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Miscellