur,oesufwia tnat a ccpy of this sutrarnent alky be(orwarued to the Office at lnyw4gadons of the QW for coverage VwMeadon. r Jo her Dy cxrufy utZJe r lha pains and praeJtles of perjury i Qt(hr lnrcurn apcn Puvirierd y/aave is tris and rorrw(. Signsi ire Date Print narne Phone# JrZi t! "a oniy do not`ti me in this area to be completed by city or town official' a Building Dept ❑C:hoc7c tirnmCNx;2terrsr uaurequirr0 Building Dept p Licensing Board p Selectman's dice Pnor„e>r Q Health Department Other Ln'tti,H.iN'S CUMPr.NS i77UN . Sent By: PULTE HOME CORP; 1 401 739 6457; Apr-3-03 15:09; Page 2 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC R'-5,.lreCkSoftwarc Version 3.5 Release 1 b Data filename: F",files.CST�SHARE\MecCBeck\tllodetEnergNCnde'�MASCHECKtLot 76fv.rck TITLE: Lot r 76 Cambridge Elevation# I CITY: North Andover STA1'E; Nlassachusetts HDD: 6",2'- CONS I 32'CONST RUCTION IYPE: Single Family DA 1 F: 04.0303 PROJECT INFORtNIATION: Forest View. \orth ,'Wdover,:I4A COP•1PA\lY" INFORMATION: Pulte Homes of New England N("TES: Customer purchased elevation# 1 and 1 additional window CO%IPLIANCE: Passes 11aximum UA=486 Your 1 Ionic UA- 136 Y3etter Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ccilin,, i Flat Ceiling or Scissor Truss 81 38.0 0.0 2 Ceiling 2: Flat Ceiling or Scissor Truss 1296 38.0 0.0 39 Ceiling 3: Flat Ceiling or Scissor Truss 74 38.0 0.0 2 ),fall 1: Wood Frame; 16"o.c. 612 13.0 0.0 50 Vk`all 2: Wood Frame, 16"o.c. 612 13.0 0.0 50 Wall 3: Wood Frame; 16"o.c. 864 13.0 0.0 71 Wall 4: Wood Frame. 16"o.c. 864 13.0 0.0 37 V'ti "ikV': 2862: Vinyl Frame; Double Pane with Low-E 69 0.340 23 Window: '_'852-3: Vinyl Frame,Doable Pane with Low-E 43 0.340 15 �Vir;dow: 1936-2 casement: i Frame, Double Pane with Low-E 14 0.310 4 bt indov,,: 2852:Vinvl I.rarne, Double Pane with Low-E l59 0.340 54 Window: 2046-2:Vinyl Frame, Double Pane with Lowy-E 19 0.340 6 Vv indow� 6-0:<6-8 slider: I int 1 Frame.Double Pane with Low-L' 9 0.300 12 Window: 2052-2:Vinyl Frame, Double Pane with Low--F. 21 0.340 7 -8x6-8 scrrice door: Solid 18 0.180 3 Sent By.: PULTE HOME CORP; 1 401 739 6457; Apr-3-03 15:10; Page 3 Door. 3-00-8 w/2 sidelights: Solid 33 0.280 9 Floor 1: All-Wood JoistrTruss,Over Unconditioned Space 810 30.0 0.0 27 Floor 1: All-Brood Joist/Truss, Over Unconditioned Space 74 30.0 0.0 2 Floor 3: All-Wood.lolsVTrLISS, Over Unconditioned Space 294 30.0 0.0 10 Floor 4: All-Wood.foist/Truss, Over Unconditioned Space 273 19.0 0.0 13 Furnace 1: Forced[lot Air; 81 AFUE CONVIJANCE STA TFMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES check Version 3.5 Release 1 b (formerly MECchec4 and to comply with the mandatory requirements listed in th:f RFSchecklnspection Checklist. BuilclerlDesigner tate Area Calculator: Assembly Type Width x Length = Gross Area Comments/Description 1 Flat Ceiiing or Scissor Truss 3'-0" 27'-0" 81.00 ft2 second floor ceiling area 2 Flat Ceiling or Scissor Truss 27'-0" 48'-0" 1296.00 ft2 second floor ceiling area 0 3 Flat Ceiling or Scissor Truss 4'-0" 18'-6" 74.00 ft2 second floor ceiling area 4 `n 5 6 0 7 8 C- 9 10 11 r12r`Ln rn � 18 19 0 20 21 T 22 23 24 25 26 m 0 U W O S W J n 0_ Ceiling Area Total: 1451.00 >t m till + 04/03/03 14:42:06 00 Area Calculator: LO o_ Assembly Type Length xj Height 1=1 Gross Area Comments/Description 1 jWood Frame, 16"o.c. 34'-0" 18'-0" 612.00 ft2 right elev. 2 Wood Frame, 16"o.c. 34'-0" 18'-0" 612.00 ft2 left elev. 0 3 Wood Frame, 16"o.c. 48'-0" 18'-0" 864.00 ft2 rear elev. 4 Wood Frame, 16"o_c. 48'-0" 18'-0" 864.00 ft2 front elev. r 5 � 6 0 7 1? 8 10 11 12 13 14 Ln 15 r�o 16 0) 17 r` 18 19 � 20 21 T 22 23 24 25 26 n� 0 U W O S W J Exterior Wall Area Total:2952.00 m 1/1 + 04!03103 14:42:06 2 Area Calculator: W Add to Window Unit Total Comments/ Library Name Assembly Type Quantity Width x Height = Area Area U-Factor SHGC Description 1 Zg62 Vinyl Frame,Dou 4 2'-9" -3" 17.19 68.76 ft2 0.340 Superseal Low E Argon 0 2 2852-3 Vinyl Frame, Dou 1 8'-3" 5'-3" 43.31 43.31 ft2 0.340 Superseal Low E Argon 3 1936-2 casement Vinyl Frame, Dou 1 3'-11" 3'-7" 14.03 14.03 ft2 0.310 Superseal Low E Argon n 4 2852 Vinyl Frame, Dou 11 2'-9" 5'-3" 14.44.1-58.84 ft2 0.340 Superseal Low E Argon �,� 5 2046-2 Vinyl Frame, Dou 1 4'-1" 4'-7" 18.7218.72 ft2 0-340 Superseal Low E Argon 0 6 6-0x6-8 slider Vinyl Frame, Dou 1 6-11" 6'-7" 38.95 38.95 ft2 0.300 Superseal Low E Argon co 7 2052-2 Vinyl Frame,Dou 1 4'-1" 5'-3" 21.44 21.44 ft2 0.340 Superseal Low E Argon � 8 Q 9 Q 10 11 12 r` 13 LO 14 coo 15 rn 16 co 1 ti 7 _ 18 0 19 20 T 21 22 23 0 CD w 0 w J Window Area Total:364.05 m 04103/03 14:42:06 Co Area Calculator: Add to DoorUnit Tota! Comments/ Library Name Assembly Type Quantity Width x Height = Area Area U Factor SHGG Description I 2-8x6-8 service door Solid 1 2'-8" 6'-8" 17.781 17.78 ft2 0.180 Garage Service Door 2 3-0x6$w/2 sidelights Solid 1 5' 0" 6'-8" 33.33 33.33 ft2 0.280 Front Entry w/2 r Sidelights �n 3 T 4 0 5 C? 6 L 7 Q 8 9 10 11 12 7` 13 14 rn 15 16 17 0 18 `r 19 T 20 21 22 23 24 25 Cr 0 U W O W J o Door Area Total:51.11 a' OD Vi 074103/03 14:421 Oe Co Area Calculator: Co im o_ Assembly Type Width Ix Length = Gross Area Comments/Description VAII-Wood Joist/Truss,Over Unconditioned Space 27'-0" 30'-0" 810.00 ft2 floor area over basement JoistfTruss,Over Unconditioned Space 4'-0" 74.00 ft2 floor area over basement Joist/Truss, Over Unconditioned Space 21'-0" 14'-0" 294.00 ft2 floor area over basement Joist/Truss,Over Unconditioned Space 13'-0" 21'-0" 273.00 ft2 floor area over garage 5 6 0 7 c� 8 � 9 sz 10 11 12 13 14 ip 15 `- 16 17 n 18 19 0 20 21 T 22 23 24 25 26 ri m 0 C) w 2E 0 w J IL Floor Area Total: 1451.00 m ' 04/03/03 14:42:07 c CO i r _ FORM J LOT RELEASE The undeTisigned, being a majority of the Planning Board of the Town of North Andover, Massachusetts, hereby certify that: a. The requirements for the construction of ways and municipal services called for the Performance Bond or Surety and dated September 10 2002 and/or by the Covenant dated November 9, 1998 and recorded in District Deeds, Book X247, Page 76; or registered in N/A Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A in Registration Book N/A, Page N/A; has been completed./partially completed, to the satisfaction of the Planning Board to adequately serve the enumerated lots shown on the following Plans: Lots. 12A, 75A, 76A, 77A, 78A, andjj as shown on a plan of land entitled "PIan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southboroucrh, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1 "=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13 761 ; and Lots l i; li4,. 16, 17,18 as shown on a plan of land entitled "Definitive x Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North " Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old DuoStuii road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" I"=200%dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. and said lots are hereby released from the restriction as to sale and building specified thereon. The Lots designated on said Plans which are the subject of this Lot Release are as follows: (Lot Number (s) and street(s)) Lots 12A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale C:,I)(1C'U�II_-I\,-1DNilNll-1\LOCALS-t\Temp\I-orm.1-Lo!Release doe 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lots 13, 14, 15, 16, 17, and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. b. (To ibe attested by a Registered Land Surveyor) Lots 12A, 75A, 76A, 77A, 78A and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike .Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761 ; and Lots 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old BoStoii Rvad, TewI-,sbury, I;�1assach«set,.S 01 876 by MET-HF DPSlgI, Cons IItullt�,, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected ay corrective Plan:: Recorded as Plan Number 13727 do conform to layout as "`f~�:`f y shown on the above referenced Plans. <i N,o. 3s;i,y 1 y Registered Land Surveyo C. The Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated September 10 ' 200 2 , 4nd/or Covenant dated November 9. 1998, from,'Mesiti-Moore'sFall, LLC of the City/Town of North Andover, Essex Cour}ty, Massachusetts recorded with the Essex North District Registry of C'.^:t)UCU�IL—I1All�'11N1-111..00.AL.S—1\Temp\Dorm 1-Lot Release.doc C r f DeTds, Book 5247, Page 76, or registered in Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A, in Registration Book N/A, Page N/A, acknowledges satisfaction of the terms the eof and hereby releases its right, title and interest in the lots designated abol e on said plans as follows: Lots 12A, 75A, 76A, 77A, 78A, and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New England, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marchionda & Associates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Registry of Deeds as Plan Number 13761; and Lot$ 13, 14, 15, 16, 17 and 18 as shown on a plan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts"prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 1"=200',dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. EXECUTED as a sealed instrument this 1 o day of September , 2002. Majority of th ff "Al Planning Boar� 4-A./' -� Z f Of the Town of � � f North Andover 41 i CAWINDOWS'tiDesl;WPIForm J-Lot Kdease.duc COMMONWEALTH OF MASSACHUSETTS Esser, ss - October 31 � 2002 Then personally appeared Kathleen McKenna , one'of the above members of the Planning Board of theTown of North Andover, Massachusetts and acknowledged the foregoing instnlment to be the free act and deed of said Planning Board, before me. - - Notary Public My Commission Expires: e/ F:Newdocs/Pulte-Re/Forest View/Form J Lot Release C:'AVINDOII'S%Dcsl;iop\Form J-Lot Releasc.doc Bond # 92926?655 Aggregate Limit S FORINT F PERFORIYIANCE BOND AGREEMENT NORTH ANDOVER PLANNING BOARD AGREEN,IENT made in consideration of approval of the within subdivision by the Planning Board and (lie acceptance of the security bond on this day of betvN,een the Town of North Andover, a municipal corporationng through its 2002 bByoarld and .Pulte Home Corporation of New England Planning and P Mand hay ing a usual place of business at 257 Turnpike .P,oad, Suite. 200, Southborough, MA 01772 hereinafter referred to as the "Applicant" and "C��t ner" o��ner of the land shown on the following plans: Lots,12A, 75A,•76A,.77A,,78A, and 79A as shown on a plan of land entitled "Plan of Land, Forest View Estates, North Andover, MA, Prepared for Pulte Home Corp. of New Emdand, 257 Turnpike Road, Southborough, Massachusetts 01772", drawn by Marehionda 'r �-Zssociates, L.P., dated April 14, 2000, Scale 1"=40', Recorded with the Essex North District Re,istry of Deeds as Plan Number 13761; and Lots 13,`1=1,.15, 16, 17, 18 as shown on aplan of land entitled "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesitt Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 018;'0 by THF Design Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" i 200' dated September 22, 1997, revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plan Number 13362 and as affected by corrective Plan Recorded as Plan Number 13727. for title to the property see deed from Mesiti-Moore's Fall, LLC to Pulte Home Corporation of Ne,.v England dated June 28, 2000 recorded at the Essex North District Registry of Deeds at Book 5793, page 267, and deed from Moore's Fall Corporation to Mesiti-Moore's Fall, LLC dated November 6, 1997 recorded at the Essex North District Registry of Deeds at Book 4886, page 292 and deed from David White to Mesiti-Moore's Fall, LLC dated April 30, 1998 and 1-1corded in the Essex Registry of Deeds at Book 5039, page 249, agree as follows: 1. The applicant hereby agrees to construct the ways and install the utilities in the foregoing subdivision in accordance with the follow ing: i Application for Approval of Definitive Plan (Form C) dated ii. All the conditions of approval of the Planning Board in their decision dated April 13, 1998, which are specifically set forth in Exhibit 1 and attached hereto and made a part thereof, this Performance Bond Agreement; and iii. All the requirements of the Subdivision Rules and Regulations of the North Andover Planning Board dated and revised February, 1989 under the authority provided by Section 81Q of Chapter 41 of the General laws (Te. Ed.) as amended; except for the waivers which have been granted by the Planning Board as specifically set forth in Exhibit 2, and attached hereto and made a part thereof, this development agreement. Any modifications to a previously approved subdivision plan pursuant to M.G.L. Chapter 41, Section 81 W would necessitate a separate performance bond agreement to be completed in addition to the performance bond agreement filled out for the definitive subdivision approval; and r In accordance with the Subdivision Plans and profiles submitted by the Applicant and approved by the Planning Board; and -- The applicant acknowledges that the waivers that are specifically designed in Exhibit 2 arc the only waivers that are acknowledged and approved by the Planning Board as of the sat of 111c approval of the Subdivision Plan; and Thi Applicant agrees that the subdivision shall conform to all the requirements of the Subdivision Rules and Regulations except as waived by the Planning Board in writing it the de%elopment is not consistent with the Subdivision Rules and Regulations, the wai�'ers granted thereto, and the conditions of Approval, the Applicant agrees to bring the J,f Vf lopmem into compliance within twenty days of notice from the Planning Board of 1]o11collipllance; and -r. `l'h,� apPlicant agrees to construct the ways and install the utilities within two ("?) years from the date of endorsement of the Subdivision Plan and Profiles, and furthermore a;rees chat construction shall be completed two years from the date of commencement of constniC tion, or such further time as may otherwise be mutually agreed upon by both partizs in writing. Failure to complete construction and installation within the time specified may result in rescission of approval of the plan, or may result in the Planning Board, by a majority vote voting to seize and utilize the surety funds to complete the construction and installation of the ways and utilities. Prior to su seiure of surely Rinds, however, the Planning Board shall provide the surety, on="�ay jnotice, an opporntnity 10 complete the construction and installation of the bonded improvements remaining uncompleted. In the event the surety shall determine to complete the improv,-ments, the parties shall thereupon agree upon a schedule for such completion takin into account the nature of the improvements remaining to be completed, the weather conditions, and such other factors as reasonably impact the schedule. The Applicant agrees to maintain all ways and utilities in the subdivision until the Plann-ing, Board finds that the subdivision is complete, and has received a favorable recommendation by the Planning Board for acceptance of all streets in the subdivision and action on a Town Meeting warrant article to accept the street, and the street has been accepted. Failure to maintain all ways and utilities may result in the Planning Board, by a nlajorin; vote, voting to seize and utilize the surety funds for maintenance of the ways �t�1d utilities. d. The Applicant agrees to record this agreement with the Subdivision Plan at the Essex County Registry of Deeds, and to forward recorded copies of this Agreement to the Planning Department within thirty (30) calendar days of the Planning Board's endorsement of approval of the Subdivision Plan. Failure to comply with this provision will result in automatic rescission of the Subdivision Plan. This agreement shall be and is binding upon the heirs, executors, administrators, assignees and successors in interest, and upon the grantee or successors in title. The "applicant shall notify any new owners, heirs, executors, administrators, assignees and succ(tssors in interest that this agreement has been executed, and shall provide written proof of disclosure of this notification to the Planning Department. The Planning board, however, agrees that in the event the owners of the property and applicant notify the Planning Board in writing of a transfer of title to the property, transferee shall replace the existing bond with another bond acceptable to the Planning Board. The existing bond. shall remain in full force and effect until the Planning Board approves the subsequent bond. S. The Applicant is the owner(s) of the record of the Premises on said plan. ?. The bond provided to the Planning Board shall not lapse. The Applicant agrees that if the bond or other security lapses or is no longer valid, all unsold loss shall be considered to be under covenant and not be conveyed or built upon and the Town shall not issue buildings permits on such lots in the subdivision; and the Applicant shall forthwith forward to the Planning Board alternative security acceptable to the Board. The Applicant agrees that no amount of the security will be released to the Applicant until such time as the Applicant has completed the work in accordance with all decisions and agreements, petitioned Town Meeting and obtained a favorable recommendation from the Planning Board for acceptance of all streets in the subdivision and obtained Town meeting approval for all streets in the subdivision, In no event, however, will anN_ cash amount of security be released to the applicant and no bond reduction in the bond amount shall occur without the express consent of the surety, providing the security under this agreement, which consent will not be unreasonably withheld. 1.]. Prior to the signature of the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board consulting Engineer to perform a cost estimate to detennine the amount of security to be posted for the subdivision and will post the amount as determined by this cost estimate for surety for the subdivision. 1 I Prior to the signature of the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board Consulting Engineer to perform a cost estimate to determine the amount of security to be posted as surety for the subdivision. 13. Prior to the signature by the Planning Board of this document, the Applicant agrees to post sufficient funds to pay for the Planning Board consulting Engineer to determine a. cost estimate for inspections to be performed annually by the Planning Board consulting Engineer for two consecutive years to ensure on an annual basis the amount, if any, that was determined by the Planning Board Engineer. 1. ?. Prior to the signature by the Planning Board of this document, the Applicant agrees, if required by the Planning Board, to post sufficient fiords for reasonable attorney's fees associated with the submittal and reviewing of this legal document when reviewed by the. Town's Legal Counsel, 15. The Applicant and Bonding Company agree that if there is any conflict between this\ document and any other documents, they may have relating to this agreement, this document shall supersede and be binding on the applicant and surety company. 1.6. %� en a majority vote is made by the Planning.Board to seize the funds being held by the surety company, the surety company, within 21 days, must provide the funds to the Town. Unless the surety shall have on notice from the Town agreed in writing to complete the improvements in accordance with the provisions of paragraph 4 herein. I own ofNorth .Andover, acting by and tluough its Planning Board, hereby agrees to accept t?c aid perforniance surety bond in the amount specified in this Agreement as secunt� to th; perlormance of the construction and installation specified herein. izi document is executed as a sealed instrument. "N '�V`UNESS WHEREOF we have hereunto set our Rands and seals on flus date: zlature c glyg Board Chair or Tow n -- 1'l :ia as authorize by vote of Planning Board Date 4pplicant or its Authorized A-entate / �� ---- D Taxpayer LD. U�-,3 L2 S2 7s�j 6- � — P l� _-� ��-S __. ',�yc�.i'711 P Fl. � C �� 6 Owner or its Authorized Agent,�a,,&r -ate— - Signature of Bonding Company or its Authorized Agent Dope ember 16 , 200 ' Robert Porter, Attorney—in—Fact Essex, ss. (PLANNING BOARD) COMMONWEALTH OF NLkSSACHUSETTS Then personally appeared the above-named "Ilder oath. that the foregoing is the free act and deed of the North Andover PI`anrunRho �tlot�leci_� l before me, ` Board. Notary Public N[y Commission Expires: (APPLICANT) COMMONWEALTH OF AJASSACHUSETTS hien. Personally appeared the above-named -nn, n ,',�-ledged under oath that the foregoing i / wh.o g g s the free act and deed, before me Iy Commission Expires: ,.p iilo Elizabeth � r �. 4 Ncta,y Pubic' �mttlonweai,h of r1tas,ach�sei�s MY COfT M"Ssion Cxp ras N2,v 13, 2001; (OWNER) COlY NION4 HEALTH OF 1VIASSACHUSETTS LsS�A:, ss. 2002 Th-1-n personally appeared the above-named ,I, L� CQ,�,) _ , who acknow lcded under oath that the foregoing is the free act d deed, before me, r No�yPuc / (� My Commission Expires: Eiizabalh .Commonwealth ct iv':zisss-husoits My Gcmmissicn Er.pirss (!day -18, ?008 (SURITY COMPANY) COMMONWEALTH OF MASSACHUSETTS L�scl, as. 2012 -L i1 personally appeared the above-named who acknowledged under oath that the foregoing is the free act and deed, before me, Notary Public My Commission Expires: Continental Insurance Company 0 be all cl Iud to auid form a part of 0 92-99-62655 11�eSeptember 10, 2002 n d nl��urlr: S, 359.51 C used b Pulte Home Corporation of New England ld b\: (2oncine.mal Insurance Company Jur ill fL'v0[ of: Town of North Andover in consIderaclon of the mutual agreements herein contained, the Principal and the Surety !)'Crtby conscrjj to adding [lie follow* ing parag-raph: 11 is a condition of this bond that it will be in force until September 10, 2005, and the Surely mai; sixty not"- the Obligee by registered mai 11v ixty(60) days prior to the expiration Uti'll 111_Y elect not to renew this bond. �iothln') lle[,in contained shall vary, alter or extend any provision of condition of this bond e'.ccpu as herein expressly stated. This ridcr is t.ffecllve: September 12, 2002 SI-1-11�fd an'l Scaled::. September 12, 2002 PLInclp�,I: Pulte Home Corporacion of New England Principe.+l Calvin R. Boy-, Director of Treasury Operations SUfCatv: Continental Insurance Company A }--in-Fact Robert Porter , POVVE R OF ATTORNEY APPOINTING INDIVIDUAL. ATTORNEY-IN-FACT i�now,a; 1''tcn By Thasa Presants,That The Continental Insurance Company,a New Hampshire corporation, and Firemen's Irisur- r..c L:ulp�ny or Nawark, rvav:Jersey, a New Jersey corporation (herein called"the CIC Companies"), are duly organized and existing Ur:;.;.motions raving tneir principal off-ices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and saals r-u, ern,as naraoy nlab:a, constitute and appoint J nrr R. Sioll_r, Julia T. Corcoran, Vincent J. Frees, Maureen E. Thomas, Bruce E. Robinson, Calvin R. Boyd, Jane K. —. o_irtq, Coiarte R. 'ukotr, Sdzanne Treppa, Robert Porter, Individually ----- Michigan ----- LF-c;;no la.vf1u1.A(toll-ley(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf urn:arrakings and oinrr obligatory instruments of similar nature —In Unlimited Amounts— arta to in tharacy ls fully and io the same extent as if such instruments were signed by a duly authorized officer of their corporations ;acts ur J.=id All]inley, pursuant to the authority hereby given is hereby ratified and confirmed. Iltis Poo.er of Attorney .s made and executed pursuant to and by authority of the By-Law and Resolutions, printed on the revarsa ra r, uuly au ted, as ;naicatad, by the Boards of Directors of the corporations. ll, LAritners Whe,eor, the CIC Companies have caused these presents to be signed by their Vice President and their corporate seals to _.� rlcialJ 5ill:<ad on iris 2-'nd day of March, 2002. The Continental Insurance Company ,» y Firemen's Insurance Company of Newark,New Jersey 4r •� J Michael Gengler / Group Vice Presiaent Scaa Of liii,tois, Cot:nty or Coot:, 65: On tit's 221-10 day of ILdarch, 2002, before me personally came Michael Gengler to me known, who,being by me duly sworn, did depose and y_ to t na i esieas in the City or Chicago, State of Illinois; that he is a Group Vice President of The Continental Insurance Company, a Naw H�mpshira corporation, and Fireman's Insurance Company of Newark, New Jersey, a New Jersey corporation described in and which executed to aDove instrument; tnat he knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; that ti ev .vara so 2nixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto purscant to ii; c autrlority, ano acxnowladges same to be the act and deed of said corporations. + "OFFICIAL SEAL' t ,i DIANE FAULKNER s' Notory Public,Sloie of Illinois j My Commission Ezpirts 911710$ T \_ i,dy Commission Expires September 17,2005 Diane Faulkner Notary Public CERTIFICATE I. nasn;,a. Ribii:awskis, A, sistant Secretary of The Continental Insurance Company, a New Hampshire corporation, and Firemen's ir!surance'Conlpaily of Nowa;k, New.Jersey, a New Jersey corporation do hereby certify that the Power of Attorney herein above set north is t! in force, and further ceruy that the By-Law and Resolution of the Board of Directors of the corporations printed on the reverse hereof is still r �.t(,a4W\lonv wriereor I have hereun�stf))lscribed my name and affixed the seal of the said corporations this 12TH day of • 1, 1.\<----' �;'6'Y'u1{�R7��• The Continental Insurance Company Firemen's Insurance Company of Newark, New Jersey Mary A. Ribikawskis Assistant Secretary ,0i i ACKNOWLEDGEMENT BY PRINCIPAL, STATE OF NfICHIGAN ) )ss. COUNTY OF OAILL.AND) On this 12th day of September, 2002, before me, the undersigned authorized employee, Personally appeared Calvin R. Boyd, who acknowledges himself to be Director of Treasury Opp ranons of Pulte Home Corporation of New England and that he as such employee being authorized to do so, executed the foregoing instrument for the purposes therein contained by sigming the name of the Corporation by himself as such employee. 1�1y Commission Expires: March 26, 2006 IAR ti�X�M Notary Public Marcia G. Howard !t�^ivie6il .26.2M6 Oakland County, Michigan :iH:u33 ORTH Towno �� � 10 ' . 0 '...` 6 ndover O ��t; 9 :. No. y - ori' * ndover, Mass., ij -/40 -07003 T O LAK E COC-C.Ew'CK �� Ao ?A T E D P`Ok\'- �5 SSACHUSE FOR EXCAVATION AND F THIS CERTIFIES THAT WP4.0.,1.044t4lw........ d *744 0 /35 A) bMwo 1)*?has permission to excavate and pour foundation at • ... ............................................................................................. for the purpose SIMV ),V ffp.%jd-*40! IAL.. 1......... .............. The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. /O It C/, 47 a 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. Ez D'+.� ?�1P:'? z�i_ � �".�T BUILDING INSPEV I�OR NORTH Town of Andover O +:7 c^ 470 O O 0 roc L E dover, Mass., y•/ 3 ADf?AT E D S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System �1 BUILDING INSPECTOR THIS CERTIFIES THAT........ ..... .. .M•S.._.......�.7- • • ... ................. .............................................................. Foundation has permission to erect..............�...................... buildings on .*(P.94!.#9.—* /43 ...../�v14RMI-VO Rough ...... to be occupied as.... l.1 oe ft ,' 8 ............ ...... I........... ...a.'....... .. ....... 4604....5. 4 ''r. ko"UpArimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Las relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. �oS�� a � ' w.. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTIO j STARTS ELECTRICAL INSPECTOR ( r Rough ................................�........................................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE smoke Det. R r Location ' No. 1-/-/ 6 A Date L-q -o-?3 D3 f MORTq TOWN OF NORTH ANDOVER 3 F w f Certificate of Occupancy $ Building/Frame 9/Frame Permit Fee $ `3n 1 D s.+cMusa Foundation Permit Fee $ Other Permit Fee $ >f TOTAL $ Check # g' 64 Le Building Inspector MAY-22-2003 03 :33 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 I � � I S11'S7' ^xr 1 ' I eS' LOT 76A 11220 S.F. 0.26 Ac. i i 7 18' I I , n TOP FOUNDATION i ELEVATION=153,35 � Lsi8.B3' R-275.00' a R-273.00' N03157'S4"W 59.74' I PALOMINO DRIVE I TEFHaN M, y ' MELESCIUC No. 3 I WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE EMIS AND THAT THE BUILDING IS LOCATED AS SHOWN. THE STRUCTURE THIS PLAN IS INTENDED FOR ZONING PURPOSES SHOWN CONFORMS TO THE ZONING LAWS RELATIVE TO REQUIRED ONLY, IT WAS PREPARED FROM EXISTING PLANS SETBACKS OF THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, AND RECORDS WITH THE STRUCTURES SHOWN ACCORDING TO THE F.E.M_A./H.U.D. FLOOD INSURANCE RATE MAP, LOCATLb BY AN INSTRUMENT SURVEY, THIS COMMUNITY PANEL N0, 250098 0015 C DATED 6/2/1993 , THE PLAN SHOULD NOT BE USED FOR PROPERTY STRUCTURE ZONE.NOT LOCATED IN AN ESTABLISHED 100 YR,FLOOD LINE DETERMINATION. HAZARD i CERTIFIED FOUNDATION PLAN F .76A F0RJ,.:.ST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE 1 HOME.. O NEW FNGL..ANO, l..-t....C. STONEHAM, MA. 02180 (781) 438-6121 257 TURNPIKE ROAD SUITE 200 v SOUTHBOROUGH, MA 01772 SCALE: 1"=3Q' DATE: 5/22/03 Date.........` / f V40 TM 1 a?°.��`` :•�.."�a� TOWN OF NORTH ANDOVER PERMIT FOR WIRING �SS�cHusE� This certifies that ............................................ '......................... has.?ermission to perform .... .. ... / . :�/....o...... ............... 1. . wiring in the building of............................................ ..................... ...... at..... f..J�`/�!/ir�ir! U / .. ,North Andover,Mass,,e Fee.... 7v..... Lic.No.IX1.............. :. ?4.4.,.. y1 ... ,) LECTRICALINSPECTOR Check # Office Use only ,The Commonwealth of Massachusetts perch 30 Department of Public Safety � 3eeupaney S Fee Checked BOARD OF FIRE PREVENTION REGULATIONS S27 CIA 1M 3/90 if (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Mawchusetu Electrical Code, 527 CMR 1'':00 (PLEASE PRINT IN INK OR TVP)~ AU. INTORHATION) Date City or Town ofN(O(`A�, {at,3c 0yey( To the Inspector of Wires: The undersigned applies for a pewit to perform the electrical work described below. Location (Street & Number) Js OaN0 b ir, L. o+ '1*76 _aaOwner or Tenant Ro k �`n Q o W�,IR J1\ i ej vA el 4--_ � '�--2j„ ' `7Q 40 Owner's Address A I I en \:�; . 'cy— 2 T n z A;Q t„ Is this petuit in conjunction with a building permit: Yes 0 No ❑ (Check Appropriate Box) Purpose of Building e Lim d P Utility Authorization NO. v FAisting Service Amps / Volts Ove:head ❑ Undgrd❑ No, of Heters New Serrice '��..b0 Amps /�10 / 2 4/40 Volts Overhead ❑ Undgrd No. of Meters ^ Number of Feeders and Ampacityy L (f/►'1 Location and Nature of Proposed Electrical Work N e w N Qty\c No. of Lighting Outlets Total 8 8 No. of Hot Tubs No. of Transformers KVA No, of Lighting Fixtures Swimming Pool Above t—i In- grnd. LJ grnd_ L.�J Generators 1;V:\ No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALA&\lS No. of Zone3 No. of Ranges Total No. of Detection and g No. of Air Cond. tons Initiating Devices No. of Disposals No. of }seat Total Iotal 4 Putn s Tc.Us.._ Ku No. of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local QMunicipal ❑Other Connection No. of Water Heaters KW No, of o. o "�' Low Voltage Si ns _ Ballasts ►yirin No. Hydro Massage Tubs No. of Motors Total lip OTHER: INSURANCE COVERAGE: • Pursuant to the -requirements of Massachusetts General Laws I have a current Liabilit Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES B NO I have submitted valid proof of same to this office. YES CK NO If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE [a BOND [] OTHER ❑ (Plense Specify) _ xpiracion ate Estimated Value of Electrical Work S �,`�,��'!��, vu; rt C ail Work to Start Inspection Date Required: Rough Final Signed under the penalties of perjury: FRM NAME LIC. NO. �`t 1 lol�rj Licensee Signature LIC. NO. Address Bus.Bus. Tel. No. (7 It. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does of have the insurance coverage or its sub- stantial equivalent as required by Massachusetts General Uaws and that my signature on this permit application waives this requirement. Owner Agent (P ease check one) PFPMIT FEE S ��/'. Date. . L-1.4,-0 3 ORT"1Mo TOWN OF NORTH ANDOVER 0 .9 p PERMIT FOR PLUMBING 41 SA US JJ This certifies that . . . .. . .�. . r �l� h �. has permission to perform . . !".'G !�J . . . . . . plumbing in the buildin sof . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at.!�O �1�.#�3.5. ?�.' ` wl(A-)'D � , North A dover, Mass. Fee. 5f/�. Lic. No. _ cp PLUMBING INS ECTOR Check # Jy 5623 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, SAC SETTS / Date uilding Location Owners Name PPermit# Amount T of Occu anc New �/ Renovation Replacement rl Plans Submitted Yes No FIXTURES ffj H a z 06 a a a SW1ME WEVENr lsr HDM M HDQ2 3MHDOR M FIOCR 51H RUR sIH FLOCK 7M H M SIH Hfm Wrint-or type) Check one: C rtificate Installing Com 7v Name acorp. Address Partner. Business Telephone — / Firm/Co. Name of Licensed Plumber Insurance Coverage: Indicate the type of' coverage by checking the appropriate box: Liability insurance policy er type of indemnity E—] Bond Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above threeinsu%nce Signature Owner Agent I hereby certify that all of the details and information I have submitted(or en ve application are true and accurate to the best of my knowledge and that all plumbing work and installations ed er Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts S m and Chapter 142 of the General Laws. By: Signature otLicenseU FlumDer oype o/ 7;7 se Title City/Town (cense INumDer Master Joumeyman 0- APPROVED(OFFICE USE ONLY Date......1.....I..............3 . ..3....... A NORT1y °fs"`° 4,. TOWN TOWN OF NORTH ANDOVER ° p PERMIT FOR WIRING SSACMUS� This certifies that ..U..1. . .?.�.�. ....l, r o S� S .................... .......................... has permission to perform S e C U `(. �'"" `�' ........................... ......... �..Y................................ wiring in the building of.. v..............� w I C S .......................................................... .. "' ..... ,North dover,Mass. at......�..��.5......... A..)A..\)I I.....�............R.... . Lic.No.1 5.2 .-1 .,gyp ���.Q ✓"�"' Fee...... .. ....... .. ........................ ,. ELECTRICAL INSPECTOR ' Check # f6I 'l Commonwealth of Massachusetts Official Use Only _ Permit No. 1-k / Department of Fire Services Occupancy and Fee Checked 1 BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 6/24/2003 City or Town of: North Andover To the Inspector of Wires: I��t33 By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 135 Palomino Drive Owner or Tenant Pulte Home Corp Telephone No. 508-509-3791 Owner's Address 135 Palomino Drive 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 of the followin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ n- El o Emergency ig mg rnd. rnd. Batter Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o.of etection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices g Tons No.of Waste Dis osers Heat Pump Number Tons KW No.of Self-Contained p Totals: Detection/Alerting Devices No. of Dishwashers S ace/Area Heatin KW Local ❑ Municipal El Other p g yConnection SsteNo.of Dryers Heating Appliances KW Sec No of Devices or Equivalent❑ No. of Water KWNo.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent u No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or E uivalent OTHER: Security System * Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: Ultraguard Protective Systems LIC.NO.: 1526 C Licensee: Michael DeCosta Signature LIC.NO.: (If applicable,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)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ �, 0� COMMON AL--TF1 i 1" ° MA a �►cHUSET`�S . $ PON OF PROFESSIONAL UtEN8URE, O ,E L ERCT t I I ANS REGISTERED �P TEN* CONTRACTOR I$SUESIHIS L PENSE TCS JEWEL ERCT .CT E. 1P TElM•S INC MICHAEL A ""DEC ST 8 IREE AVEca BILLER ICA N . 01821 - 5015 1526 C 33144 SERIAL M own . +. _ -------------- 4L\ ..--.-._.;.4L\ .. , Department of P blic. Safety One Ashburton Place,'Rm*1301 Roston, M'j, 2108-1613 w. Li e: SEC SYS CERT.tens CE T CLEARANCE; Birthdate: 08/21/1953 Number. SS CC 000516 Expires:08/21/20 _ -- Restricted To: 00 � k ro � �•��. '��� `kms �j, MICHAEL A DECOSTA AO BOX 47 'kkLM,"MA 02148 . ,,,�, ��;-_W:, ,•;;•; •c ~'o Tr.no:.,..•246 Keep top for mcelpt and change of address no0flcoon.;. T DEPARTMENT OFI( SAFETY, Uclmse:`SEC SYS CERT.CLEItWWCE _^' NumbY.tr CC 000516 :r } Bitthslatag:.Q8J 1/1953 J .. 8%21004 Tr.no: 249 z,� I.I tICFIAELA �ti �t ,,�� �'°� • )O BOX 47 ; " t` �: Tivall.: MLDEN, AAA 021 5' . ' - inloner 010 SAFE CAU.CENTER: (888)3447233 SPECIFICATIONS PRODUCT ACTION REQUEST o P .A.R. CODES DRAWING INDEX � � o ACTION REQUESTED: RESPONSE: DESIGN CODES � GENERAL REOU'RENENTs 1.00 SPECIFICATIONS SCHEDULES & INDEX 73 1. Work performed Shan comply with the following: PAR 199024 2/9/99 2.00 FOUNDATION PLAN - STD. COND° A. These general not,unless with rated on plan,ar produo ADD PART PLANS FOR OIL HEAT MECH.CIIA56 ADD PART.PLANS.REV15E POWER ROOM.ADO ELECTRICAL°LAMS,FRAMING ANO TNT.ELEV5. BASED ON C.A.B.G. BASIC BUILDING CODE specHicatians. 7995 EDITION SHEETS AFFUCTUR 4.E,EN6!7.10,'5 M 8.01,14.00 2.01 OPT. FINISHED BASEMENT COND. e z B. AI applicable tocol and state cores,address and regulations. REVISE STRUCTURE BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION c. 1n areas where the drawings do rot address reethoddogy, REVISE STRUCTURE PER ENGINEER'S M.5.02.S 1 the contractor shall be bound to penarm in strict compliance with 5HEET5 AFFELTED�4.00,4.01.5.00,5.10.5.02.8.00.9.01,8.02.9.00 BASED ON MASSACHUSSETS STATE BUIILDING CODE 780 CMR 6th EDITION 3.OD FOUNDATION DETAILS R"' g manufacturer's specifications and/or recomrnerdslnns REV 5E 5TAIR TO PROVIDE HEADROOM RFV15E STAIR STRUCTURE.PROVIDE SECTION.CHANGE MIN.STAIR WIDTH TO 3`3" 06-I Hti p / 5HEET5 AFFECTED:2.00,2.61,4.00,4.01,7.00,8.00,8.01 4.Do SECOND LF100R PLAN 2. The general notes oM typical derails apply lhroughaut the join uoess athamise noted a,sham. Z 3, Discrepancies lire contractor shall compare and coordinole PAR r 00052 03/23/00 5,00 ELEVATION #ll1 " all drawings;wheo in the apinan of the contractor,a discrepancy 1. PROVIDE 80TH LFI 20 8 26A 5ERIES JOIST LAYOUTS. I. CHECKED FOR TRAP PROBLEM5--NOTEO OWI,09E FOR BOTH 20 d 26A SERIES. BUILDING CODE ANALYSIS tt �, exists he shall Promptly report it to the Arenilect for proper adjustment SHEETS AFFE6TE0:500.8.00A,8.01 6.01A 5.01 ELEVATION 2 nw before proceeding with the work b.e Omissions: r the event certain faatwes of the construction 5.02 ELEVATION #3 r-� cal duly shown on the drawings,their gold clio1 shall be of USE GROUP' R-4 O sumo eh.amFeT as for similar conditions that are shown or toted. CONSTRUCTION CLA55r UNPROTECTED 6.00 REAR, LEFT SIDE AND RIGHT SIDE ELEVATIONS o 5. All work' to be performed in a prolessionol manner and ///�����'lll r-� 1 ^t in co-donde with standard practice and consistent wiih manufacturers / I-169&AREA LIMITATION' 2 STORY MAXIMUM HOT 35 FEET 7.00 BUILDING SECTIONS �'. LYt nl' and supplies recommended installation procedures. /Y�+J EMERGENCY ESCAPE, EGRESS OR RESCUE WINDOWS FROM 5LEEPINO ROOMS 7°10 ENT. & BATH ELEV. 6. Dimersions shill be read ar calculated and never scaled. SHALL HAVE A MINIMUM OF 5.7 50.FT. All dimensions are to the rough unless rated otherwise. All drawings 6.00 FIRST FLOOR FRAMING PLANS are at I'=4'-0'(1/4"=V-E")unless noted otherwise. 6ARAGEI HOUSE CEILING/WALL ASSEMBLY,1/2"GYPSUM BOARD OR 5/8"6YPSLM BOARD IF REQUIRED-WALL r CF LVZ W/20 MIN.GARAEHWSE DOOR. 6.01 SECOND FLOOR FMNG PLANS fTJNP INTERIOR STAIR PROTECTION: (I I LAYER OF 1/2"GYP5UM BOARD TO ALL SURFACES IN ACCE5513LE AREAS 8,02 CEILING FRAMING PLANTS T the wnnete pmperl shat be as follows: `-Jj N I 1 W Nin.Comp siren Ih Min,aggregate DESIGN LOWS: LIVE LOAD FLOORS 40 PSF 9.00 ROOF FRAMING PLANS LIVE LOAD ROOF 35 P5F(MIN.TOP CORP) Rem of 2e days rpsl Sid Mme l DEAD LOWD FL00R AREA I2 EST 10.00 TYPICAL WALL SECTIONS Footings 3OOD 1,2_l slab on MINT) ;2-1 + +/-,/z'> DEAD LOAD ROOF 17 PSF!iRU55E51 11.00 INTERIOR/EXTERIOR DETAILS grede 3500(QT)GAE � OELKS=40 PSF RAG wads 3000 1/2-1 4'(./-1/2') / ` (•� WIMP LOAD-19 PSF 11.01 EXTERIOR DETAILS 2. Can work shag cocform to of requirements of ACI-318-89 STAIR LOA05 w 40 P5F and ACI wt-72,specifications ror structural concrete for buildings. SNOW 11.02 INTERIOR/EXTERIOR DETAILS 3. All minlarcemenl,anchorbo'ls,pipe sleeves and other invents /// 11.03 INTERIOR EXTERIOR DETAILS shall he positively secured in placempoo before tartlets is placed. �// 46�/a /' / INTERIOR/ EXTERIOR Proide 95x boakTa compaction at 6'layers of d1 dabs ,,,� /„' ` �wlll `� i¢• 12.00 FIREPLACE DETAILS and laotings. Backbil to be of approved material. ATTIC VENTILATION' 1536 S.F./300 5.12 SF.REQUIRED CX 5. Reference foundation notes for reinforcement requirements. R196E VENT=46 LF.X_085 FREE AREA/LF=4.08 SF. 13.00 FIRST & SECOND FLOOR MECHANICAL PLANS 6. Tool edge of coniml joints and at slab to.11 joints- I SOFFIT VENT=96 L.F.X.045 FREE AREA/LF=4.32 5F, 13°01 BASEMENT MECHANICAL PLAN 7. All e"t,ri.r deb-an-grede concrete sha11 conta'n not gess than 5% TOTALS 8.40 5F. or more than 75 or ern clnmand. 14.00 FIRST & SECOND FLOOR ELECTRICAL PLANT O nvndoFaating depths ore shown oa the seauons unless otherwise MINIMUM R-VALUE5 OF OPENINI GLAZ IN6: Valr1I R Value-2.05 14.01 BASEMENT ELECTRICAL PLAN noted,footings shall bear o minimum of 12°into anginal 1 AluAlkm R Valu,=130 in sail and a Miinimum of 24'below finished grade H""R 36•-Freal Co.MD.A:Harshen Township,PA.City of Frederick,MD; ! DOOR5: Entryy R Vele.14.97 42•-Rhode b1ond;48•-Mau.). Where required,step footings to ratio of 560 ft Value r 159 M-1 2 horizontal to 1 vertical. 2. Where conditions develop requiring changes in excavations, SKYL16HT51 R Vdue=357 sem' such changes shall be made as directed by the Cedechnical Eng rear. 3. Soil investyation and report: All earth work,compaction VOLUME(.ALCULATION5- 5A5EMENT @456 LF and supervman shall be done per recommendations of soil FIRST FLOOR 10,647 CF irNestigatier report. Concrete slob and footing calculations are based SECOND FLOOR 11732 CF y a 2000 psf value. If the site test bangs indicate lesser values, OF 4,430 GF notify Architect so that necessary sWcturai modifaolions can be made. ROOF 9,831 LF rT, CAREEN TOTAL 45,095 LF Fr�4 Lumber Grade I. All joists,ratters,and heccers shay,be,unless otherwise noted,Hem-Fir P2 with the following minimum allowable stresses k�4 and modulus of elasticity: NN rT, A Extreme fiber strew: '1=850 PSI(Repat.member) B. Compshear: F-70 PSI ABBREVIATIONS C. Compression peryendicular to grain: Fc=405 PSI D. Moaulds pI elasticity: E=1,3d,sub F51 I 2 Hem-Hr may be nts noted Substituted Species Shall meet I A0. ANCHOR BOLT 64 GAUGE REF. REFER 7C REFERENCE (- 1 ar a"teed requirements holed above. A,F.F ABOVE FINISH FL5TA 6C. GALVANIZED REINF. REItJFORCING.REINFORLED SPF stud grade properties(2 x 4 or 2"6) ADJ. ADJACENTISH TFEAP 6l., GENERAL CONTRACTOR RE0I0 REQUIRED F A.FT ABOVE FINISH iREAI GEN. GENERAL RMS. R00415 FD=676"i ALUM. ALUMINUM GTP. GYPSUM RWR Fv=70 Dsi ANKH, ANCHOR 6l.. CLUE LAM R.O. RQ/6HOUSH OPENIPIG Ed=425 ani 4 ANGLE R. RISER Fc=675 ARCH. ARCHITECTURAL HOME. HARDWARE PND ROUW E = 1,Xp0,000 psi P AT HOW HAROWOOP S.G. SAWCU7 WOOD ENGINEERED FRAMED SYSTEMS B0. BOARD WT. HEW S.C. SCHEMATIC HOR¢ONTAL,HORIZONTALLY Truss diagrams show design intent only. Truss manufacturer to BLDG. BUILDING HR HOUR 5HIIF SHELF veriry all spare,dimensions,pitches,etc.and submit shop 5T BOTTOM BM BE oM. SHEET �. drawings prior to fabrication. 9LKG. BLOLKNG �R. H05EEBIB 55. STAINLE5557EEL Ri SIMILAR 5 Floor Trusses BRC. BEARIW, O. INSIOE DIAMETER STL STEEL 1. Furor trusses:pre-engineered busses. Floor truss aw BRICK iWhi !N 9ROL[NU 57RUCT. STRUCTURAL no manufacturer to supply shop dmP:ncs and erection drow:rgs.Shop drawings 55411, BA5EMENT INSUL. INSULATION SI-51" N51ON LL,E <� most be waled by o profeamfol engineer registered in the T. INTERIOR 560 aIUOAIIW 6LA55 DOOR `XN�� F governing jurisdiction. GJ. CONTROL JOINT 15. A51915CORN`-A SS IL CENTER LINE s 1de 2. Floor TNsses shall be designed to limit deflection to L/480 ! CA.U. CONCRETE MASONRY UNIT JT JOINT TE TOWEL BOR g for eve food and for a dead lead gl 40 PSF+12 PSF. Rooms consisting I COL, COLUMN 1&0 TONGUE AW GROVE p n of different lengths the deflection of the sharest span shall govern. CONIC. CONCRETE K51 KIPS PER SQUARE 1146H TGS TOP OF GRADE 5LP0 y`1 n the shortest span shall govern. I TFiV ky m COw.. CONTINUO TOP OF Fq)NDAiION WALL s _ 1-jarst CONT. CONTINUOUS Li.Wi. LWHTW'EIGHT TYP TYPICAL cm COUNTERSUNK LT. GHT REAo REVISION TRACKING 1. I-foist:Pre-engineered joists.x-jo tit manufacturer to supDFj L15K. (Al,'NTERSUNK LVR. LOUVER TR TOWEL RW engineering calculations secled by a professional engineer registered L.O. CA5E0 OPENING L.T. LAUNPRY TOB TRPL TRIPLE in the aaveming jurisdiction.Connac8ons and detats shot be as shown CANT, CANTILEVER iZ7 --mo on plans. 6T CERAMIC TILE Mf5 MA50NRY UN.O. UNLESS NOTED OTHERWISE � DATE NOT$ NO. D)y'E NOTES ���F N 2. Floor I-;gist sha:l be designed to limit deflection to L 480 CLO. CEILING MAT. MATERIAL 99024 2/9/99 9 / LM. CROWN MIXWL MAX MANIMUM VERT. VERTICAL- vin s for five load and for a dead[.ad of 40 PSF-12 PSF. Roams consisting LR. G141ft RAl MOO MEDIUM DENSftt OVEREAT v.IF. VERIFY N FIELD OOP-2 D303/PO LFI FPo'IG - of different lengths the deflection,of the stores)span shill govern. MEGH MELHANILAL W WASHER o the shortest Spon shall govern D PRYER MIN. MINIMUM W/ WITH w o` Roo(Truss, d PENNY M.O. MASONRY OPENING WO_ WOOO I. Roof Theses: Pre-En:veered trusses. Root truss manufacturer la Sa Pal.. DOUBLE MIL W.WF. WELDED WIRE FABRIC METAL ,3 9 supply DIA. OIAMETER WO w W/0 AAWDUT shop draw'ngs and erec6en droxings seald by a professiono:ergneer registered PIR. DIRECnON WNDW W'IWO'W in the rming jurisdiction.Connections and debate shall be as shown ON PCW" N.IC. NOT IN CONTRACT v i o pans. OR. POOR (NTS) NOT TO 5LALE n ON DISH WASHER O.C. ON CENTER al DMO W ORAWIW OPER. OPERATOR Oil DEOS. MTTA45POUILi r OPOPENING 0 OPT. OPTIONAL EA EPLH 0.5.B. ORIENTED SiRANP BOARD _ DRAWN BY: EJ, EXPA4510N JOINT O2. OUNCE ELEC. ELECTRICAL 1/R ONE ROP GATE 2-9-99 EQ, EQUAL ELEVAEQU�l NT IC ONE PRECAST GR055 F�N�S � REVNe. DA1E EQUIP EQUIPMENT ExP. EXPaN510N PBD. PARTICLE WARP SDUAREFODTAGES SDUAREFODTAGES EXT EXPANSION 0062 03/23/CO EE. EACH END PNL' PANEL F/R5T FL ODR /ld5 F/R57 n MR PWD. PLYWOOD 5561"AZZ 009 /111, SECONDFL OGR /ZC/ FIC FLOOR COVERING CHANGE PF' PREFOBRILATED F0. FLOOR DRAIN PAR 6A.5�MENT / T FIR, 5U TOTAL Z JCB NUMBEfl FPR FW WATION PRN. PROJECT(RROJELTED GARAGE 443 OPT F/N BSM,T 512 O 6 FLOCK P51 POUNDS PER SD.IN FP FIREPLACE P5F PO W5 PER SOFT. REG 80041 535 i FR. FIRE RATED PT. PRC55URE TREATED TOTAL ,3684 5TJ/Or /9Z A1205T8 FRM FRAYS QUAD. QUADRUPLE BATH 44, FT, F00T!FEET GARAGE 44-1 SHEET NLMBER FT6 FOOTING TOTAL �Corporatiar .00 SP-CABOCWG rev 05/05/9 9/30194 ABBREV © COPYRIGHT 1999 PDr a 5TART PONT 191-61/2" 38'-01/2" ,,E, O 191-6 I/2" 18'-6° 9`11 I/2° � O 4'E 1/2" 24'-1" 15'-11 1/2" 5'-3" p 71-6 1/21, 12'-0" -- 210.1- E,Ox iOlt � Ute] LINE OF DECK ?4 1 NOTE PROVIDE 3/0 WINDOW HT'Tt uxb P05i T 15.61 FOR ADDITI B OPi.RAYL I6HT C01JD. �1 - I 1 INFOROIA R r� z FLORID 6/0 5G0 O 0PT_A TR IUM 3/4"X- LVL _ r �` 3J 2 p lt 2892 O 010 19 OR(51 1 3/4 X II 7/ 'CVO 2852 OH 6/8.00 FOR LVN_BOLT P TTER - - — -- - - ' io.o0 15E 3.00 q Q < — — — —- — — ' {21zx10 � 115 _ ---- 2J*IS EE U,rh 3a 01.RD L .01 O I .IZ)2XID'.' ——— —_— `y —_34 12 .2 N .. RETURN 101-p A3 iN5VLAT10N rl3 - - � -- 3�' 3r i +r<S€€- PERIMETER SL .. b FT E 7 00 ON EACH EIDE. - 5LOPE TOP OF CONC.WALL '-- ` SLOPE TOP OF CONE.WALL Y P WLAK-OUT 60NDIT'ON .IyAK-pUT CONDITION PART . FOUND . PLAN @ WALK - OUT 5CALE:1/4"=I'-0" 41"1" START POINT 9`61/2" 38'-0 1/2" 40'- 44'-1" 481.0'1 191-6 112, 18'-6" 91-11 1/21, 7'-6 12'L 12'4" 5'4" g14, 2'-0" NOTE l REF 5HT.15.01 FOR ADDITIONAL {6 OF 13LKHEAP INFORMATION FOR OPT.REAR + FLORIDA ROOM F�4 1 ,.INE OF OPT.CE CK / cri J OPT.PRE6A5T BULKHEAD I� 6 P057 W/— W/40'M.O.IN FOUNDATION WALL 6"0 X 48" I FTG. — — — — — — — — — — — - 1 G II II F� = OF A-- - - - - - Ia" v00 BPAN3°DIA ADJ.STL COL.ON s57 7',10" 30"X 30"X 17"GONG. K 7j9+ FON WALL HT Fib IREF DET K-3001 _ W/1312%17 BEAM eo.o YL 05MT.WND. 5ET FLUSH mO a o� I W/TOP OF o7 I'D FDN.WALL - (OMIT ALL 3"DIA.ADJ.STL.COL.ON F D: 9 W01 d-0 7'-I 7/8" 51.40 30"K 30"X 12"CONIC. "I' ai 00 s_ FTG.IREF.DET.K3.Q0) II7 I'DI � I R H (3)2X12 j.00 9-°x _ - APPLY 1/2"PFII J TO UNDER5IDE OF 5TAIR _ In I — — — — — — — — MECH. RAKE WALL I _ IN W IOPT. OATH FD �f OPT RAKE RAIL o _ ( — — — — — — I ROUGH IN 5T0. R.L�K IREF 201 118 UP 1 P. 35�� 'W- 6", (2)1{3j{' 2 LVL ♦:0.N.-2 SPANS 7a s 12K 7K IZI 13/4'•x 9-1/2'LVL 'y m'� MHS - CONT 7 5PAN5 m,A _ 5H0'.R II9 F I 4 P� 31/2"DIA.II 6A 5%C0 ^ ��`� Qa ON 30'x70"x12" CON(.EEG.(REF.DTL �' - - 4'-0" K i 3.00) _ GARAGE FILL CONTROL 5' " 61 -8 3/4" 5''60, I I__—_— �SD 1 oo CONCRETE At '114 FIBER ME5H i I ORAV.N BY: "' PROVIDE DRAIN TILE AROUND i0.00 ('F_RIMETER OF FOUNDATION b __ o I I F A5 REQUIRED PER APPROVED oA1E_:-9-99 GEOTECHNICAL REPORT — - REV 110.f OATS o - 02-337 09/10/02 OB NUMBER 2`3" -- 51206 -4 61206FDN P A R T . PLAN W1 SHEET NUMBER 49'°" 45`9"/) 29`3" J271° �J START POINT LL OPT . 5 1 D E L O A D -- �.{� 401 J e,Ll GL ARAGE _ FOUNDATION PAN - IN ROUND CONDITION 2.00 5CALE 1/4":I'-0' SCALE I/4"=I'-0" © COPYRIGHT 1999 Pulte Home Corporation QE a (2)1938 SET SILL P 44"A.F.F. 40 O i ALL CASED OPENIN%SHALL � W HAVE SAME LASING HTS A5 OPEN'6 W/OOOR5 E. _ ALL WALLS 5RALL BE 2 X 4 UNLESS NOTED OTHERWISE LOOK 0 K ITGHEN - OK ALL let FIR.WINDOW HORS 8 94"AFF.UA,0 In 'OP B SET ALL M5MT.WMDpW5 HORS P 82 5/6"AF 5.U NA. REFERENCE CORNICE PETALS FOR 2n1 FLR.WINDOW A 7.10 C HEADER HEIGHT5 H DBL — THIN SET ALL CERJILE OVER 5/11"UNDERLAYMENT N WALL `X• 3''1" 3 ,52°LT. D 7.10 ALL WINDOWS SHALL BE TRIMIAEO PER SPECIF.LEVEL OVEN 56T ALL TUBS ON 90'FELT E PROVIOE MINJMUM OF 4"RETURNS i ALL OPENIN05 ALL AWLED WALLS P 45 9E6REE5 U.N.O. = ENTRANCE DOORS 6 WINDOWS W/I X TRIM B BRICK R. O o OP_. 5K LOND�T IONS SHALL HAVE EXTEND JAMBS. _ wQ E, z _ ANTR RPF ALL BRICK SURROUNDS SHALL PROJECT I" Q (5)12°SHU/5 --- FINNOTE C F-' O � 31,On � O w cz, cQ a PART PLAN W / OPT . GOURMET K ITCH N SCALE I/4°=I'-0" START POINT 1916 1/2" 38'-0 1/2'' 48'-0" WWW 'Y"� 9'-91/2" 4'-II" 34" 3'-I° 5'-0° 3'-I" 314" 4'-81/2" 51,11 _ 19'6 1/2" 18'-6" 91-11 I/2" - 12'-011 5 I/2" 171-7" 5 r------------- ---T II II , 11i OPT. DECK 2X6 WALL 11 OF BAY o 1 BALLOON FRAMEp1 F r f 7 SAD 1 REF.2H/I�tx12 REF A-9.00 a a - - �� Z - 2892 OH 103 OPT.BAY W'INDO u_ .I I p- �/'`�" I`w� (2)2X10 �, _ k1 �J 2J°IS EEOPi BO%CUTW OW(2)I�D6 G SET lihREFP1100 (2) 44"A.F.F. / / 2652 OH TWIoar--AT36"PRE-FAB DIRECT VENT AI(2)13/4�LVL O REF.SHT 12.00 pNL - I PNL 3J+25 EE (2)13/4 X II 1/6 LVL A o1 -1 \ 3J+25 EE '/ W J I z 1 1.03 _ U+7 6J� �0 3 KITCHEN NOOK _ _ LIBRARY 11~ o Z )o/Z A 7.1 L FAMILY RMgilr�...>� 2PC.I I i/8°WL.HDR.ABV.W/ — I 3'-1" 36°X 52°Cr. D 7.10 - KNEEWALL 8 32 AFF. - p - - E OR OFT.RAIL h�Q� OPT.SHELVES w "' REF.EII.01 REF.H-11.01 m ,�Qh r�: FAM M• ` y z/o �I,I —13)1 3/4"X 11 7/8"LVL1s - 2 'S� BEAR)NG ALL _•' — R \ - OPT.DESK Fllc �--LINE OF — — — = P NTRY REF. FLOOR ABOVE - J D I R +1�1 /2° Z - L0�' S)12"SALVE, L ---� IN.RA E TP = n = _ _ = F CF'o - - DIPEDISTAL SINr�1��) -3° 1%8'YJ2 -BEARING WALL C`" Tg'l% - 2)2x1_GARAGE 2/8.771 2 PLN5 2/8 X 7/10 C.CONTROL FILLc0. 12"WALL �jhLA00ER ABV - x Q I n7 4'_0u 151-11/2" 31-4° 41-15" 21.1" 51-11/2" 31-0° 71-01/2 DININGb APPLY 5/8"DRYWALL AND �orc W 7{I6'SOSBONALL DINING II FOYER I� 3m �� I< z WALL_AND PROVIDE R-30 e'�r< N wSULArION 1N COMMON LIVING RM 3 3 w PART. PLAN W/ OPT, i yea - AREA OF GARAGE AND OIL HEAT GOND. �• �� wg�g� `LLS I 5E60NO FLOOR - w _ 4 1 3/4"X 18"LVL / wx 1612X4LIME OF SECOND 22 X 3� 16)?X4-✓ g N� FLOOR ABOVE ATTICI FNL PPJL NIL _ aLA z REF.ELEVS. REF.ELEV5. 3/0 DOOR REF.ELEV5. 'REF.ELEVS. �Q. C CL ~ __ 16/OXT0 OND 0 3 DRAWN BY: �I �(2)�I'il DATE'2As99 10'-8" 51'11/2" 10'-71/211 I I IIOlE4 — REV No. DATE I.REF.ELEVATION5 FOR PROJECTED 99074 7-9-99 PART.PLAN W/ 0 T. 211.0" - 271.0" FOYERS d STOOP CON0I1ION5 SIDE LOAD GARAGE 2.REFERENCE TYPICAL WALL 481'0" SECTION SHEET FOR GENERAL NOtES. .IDB NUNBER 56ALE:1/4"%I'0" 48'-0" 2T•0" v - 1206_START POINT AC1206FP1 7.00 = SHEET NUWBER Y FIRST FLOOR PLAN o 4.00 LL SCALE:1/41',I"0" © COPYRIGHT 1999 Pulte Home Corporation OF L 51-2 1/21' 15'-II1, 22'-611 281-51/2° U7 TART POINT r,FN-RAY, d' O 91-1 /2" 181-6" , ALL(A5EO OPENINGS SHALL W [v HAVE SAME CASING HT5 AS OPEN'6 W/00OR5 F_ cQ 3 1/2" 1-O" 2'-111 14'-3° 3 1/211 ALL WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERW15F C '"D ALL let FLR.WINDOW HORS P 87 5/8'AF.F.UND. V) 51-11 I/ 61-7" 5'-11 1/2" SET ALL BSMT.WINDOWS H9R5 P 82 5/8"AF.5.UND_ E y Ly REFERENCE CORNICE DETAILS FOR 2nd FLR.WINDOW 2052 DH2652 DH HEADER HE HTS THIN 5E7 ALL CER.TILE OVER 5/8'UNOERLATMENT ALL WINDOWS SHALL BE TRW1E9 PER 5PELIF.LEVEL = a' SET ALL TU55 ON 90°FELT H 0. PROVIDE MINUMUM OF 4"RETURNS P ALL OPENIN65 _ > ° ALL ANGLED WALLS P 45 OEOREE5 UN.O. _ Z 2852 DH o _ _ ENTRANCE DOORS 6 WINDOWS WJ I%TRIM P BRICK O CONDITIONS SHALL HAVE EXTEND JAMBS. �_ r, E'/� W ALL WINDOWS P BRICK COW.SIWJ.RELIEVE BRICK W O MOULD UNLESS SHOYPJ W/5/4 X TRIM. ALL BRICK SURROUNDS SHALL PROJECT I" ]I O VCK MOULD ON ALL WINDOWS P FRONT ELEV. O w - 6EDROOM 4 0 �� - DROOM 5 PRO 10,N1RYEMDUNITS(SIDING.ST000O.ORBRICK) a, o I� EXCEPT WHERE 5/4 X SURROUND ID IDENTIFIED. PROIDE BRI - N FINNOTE BEARING WALL 2/B 2/8 2)2x10 (212x1010`11 212x10 _ 10'-111/2° 2.1 PART . PLAN W / o OPT . E3EPROOM 15 SCALE:1/4"=I'-0" - 40-0 371-711 19'61/2° START POINT j O 481-0" 91-11 I/2" 16141 191-6 1/21, 91-11 I/2" 5I 2" 11'-7" 5I ° 131-51/2" 51-91/2" ri 51-21/2" 4'-9" 34" II'2" 3'-B" 6113/4" 131-43/41' ' Q ... 269 DH Z 52 DH (2)2X10w (Z)2x _ _ IJHS EE IJHS 265 DH NOTE:REAR WALL5 OF FAMILY ROOM (3)2852 DH 1--1 _ ARE 6'TALLER THAN SECOND FLOOR Y 12)2X4 (2)2%4 ~NH WALL5 TO ALLOW FOR INSTALLATION OF _ W tYw� w (2)2X10 (3)13/4 14°LVL ROOF BEAM 1-+"V IJ�15 EE 2 x 6 WALL W/OPEN 2-STORY (2)2X10 CONT 3 SPAN L - �1 2 X 4 WALL W OPT.5TH BR.ABOVE &P EE of BEDROOM 4 MASTER UPPER FAM ILY RM 6EDROOM OPEN TO BELOW 41-8 I/211 �IAT-111- I _ �All �l o IR/IS BEARING _ _ WALL 2/a _ -` � n� �• � �_ - 31 (212X10 o 12)2X4 JAKS %a> .Z' I R Na _ 5TART OF 5LOPEO CL W/ BE NG - HALL ,...,,.\ _ `tia - "¢� OPT.CATHEDRAL LLG. _ _ /4 LL aH : O J 2/0 — — — (3))2X12 /0 GATE DRYER (2)2 10 ff MC `.,.. 2/4 V ML 24 SH' 1 WASN� ER TTP. F,I,Yb 3 '^8,r`o 2/4 3'-51/2" L 9 (212 i0 2/8 BE, IN6 WALL R 7.10 BEARING WALL (Y)2X10. 2/e 1 ;��'rgm 7.10m /2'� IB xIB 2/6 �LAI�NDRE551NG 5/ ti �2/4 z/e r,. • 21-1" -9 I/4" 3- ALLES� / O2 g = ��3'-4nH .� P r �_ I PANEL JP'> � 3JGEATHPT.ovv� - d a� �a o d< 8 /LX 10 Th Tb BEDROOM 3 BATH 2 6 DROOM 2/° W.LC. PH 70 = PART. PLAN W/ OPT. - - ��_ m - OIL HEA? ' SCALE•1/4"•IW" _ 36'X 48" 5HOWER 6'-91/2" ILIDRAWN Br: - — 5T0.60"X 6011 REF.ELEVE. REF.ELEV5. F.ELEV5. REF.ELEV5. REF.ELEV5. CORDER SOAKER TUB A OR OPT.JACUZZI _ OAIE:2-9-99 6 7.00 99014 2-9-99 NOTES 7.00 I.REF.ELEVATIONS FOR FRONT WINDOW AND WALL CONDITIONS 2.REFERENCE TYPICAL WALL 403 NUMBER SECTION SHEET FOR 66MRAL NOTES. 10'-101/4" 5141 101-101/4° 51-11° 31-5" 10'-9 I/2" 27'-3 I/2° 204 1/211 0 J6 5TART POINT 10'-10 1/4" 16'-1 3/4" 271-3 I/2" 331-2 I/2° 36'-1111 481.o = C1206FP2R 4 SHEET NUMBER REVERSE 5EGONO FLOOR PLAN o 4.01a SCALE:1/4'-1'-0" © COPYRIGHT 1999 Pulte Home Corporation OF I I I I I I CONT RIDGE VENT LINE OT. O H I I I I FALSE VENT LAST'24"P EE. �J I 1 F OPI I E—, - I BO%ED OUT GABLE RAKE--,J I I L C=] O PROD CT II -- --,,, SIDING REF PRODUCT SPEC5 SIDING I ----- _ 1.00 1 REIFCKPROOOCT 5PE65. LINE OF OTLRE7 (� ' BOXED OUT RAKE CRICKET WVM%18"LVR W/ WM2B6 RAKE MOULD M -.. yl _ DQ o ovER 5/4 x 6 CAPITOLL00 _� — --I — — 00 4 BRICK JACKARCN(aC) _ - 3^slLt. Re KEY STONE(7YP) 5/4 X 4 iRIM(TYP,J W REF.OTC.U-11.00 it --- -4n SILL ITYP.) BRICK VENEER X 4 CAP W/ 3 ------ ---- �- REF.PRODUCT SPECS II - - _---- -- F7PpJ CROWN MOLD � I„ --._--------. I REF:F:11.01 ___ .J ---------- 4°BRICK II = M - _ Fn Ppt,'•850 II -_- 8''SILL ITYr AD PIECE PIq SURROUND -= -_yl _ II �3 FLAT MULLION 4 TRW W/ =� �- ------ -- �'7�I _ a - ---_ 6"RETURN II - �_ I-.I-.IJ ® r PYPON•850 ]7 4"ROWLOCK SILL II----_.- _-- --. _ -' -_-. _ f1�1-��1-JII _ ---51DIN6 © OPT.FIXTURE M II �_ - 11 I t- II- �(��---____ Itff---�--(� _ I I FYPON'1030 PILASTER REF.PRODUCT SPECS. `� II I _ �© SIDING - - _ —SIDING REF.PRODUCT SPE65. I I--I-r- ,--_ I II `I _ _ II REF.PRXU67 5PEC5. PART. EL V. Q 51DELOAD GARAGE. POOR crslNG - _ 5LALE 4 =I TP.R_ r �� J li --b"1RIM OPT 9OWN5POUi W/SPLA5{�LK --_-_- - _—.--- II 4"BILL(ITP,) AP 1712X10 RCF PR �p���-{ ODULT 5PCL5 J•15 EE (2)2X10 ELEVATION # FINISHED GRADE - /--, IJ«IS CE JI A 305 N T-- I ----_ -_--- 305 � - ,7 6`0' 305 DH -_--- _--- .-_--_- -OPT.DO LINE OF OPT.BRICK REF.PRODUCT W/5PLA5NBLK I-- - _--__- 5PEC5 XX -- 21-0 u-_--_ -------_. 6�a PART. PLAN 51DELOAD GARAGE. C� ---- -- BE ROOM 12 - ALLNOTI WIG E DR M I q ALL tVIM70W PROJEL TIONS !2)2X10 12J 2810 ARE FROM FACE OF FRAME WAI,I.. IJ«I5 EC:. IJ«75 EE 12)1X10 (2)2X I0 ALL ENTRY DIX7R JAMBS IJ«IS EE (212X I0 r_-T -� SNALI.NAVE EXTE,AMB -- _ _ __ IJ•IS EE PW JAM85 ri'/BRICK VENEER I 285" N 2852-H - 3�0 fl 3050 DH 2852 0 - 285 EE PROVi 73'-7" IB-II° 3050 D DH 2852 D _ ^ DE.MTC.FLASHIfJG ZO'-87"FRdi-IRM 9'.92" 19'.5u 305 pH 3050 D LINE OFBRICKZz ABOVE ALL,WINDOWS, 7'-I I° OPT. DOORS 8 CAPITALS. --- _- 4 8 5 b 5L6u S7AR7 POINT --?Tr-9 n FRM-1=RM ---14`13" REF 00 IL OL WAI-L 5EC,710N -- -__--- - ------ SHT.10.00 FOR ADDITIONAL 481 0RM--FRM INFORMATION ar. FOUNDATF PART. SE G ONn L O OR PLAN OT -ALL /40T —_---- - v, ---_-------- REF:FLOOR PLAN5 - AND SHT-11.01 FOR INTERIOR TRIM NFORMATION U -- DINING5.00 I I OYE 7)2X10 o II LIVING = GARAG 2J*IS EE 2J«2xISlo --- (2)2X1 (2)2%10 (2)2XIo SEE P 7J«I &< F-- ^-r - 20,15 EE off, 2862 pH 2862 0 _ � H�z ' 3060 0H 3060 0' 3/0 W/1 11 TRAN5 2862 D - �+ yo N4 o I 3060 G 2862 w 060 0 \ Oil! 60"X 42^ ¢� Oi! --- 1 DOOR I ECkST OOp LINE OF OPT _ I BRICK B I 23'-i" 2§ 57ARi POINT RT OR PLA( — o I I I PA --_ . MM--RM 2T'-0"FRM-FRM 3.9 48'0n SCALE I4 .,_G . FIRST FLOwhsQ �= 41-1'z d-e"eTODP i BRICK I I ---��_�- � 5Ip SURROUYD I REF,PRODUCT SPE I -"- - = - _ PROJECT 1" al �, _- _ _it CRICK VENEER I — GT—C REF PRODUCT SPECS. J E I I .'�i 4 ROWLOCK 51LL(TYP.J I I I - -- '-'_4�.BR ILK LEDGE W'/ -- BR ICK FRONT5lTYP)I __ I a . BRICK JACKARCH(4LI W/KEYSTONE(TYP m ) I' - �I 1 �I 1 .-_ - ❑�7 - I .REF p7L.0-II00 ) I I I I _�' DRAWN BY: BRICK MOULD aLl f7 I -_--- - - - cl - I —`—-- ----__` L b GATE:2---9� -- I —-- --—-- — — -----_ ROWI.OLK SILL ITTP.) L_--—_- — '-I I I `--LINE OF P � REV No. I Z'-3" - ----- _- _ _ RECAST 5TOOP DATI. 2-3° 4°W/OPT. ME RONT ELEVATION 1I W _ LEOPT. FULL BR IGy � 7°�PT.BR ICKAROUAO—_ 1� (,Y�IpgTI01J APPROVED71-0"FDA'-FONPORT PART. REFF STHO.10.U00 FONR GDENCRAA-TION -----_ - _—_– AE 14 =I-0 NOTE =_ SHEET DN1U2M0B6EERL01 IiI 5.00 I U COPYRIGHT 1999 Pulte Home Corpo-ati I G FLU5H 1--4 1. F q 11.00 ce - E— O _ BOXED OUiOO 8 12 FLU5N B II I q I2 __ REF.PROOUCi SPECS. 8 I I LINE OF L &UR NEY LINE OF CHIMNEY REf.A-I2A0 REIFY F �—@ OPT.WOOD BURNING FP. I.y @ OPT.WOOD BURNING F.P. I I 1.00 �t REF. 8 BOXED OUT lB YJO H uINY 6 WD H VI; L I I _ I 1-00 100 L00 L00 i j pa �+ II O I I SPrROPUCT SPEC. w O • M M I I � E— LOO 5H N61_95 ,i REF.PR09,5PEL5 - ^ I SHINGLES I I 1-1-I CV 1:4 6"TRIM REF PRODUCT 5PE65 4"TRIM - 4"TRI 'I II W I 6 8 I E-Ir ---- N LLL LLE q b"TRIM At I I till I — ', SIDING I I — ———_—_— — _ —_ REF:PRODUCT SPECS. — — — — I = OPT.WINOOW5/8AY5 OPT 8AY WND Ir r as�'_ s'�c — — — — REF.BIT 11.01 TYPE I REF7FLOOR PLANS ppRp.R II FOR LOCATIONS ANC OPT.DECK Il11 it 1111 II" s__6 _3= ____ __- _s'r s_r r cjl DOI,OCA1I%'�-OHT?N/A W/ICE OPTIONAL CONDITION5 — — — OPT.W'IN90W5/BAYS REF.4/11.02n IIII II 510E LOA9 GARA(E. REF FLOOR PLANS Ilr r r II r II REF:FLOOR PLANS FOR FOR LOCATIONS ANIO ION. LO ION OPTIONN-(ANOITIONS - ERICK MOULD -' 0-i OPT.510E SLOPE TOP OF FOUND l /•• —b// WALL @ WALK-OUi CONI). _/ • -- ——— I SLOPE TOP Of FOUND. _ �4 \ WALL DWALK-OUT GONG. G -—————————----- ------------- -------------------=����� LEFT ELEVATION RIGHT ELEVATION = �� SCALE: 4 -I-0' , SCALE!1/4"=1'-0" r—a ----------------_..-_-- —� CONT.RIDGE VENT W FAL5E VENT LA5T 24"@ EE. LPA OF CHIMNEY6 @ OPT.W000 BURNING FP. REF A-12.00 12 1E 5H'�NGLE5 REF U 8� �8 �_ PRODUCT ONS 5PECIFICATI '„ 6 Wv H VINYL - y 4"TRIM NZA <Zg 6 g�3c3 M SIDING - rcz5im . I.0 B REF.PRODIILT SPED q N 4"TRIM I I n rz;z �' SHINGLES '- yy�� REF.PR00'JL75PE66. �-" HIM 5_4 HHOu • OPT.BAY !EE EEI rn REF.5HT.11.02 TYPE 2 I I IIS® I 1 1 OPT.PECK REF.H/11.07 ORAWN BY: Wi APPROX.fl ISHED GRADE �I @ INGROUN9 CONDITION ' APPROX.FIF15HEP i�=l ____,_ b DATE 2-4-99 GRADE @ =={I_cTcc ,II INGROUµ9 CONDITION �;'_-- I n1-111 PEV No. GATE X 4 PT.SILL REF FOUNDATION I IT A 11 I II' �JI ` PLAN FOR POOR 5265pF-i- _ SOB NUMBER ANO OPTIONAL CONDITIOtJI �_� I Ij __ _ __ - �-. w FTC.W/OPT. -_ _ _ ---- D1206ELS .. WALKOUT LO F---------------- SHEET NUMBER hi REAR ELEVATION 6.00 a SCALE © COPYRIGHT 1999 Pulte Home Corporation or n 1��,� fly- �----�^'f � �U,►.� Roof f . T A \ o REFRA(ARkPLN5 12 12 �, O•-I 2 X 4 LLC.JOIST \ 12 '2 — Ix e, T1(h6 ftF.AR WALLS OF LINE OF 0.G•.J01575 8 8 WH O« In E LAlHE9RA.CEILING FAMI.T ROOM ARE. - K 6'TALLER THAN MAIN - 15 Of }''�.�(� l �X� °� �N'r4. I(0 0•�' HOUSE WALLS. - - - .__ ___ rs-'yiD SwI�iU e�J -LR055TIE5 REF.ROOF „Jnf of�nJGI)"ft-j S� / FRAMING PLAN IL'3D p�0 I W Iz Iz �� "t�p�wpl�Fi fir vo,'+ewf's _ z 7 -�- 'Zorm Min - 2xIDw � Z • � I ° MA5TER WORM L FtAH — BATH NIC I I �E. �Jahp I , I I „ �o FAMILY ROOM AM Y DO _ Y O !1 015T5-R AM AN :/ — J R INC PL (c^✓ J015T5_REF FRAMING PLAV _ �a WWW j sz 30 i I .........__'A - — -- SIJ6uu>Tlp 2 Zx-12 6-Fblc-- I I -----ii 2} I m"o,G. PROVIOE MIN.1 LAYER S -------- OF GTP.80ARO TO WALL5 ANP J C I .m CEIL'NG OR PER LOCAL COPE. �� L 9 FOYER = I I 81 GARAGIE OPT.OECX 2 KITCHEN hi"-1�1✓' �'1G �'J O I I I i 4 I���p REF.H/11.0j`u!q K I II II i;..III'ILlyl 2 R,19 I01LAilON J01515-RF-F.FRAMING PLAN --- SLOPE - - -_ _ r --- � _' _J015T5REF.FRAMING PLPN ---R-19 IN150LAIION 3 -_-_- 1fl7.BM REF.FRMG PLANS OPT. STUDY 5TAIR56EYGAD "4 1 6 REF STAIR SECTION i I I OPT.REC. ROOM 9 _ OPT. FLEX I f Lt FOR 5TU9 WALL E WALKOJT CONDITION 1"�AU101NG SECTION A,-A t`—i3 \J3UlL01NG SECTION B-B a - acv a� 5T 9 3'°4'r 31.4" Id ¢�5i g -114 �Cp e y eTa9"�1-B�, 3-a �3=WMg 6 ��;ll 2 I T E Qu_9'� 3L4n R - !n 8T E "=5'-0"g 9 DRAWN BY: T2 o 17 ' BATE:2A-99 S 13 i a 99024 1-9-99 r1STAIR 5ECTION OB NUMB R b El 206SEC i SHEETSNUMBERpBBE 1 •V i © COPYRIGHT 1999 Pulte Home Corporation OE 3!4' 7I LV NOtE LPI J❑IST HOLE CHART U o -i _ J• EE REAR WALLS OF FAMILY ROOM a a a a O ARE 6"TALLER THAN SECOND FLOOR a .r O O AL 5 AWLLTLEO �FR IN5TALLATION OF II y ^ WINDOW R0. Id' ROOF BEAM .F. (2)2T 10 HER / Iib"OSB Rm1 BOARV \��r _ I )_JI' — .� ;� -_—J<I5 EE e.00 ALL SIDE5 --_ , _ _ P}«ISEEDR5 -- �1 BE REFS OUND ION AN G - m IIDR (2)2X6 (ZI2 X6 ¢ '.17/8 'JO' .L y E NN P P E 7HEI ___ _ S3)2 X 6 5TUD5 W/ ^ x^ - W 1)2 X 1 JACK CONT. a o- a in FI T FLOOR FRAMING PLAN W / OPT . WALKOUT @OUT51DEW1NDOW � w A55EMOLY-EACH 5IDE .. SCALE=I/4":I'-0" - o in m b j in 2- - F ' 1)2X651005& - _ 1112 X 6 JA6K CONT. Z, 716 I/2" IZ'-0'_ @ EACH 5IDE(FTP) _ Q n 6Lyn HOR I NOTE a __: :: j, _-' 6 BOi B z" L P: - B0 - " 2 2 6 W/ DO NOT UPPORT r __;y____v-_'s:n c- START LAYWT TYPI6�AL°P(2 WOOD D K FROM �1 .OM NERC FP . 12% 6-2- PLATE N I"i E$� I k�V AtJY GAN RILEVERED - Z + II :FIREPL0.CE 1 FlOCR55TE/A I n�k I1Z � DOUBL RIM WARD W/Cf.EXIT PART P L N W/ 0 P\NTC NAIL AND GLUE EALH PLYnW Ifid COMMON NAILS1 ( o.L iBAY WI O W E D I RIM 1` a 6"O.C.STAGGERED - ONE PLY TO ANOTHER ITYP.I SLALE:I/4":I'� ' _ 'a s° - - ^)i J 1/0"OEB REM 50ARD77=- IN II B"" 015 E .2 0 _ �I J L. L 510E5 0 e p 1 R R — h tl I. I. I. . I , ,1 �� 1 W o Q e.00 ---��.___ __ FIRM. C� FAMILY RM. WINDOW 01 2X6 A2Xa E 1-RE FWC. LAN ID Boe z _ $WO �a 1 - - I I II 7/B" J015 @ IA O.L. R s GLUE d NAIL W/16C.NAIL@6"O.Lt22A4 .PL BEAM REF1719'"I"JO T P I Z"0G11 PART P BAY WINDOW B DINING RM(ZI7 10 BELOW _ SCALE:1/4"=I'-0" — - ad woo w� �q PLT ELK. BASE IL .:,I - 51m. R 0 — — — — 0 1 OIL Q z BE -RE LAN N —09 1118°050 RIM BOARD I rrff,, 1 FLL SIDES 9I/2°_ p' � �/ 2' I/4" 1610 /4° 2 __ 30 , 11�L MATERIAL LIST �'�� 0 3'-7 4" B.00 - ' VCr WINDOW .0." IZ-EP' rf,i - _ HB""I" °IST 10.2" .L. _ _ o PART . FRA NG PLAN @ ELEV . 2 _ _ SCALE,1/4"=1'-0" r 11 x PART PLA W/ OPT. -RG=S �I I/B"050 RIM BOARDBAY WIND B DININGR a _ ALL SIDES _ 20'8 I/2" 27'-3 I/2" TYPICAL a @ E.END5, o' 1611 1611 16° M 16'1 16'1 ITYP.I +ao� 50LT5. BOL15. - BOLTS. 50LT5. 30LT5. BOLTS !:3 _ 2"°.TBR°°HF IRST FLOOR FRAM ING PLAN a3Nf �� yb SCALE I/4"=I'-0" d3 AMNG PLANSAi = II-7/6" LPI 5ERIE5 20 QR 26 0 19.2 O.G. U.N.O. BEAN6 . NOTE: ELEVATION 11 & F3 SHOWN ABOVE n 5-PLY LVL BEAM EOLT PATTERN BRAW BY `v� scALe NONE 6' I-I/Q'GSB RIM J31ST-FASTEN TO EACH 1-I/B'OSB RIM JOIST ONLY' I-1—CSB RIM JOIST r ONE 1-I/8'GSB REINFORCING EACH SITE-FASTEN TO JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2x4 SQUASH BLOCK CUT 1/16'TALLER THAN THE FASTENING SCHEDULE I TO<PLY FLUSH LVL REAM DATE: ]-9.99 FLOOR JOIST USI G 1-I0d NA.IL PER FLANGE \ OV END WALL-IF TOTAL SQUASH BLOCK 2 A'—-IF EACH FLANGE W/10d NAILS B 6'o/c STAGGERED WITH a-ROWS Ba AT 6'o/c INTO FILLER BLOCK. WITH 2-RDWS BIN AT 6'o/c INTU FILLER BLOCK DEPTH OF THE I-JUIST. USE UNDER FIRST FLOUR 2 OR 3 PLY REAM,16d-S ROWS F 12'o/c EACH DETAIL 8 FOR FASTENING SCHEDELEI RE`/No. DATE {{{ LOAD IS LESS THAN 650 ELF TOTAL LOAD 1S ORE THAN INTERIOR BEARING WALLS SIDE STAGGERE➢ / \ 50 OFF 1-I/9.OSB BLKG.PHLS. 3/4'OR R B'DSE NOTE:USE IF FILLERS B'./CR NOTE,USE WEB STIFFENER BARS 02-331109/10/02 _ 3/4'UR 7l8' L —� BETWEEN EA,CANT.I-JOIST SUBF-OOR STIFFENERS IF REQUIRED BY 4 PLY BEAM ONLY:I/2'BOLTS v FEN➢EP.WA SFIERS IF REQUIRED BY THE HANGER S.SURFl11OR 3/4'OR 7/8.OSB 3/4.OR 7/8'OSB THE HANGER MANUFACTURER 3/4'OR 7/8'OSH BOTH SIDES-2 ROWS @ 24.0/[ MANUFACTURER SUBFLOEI.R-T SOBELOOR— I 111 SUBFLOOR—I STAGGERED CI VI JOB NUMBER 6 5 16' _ MAX, IMAX. MAX. I.VL 4ILI G1206LPII BEAM a 4'MAX. SHEET NUMBER NOTE:USE WEB CANT, USE CONTINUOUS ` STIFFENERS IF RIM JOIST DEPTH SAME NOTED ON LAYOUT AS FLOOR IS, RE PTH 24 NIH. USE LER BEN. FOR ITH9/B"SERIES 26.4 FILLER 6 BLOCK30 WHEREL HANGERS NOTE:USE I.L.SQUASH HLUCKS NOTE:USE SDUASH BLOCKS IF BRO.WALL ABOVE O o No TO USE JOIST 16'C DR LEBS NOTE US FDR JOIST 15- EEP OR LESS FOR CIRT 16- EEP R LESS AT ALL ONLY IF USE WEB IF NOTED N LAYOUT 1. RIM J❑ISTEEP13AND 2. RIME JOIST DEND�A/ALL 3, NOTE,USE _EIS-T UEN3DWALL 4, REINFORCED CANT 5, DOUBLE IRG J"ILLS ❑ISTAHs 6, DBL. cI—J❑IS ARE 2 BAY SQJASHNGBLOCKS 8D ON LAYOUT jE DR❑PSTIFFENER LVL DBEAM' TOP MH I-O,ST HANGER SHOWN -1 — J 1 9 FLUSH LVL BEAI1 —J � n COPYR;GHT 1999 Pule Homc C oration of LPI JOIST HOLE CHART c' = a a \°_ _ = a a a7H z z z O= _ ABEAM SEE PL _ aaa�= aaao= Q CV B"I-OISi e 19 QL. _ AN FOR SIZE _ _ 7 3/4"%IB"LVL BOLTED TOGETHER _ _ _ _ _ _ 15 W H END 1;("(TYP.) _ a m r ,may 1/4"STEEL PL = _ _ _ _ _ _ _ _ _ 0 x 1/2"0 THROUGH BOLTS. 1212%10 (2)3/8"®.x 5"LONG LAG SCREWS. -_ 2;2x10 w o _ a 1212x1�ll IN FLR G DONT.TWO TOP BEARIN6 PLATES u ° _ _ 9SEE PLAN FOR SIZE B SPECIES. '4 W/121 SE2x4 P051,GLUE AND NAIL PLIES WITH 16d NAILS P 8"G.L.. 'o _ __- - _ - _ _- _ �L{ W SEE PLAN FOR SIZE - - BEAR INC DETAIL = PART . FRAM IN6 P @ ELEV . 2 e.o 3i4" _ - _- - _ SCALE:1/4':1'.011 _ _ �N NOTE m I PROVIDE SOLID BLOCKING t)NDER ALL II JACK5 AND PROVIDE CONT1 CUS BEARING P{QH,70,EI(SEytE'L 9EA'�5"�7R F U DA 1 1 WAI LCIS. 1 1 I I 111 Z x 10 HDRs l2)z x 10 H7RS 1 (21 2 X 10 HORS o y — 2-x 10 HD — ii 2)zx1DHOR5 -xlOHD 8� V _ 1 2J+15 EE 2+25 EE 2J+15 EE (212x10 W/244 MULLIONS STO. I 2J+IS EE 2+25 EE ZJ+IS EE 121 2X10 W/1X4 MULLIONS STD. - L L L L L 1-L 1. r OR 121 13/4°KI 7/B"LVL 1 OR(2)1 3!"XI1 7/8'LVL : �~ 'f\+ _ 3J'25 EE a WINDOW a " Z 11 I _ 4J+35 EE P BAY y. 1 h 3J+25 E e WINDOW t o - (ZI2 x IO W/ BIG\�` /UPSET INTO FLOOR W/OPT. III ti UPSEiE TO FLOOR W/OP7. (212 X 4 MULLION (21 3/4"X 9 1/2°LVL T o a E I'-5 I/2" 15'711 Il-5 I/2" BAY WINDOW WIO 19 aft 3 3 "XII 7!8" L 3J+25 EE _ , -- 14 REF. 18.00 �R L L BOL PA TT RN BAY DOW 108 1 107 _ 1 7/8'T., .2"0. . 11 1811 1-1015T a 19. 106 7/8 LP12 o- wv15 12)1-3/4"x 11 7/8"LVL DROP BELOW FLOOR 5Y5TEM - w 1 w 11 7/ I-J TS N 19.2" L. s si z`�-" o - I - Z 3'-63/4" 2'4" 4'-8 /4" - .87 II (3)1314"X 11 7/6"LVL'S FLUSH BR6 WALL BRC WALL w ^V RIM MARV e STAIR OPG, RIM BOARD P STAIR OP6 -a¢'�' - BRG WALL - (2)2X4 1 •a - (212X4 ' I 12X10 HORS �- - ole — m T�03° L �, 0 L' J t 1 * 111 LESS THAN FIN-FIN DIM I — I'LE55 THAN'IN FN DIM --- REFLHART OF FP.FACING FOR FIN15H DIMEN51ON 3 lie" VAR 155 I' " 3 1/Z' _ 2 X 6 PA Ui --- 2 X 4 FLAT LL� 3 I)2 3 1 2� - 2 X 4 PPD CUT— FRlJAINo REF.NOTES—�I BELOW x E ENO GTP. .I"BEL EXTEND GTP. B TOM OF: OUT F BOTTOM OF PAD OU7 FRMG. �s BO REf.CHART OF FP.FAL INC,FOR FINISH ONEN5104 - VARI '1/2" w FRAMING ELEV TION a FRAMING ELEVATION = 1 REF.NOTES — __ = 3 1/2 PAU OUT ABovE MANTEL 11/2 BELOW — I�-2 X 3 PA, U7_ F rCl 3 1/2"PAP OUT ABOVE MAME_ _ 6 PREFAB FIREPI,ALE tV/CERAMIC OR FREFA5 FIREPLACE 4:/BRICK S,URROU\D 8{EARTH MARBLE 5ORROUW B HEARTH =-61rr 3 114"61/2" 1'�IREPLAGE PAD-OUT DETAILS TION°A° BA's ELEYATION'C'2—UAL--Z REF.CHART OF FP FACING FOR FINISH DIMENSION / 1'0" VARIES V-0" 3 I/2" , LINE OF WALL _ 3 1/2'� / f- TRINNI TO MATCH TRIM PALKAFiE NECK MOULD(LWP462)- 2-1x6 MANFElt"O' rl 111 PANEL MOLDIW ON 506155 "' / 3 I/4 CROWN MOULD R.O.PER MANUf. 61/2" 5/4x6 IR-M BOARO TO 2 X 3 PADOOT, MATCH OF OPEI."NG WIDTH - FIREPLACE. / _ _ MANTEL MOLOIN6 / ---__---__-______ LINE OF MANTEL- 1 FACING REF.OT4t—� PE OF GYP.00,PAD OUT ABOVE MANTEL= 8"OR --------- 12"BRICK,MARBLE OR TILE - 1 EXPOSURE ON 510154 = �- TOP OF FP.OPENING. / n PRE-BUILT MANTEL— VARIEE5 TILE HEARTH-- BT FP.MAWFACTUR5R = EXPOSED FLAT BLACK METAL FACE OF F.P. ELEVATION°B" 3'-13'WALL MARBLE HEARTH — -- NoTE: — MATERIAL OSIAGE ON ALL 5'-0"B 36"F.P. _ — ELEVATION5 15 THE SANE. 6"9 42'f p ----- 5T0 ND.510E WALL GOCORNER ONO. NOT-5 cw�rofFF'•EALING 1,(OrA usT113LEMATERIALSSHALL TrP—W AC N6 3 Azo Pr�1FIREPLAGE Wl MARBLE OR CERAMIC TILE FACING NOT 815 WITHIN66°OF A FIREPLACE OPENING. - Z.UO ALE X.X=I'-dl ALE COM110U5T15LE5 WITHIN 17`OF THE FIREPLACE OPENING MARBLE/LER 7I 5'1" 6'-1" - SHALL NOT PROJECT MORE THAN 1/8°FOR EACH I" 215TANLE FROM SUCH OPENING. 2.DIRECT VENT FIREPLACE TO BE INSTALLED PEP. MAWFACTURE'5 INSTRUCTIONS. Frp.:03 Fp-t of 2/9/99 ao�� al EPLAGE W/ MARBLE FACING ALEX/ =I 0 � -55 L4LN FIN-FIN DIM t GENERAL NOTE5 I.1011101151 11L MAIERIAL5 51ALL N01 Be WITHIN 6"OF A FIREPLACE OPE.NIN6. —CAP COM3U5TIBLE5 WITHIN 12'OF THE FIREPLACE OPENING ! _ 4 FLAT PAD OUT 54ALL NOT PROJECT MORE THAN /6'FOR EACH I" I 1 DISTANCE FROM 511H OPENING. -- -:X 3 OVER 2 X 3 DIRECT 4ENT FIREPLACE TO BE IN5TAL.EO PER MANUFACTURE5 INSIRUCTIONS. A5 REQ'V .0 GYP.69.1 BELOW - 1M OF PAD OUT FRM6. -�$s — _ I X 3 OVER 2 X 5 ROOF PRAMINO' ON I X PM Y195 ELEVATM - __ 0 CORKER TRIM e 2 X 4 WALL FRAMING 'AP OUT ABOVE MANTFL FLUE - --SIOINS TO MATCH HOUSE FIRESTOPPING c 450 450 54IN6LE5 REF. - TOP PLATE PROOUCT 5PEC5 - MANTEL i REF FIREPLACE NOTE TR M DTL5 - ALL TRIM TO BE _ 5AME A5 HOUSE TRIM 6OLOR PREFAB MODEL METAL FIREPLACE HEARTH PER FP DETAILS 1I.ATION EAR'l 5'-0"B R'FIREPLACE —� 1-JO15T 6'-0'P 47"FIREPLACE FIR5T F-00R .— e 13'FLUE T.LE I I 5'-0' 1'M:YL 50`FIT "12�00 I _ I B OPT.F.P. 1 j PER PLAN i --- - ELEVATION SECTION J WOOD [BURNINQ PRF_-FA@ FIREPLACE DETAILS REF.PLAN FOR OPEP!ING SIZE 56N,E XA"=1-e,1-B - I ti ��—MARBLE 5URROIIAP7 I ________--_-_._____--_--_ �—BRICK SURROUND U MARBLEIEARTu — °CGRBELS o 5'-6"P 42"F.P. 07E 7NfZY FIREPLACE L BRICK VENEER TO BE -X,1c !N NN NG GOND COMPOSITIGN SHINGLES __ _OVER 7/16"ROOF 5HT6. - OVER 2X6 RAFTERS 'TY - P. — - 6"FA,5(4A ON I X PAD FLUE 51ZE PER OD o i -LINE OF CHhMNEY B TOP VENTEO FIREBOX ! x 1 w I AIR INTAKE _ �Q 3 ROW5 OF -- REBAR EO.5PA - FRONT TO W _ g - 511E TO 51P° -- _ w FIREPLACE VENT CAP W/REAR VENTED F'REBOX - V;t,YL 5IPIN6 OVER — a 5HEATH'N6 -ON 2 X 4 ST095 W/ -- BATT IN5ULATION ---- -- GRADE LINE - 5ECT ON DETAIL -DEPTH OF FOOTING PER FOUNDATION TO BE MIN.OF 12"DEEP AND 611 EXTENDED FROM FACE OF BRICK. ECTION E DIRECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE KALE- 3;4"= 11-011 5CALE;xlx=1a © COPYRIGHT 1995 Pulte Home Cor.ara ti: O I°LE55 THAN FIN-FIN DIM _ —I' __ I°LE55 THAN FIN.FN DIM — LE55 iNA.N FIN-FIN 01� — -------- GENERAL NOTES L WYOUSTIBLE MATERIAL55HALL y-F-� w 0 REFCHART OF FF.FACING FOR FIN15H DINEN51ON / N01 BE WITHIN 6"OF A FIREPLACE OPENING. --LAP / W 3 1/2'' 2 X 4 FLAT LOMBUS71BLE5 WITHIN 12.°OF THE FIREPLACE OPEN M6 2 X 4 P bUT °� L2 X 4 PAD OUT— FRAMING 11 FLAT PAD OUT SHALL NOT PROJECT MORE THAN (6`FOR EACH I" Tom- 3 DiSTANLE FROM SJLH OPENING. - X 3 OVER 2 X 8 ,--5 2.DIRECT VENT FIREPLACE TO BE INSTALLED PER REF.NOTE5 �I _ o MANUFACTURE'S INSTRUCTION5. a Z BELOW �I - i —E END GTP. .1"BEL EXTENU GTP.W.1'BELOW' _ " -- FLASHMIG A5 REO'D tOhl OF UT 1 -EXTEND GTP BD. BELOW BOTTOM OF PAD OUT FRMG. �s BOTTOM.OF PAD OUT FRMG. _ �'` Y _ I X 3 OVER 2 X B ROOF FRAMING REF.CHART OF FP.FACING FCR FIN'SN DIME:J510.v > —————— — ———— -- — =_—- ON X PAD - ^t--4 I-" VARI 3 /. _ w FRPMI ELEV TION FRAMING ELEVATION = FRAMING ELEVATION - 4"CORHER TRIN: lF 'z I 3 1/2 PAD OUT ABOVE MANTEL II z x 4 WALL FRa d G O REF.NOTES - ! — _ w 1 L(2 Pao our ABovE MANTEL � E-4 F BELOW m _J— z x 3 PM ur - — _— 5IDING TO MATCH HOUSE FLUE 1-� O —FIRE5TOPPING F p-013 1/2"PAD OUT ABOVE MANTEL _ O r PREFAB FIREPLACE Y.'/BRICK SURROUND 8 HEARTH I— PREFAB FIREPLACE W/CERAMIC OR �-4 Cxt x MARBLE SURROUND&HEARTH 45° 45° 5HINGLES REF. —TOP PLATE -� 4 1/2" - _ 4 I/Z" PRODUCT$P=EGS - 8 U4" I/4" MANTEL y = 6u2° /�r1FIREPLAGE PAD OUT DETAILS TRfff RIM VTL5 ALE S =LL Z�JscAE x/x",I'-o" RIMGns NOTE y" ALL TRIM 10 BE SAME A5 HOU5E TRIM COLOR ELEVATION'A' BASEMENT ALV.A,1,pB-2:2 STORY PREFAB MODEL - METAL PIREPLACE EARRTH TR PER FP DETAILS' - / 5'-0"P 36'FIREPLACE — t� REF.CHART OF FP FACING^FOR FN15H OIfAEN5I0N 6'-0°P 92"FIREPLACE I J015T CID FIR5T F/ / _OOR LINE OF WALL -_ --- � � I1,15U,ATION TRIM TO MATCH TRIM PACKAG`_ I 13"FLUE 1:LE 5'-0" I VINYL SOFFIT r B OPT,F.P. / I PER FLM1!J I1-� NECK MOULD lLWP4621- m -�\\\ ELEVATION 5ECTION 2-Ix6 MANI(INB0 (//�� / I1 I L. _____- . I'PANEL flOLDING ON EDGc5 _ w_ I--, :LWP46?) / Y LIIP5!()ROWN MOULD —4 1/2'll/e - - R.O.PER MANUF. WOOD BURNING PREFAB FIREPLACE DETAIL5 5/4x6 IR M BOARD TO 6 112 / REF.PLAN FOR OPEN INC 5¢E MATCH OPEN NG WIDTH 2 X 3 PADOJ7/ -— b+� ____._____._-.___---_-____._—___ MANTEL MOLDIIJG LINE OF MANIEI I tom, FACING REF.VT( 1,E OF GYP.BD.PAD OUT ABOVE MANTEL -- _____-__________-___/--_-______________ ___ .I I �r MARBLE SURROUNG 8"OR 12"BRICK,MARBLE OR TILE _ --- EXP05UIIEON5VE5& I TUP OF FP.OPENING- m PRE-BUILTMANTEL L---- ----- -------------- _ VARIES - __ ________________ .-. TILE HEARTH---- BY FP MANUFACTURER m BRICK SURROUND EXPOSED FL41 BLACK METAL FACE OF F.P. m /� v + NOTE: ELEVATIOti'B" 8'-13' MARBLE HEARTH WALL — _ MARBLE IEARTH MATERIAL 1 5.6 THE ON ALL _ __ 5'-0°¢36"F.P. �— - r— -- °CORBELS ELEVATIONS IS Tlf KI5AMff.LL 5-'P 4? FP -!, F.P_ _� STD 510E WALL GOND. CORNER GOiyD. 5'.6"@,2"FP. _ E ;e__ GENERAL NOTE5 OMT OF FP.FACI oTE: .COMBUST IBLE MAIER'AL5 SHALL TYPE OF FAL:NG 3e 4z - (1FIREPLACE W/ MARBLE OR CERAMIC TILE FACING ll.�QIl A- NRY FIREPLACE L BRICK VENEER TO BE _ NOT BE WITHIN 6"OF A FIREPLACE OPENING, Z0.icALE X7%".Ir0 till(NIO� E XT'-Ilpe IN NN NG BOND _ LOMBU5TIBLE5 WITHIN 17'OF THE FIREPLACE OPENING MARBLE/LER TIL-S'I" 6'1" \�' SHALL NOT PROJECT MORE 144PJ I/8"FOR EACH I° G1Rr6T V FROM SlJC110PENING. BRICK 6'-I' 2.DIRECT VENT FIREPLACE TO BE INSTALLf:U PER 5 INsrRucnoNs.Is COMPO5i T ION 5HIN6LE5 Frpel 03 Fp-te01 219/99 OVER 7/16"ROOF 51416. OVER 2X6 RAFTERS TYP. g1 _ a 6111 FAyG1A UN I X PAD — —FLUE 51ZE PER OD gg s ti LINE OF C141MNEY ^FIREPLACE ELEVATIONS — e TOP veNrED FIREBox gj-V�� `� �4gas3�2 INTAKE - a3 oizui�' �Pv ----- -- a F �Q��. 4 — FIREPLACE GENT EAP _ �e�\ W/REAR VENTED FIREBOX — — o o DRAWN BY. 0 VINYL 51DIN6 OVER -- DATE 01-0-99 oti 2 X 4NSTU�5 WI ---- -- - RE BATT IN5ULATION GRADE LINE -- oa NuuH[R NE DTL 5 al 5E6TION DETAIL -DEPTH OF FOOTING PER FOUNDATION - NlsiolzoU TO BE 6111 OF 12"DEEP = AND 6"EXTENDED FROM FACE OF BRICK. BEET NUMBER EPLACE W/ MARBLE FACING o 5112EI2 FIREPLACE X x.I' — 5ECTION E DIRECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE a 12.00 ALF X/x=I6 SCALE 3!4li_11=SII — — sca.e:xx:I-n — — z © COPYRIGHT 1995 Palle Home Cor oration of :\share\singles\1999PLANS\BOSTON-PLANS\99 Canoriage\6120�PI4au9 HeC.Nar ,,7 11:25:19 1.999 COPYPig6t 1998-ToIte Home Coro a ration 13'-2 1/4° 13'-9 3/4° )2)?X10 (2)2X10 r 06 EE 2J,25 EE o I z 2X0 L0. 157 — 5 -- -- — I — (� 1 2X10 i0 EX7E%b VER I PAO ROUGH OPENING IN VVEL10.5 O d1 W m N Nom- II O — I�( ._ch �_— N II N `— Z. X1a IJHSEE 11`9 3/4" 6''9° A II'-51/4° A- oD oa1 0 A-c.a Apz� $rnzc rn 2x6 L0 ST i C*� �4 'II to � I � i I Z I a Im cib —pram AO Z rn ' � N� v CrnT �m AD 1 T 310' 0 I' 2' 3' 4' 5' 0 I' 7' 3' 4' 5' 0 I' 2' 3' 0 I' q' SGPLEI/4" I'0" SLAIf3/6°'1'•0" SCALE. I/?-I'•0" �� SCALE:3/4"=I'•0° 5I I":I'-0" I I/2°•I1'0" 77 � AacNi>Ecr: DAMD W.aRFFIM TITLE o ICERTIFY THAI AlADULYUI �ENENIS�P�A�96B W1�HEFOLBY VE,AAD"A, _ ATE PULTE MID—ATLANTIC a I T 19107 UCFRSED LICENSED MCMI ECi gN9ER HE tANS OF THE OLDM C CAMBRIDGE — 19 9 9 �°�rguuaer A���IIH�S: r 1 DELAWARE 6189 RHODE ISLAND 2354 -------- - ,'� MARYLAND 7745-R NASSACHUSSETTS 9857 ® NEW JERSEY Al-13967 l4RGINIA 3718 NEW �T �Tp LPI FRAMING�T 2100 RESTOiV PARKWAY, SUITE 450 PS.QJNSYLVANIAORA-0151668N.CAROL NA 8362 N�Il E1V GLA1V ll — Lr A d'RAM11V G RESTON, VIRGINIA 22091 Q = Er— LIXJT.I/2"0 THROUGH BOLTS. —�, I RAFTER 2-1/2'0%6"LONG LAG SCREWS. _ 5I9P50N L50 LL IP CONT.TWO TOP BEARING PLATES / ANGLE(TYP) SEE PLAN FOR 51ZE&5PELIE5.—� / / ONE PER RAFTER b z z (3)2x6'5 POST,GLUE ANO SEALING JOIST w NAIL''91TH 166 NAILS @ E'OL, I W r 5EE PLAN FOR 51ZE. ✓ oW a ROOF BEARING DETAIL e RAFTER CONNECTION DETAIL 9.00 3/4"=I'0 9.00 3/4'=1'0° WW Ifi' i0i_6n 9'-IIZ 12)2X10 --------- (212x IO 511RT OF FRAllIN'u� IJ,IS EE IJNS EE - = 9.ao I (2)2 x 10 CONT. a _ 12)Z x 10 W/(2)2X4 MUL 8�J`IS EE LEILp.G FRAMING?AN I E 5 EE Poo BEAM 511 x Ic 5 3 1'O.L. ZXIO RAFT RS f 16"0 W. — I I I I I I I I I I I I I I I I I J B 6C LARIES 32 L x 9 q.l 71 0. — q—N000 I I I2 IDC OAR o _ — 12)2 IO 0 I 2XI IS I 2 2x1B (z)z ID o I I 1 Q 1 ISE IU-1 EE IJ°I EE IJ°I 15 r, t RIDGE RAFTER 1 I l a I I I 6ONNELTICN - m __ 2 x 601, O.L. 5IMP5CN RR - - 1 OR E0.(TYP) p 1 I I I 1 I x1 -PL` D"LL WNI.VIi 7J-I If 2x10 (z zxwIII 12:m0 moll,@ 16 0.6. 1 10 R T" 9 If 06' 16x6 PT.POST(TYP) z OH 2 X 6 RAKE LADDER Nm� _ ROOF FRAM INC - ELEV. 3 y $ Y° 1/4°-1'-0" e �E�Szm !2:W I (,zxl 12)z 1D Iz)2 10 ( 2Iz)z 10 x1 �� � _ � IJ°15 EE IJ°IS EE IJ�IS EE IJtIS EE 1 �IJ°IS — O w �j 103 l03 �C3 03 6 103 = mss sYJgi ¢;V 1000, 1000 1.10 1000, I �s 2 x 6 RAKE LADDER P 24"06. 1010 01.1 1� ROOF FRAM ING - ELEV. iNAIL m SEE SEALING FRAMING PLAN FOR BEAM SIZE HP'AWH BY. ) xi it%!!2'P Ir0 14)7X4 a EE. V .0 2J 25 EE -'� DAIS: 2693 o O v; 0 a ���� .y.=,PH I2 x OH ABP24 2$W S CC "tea 9.on 2JRS EE a� OB NUMBER m 2 MillW/ 2 PLY D FILL L 2J45 EE _ o i h al `2 X fi RAK I ADDER 4 24°O.S. AT BRICK OPTION PROVIDE DH I CH CONT.(2)2X10&6 X 4 X 5/16 H1206RF1 50.ANGLE B 1/2'0 THRU WILTS = i SHEET NUMBER ROOF FRAMING - ELEV. 2 0 9.00 © COPYRIGHT 1999 Pune Home Corp...6- OF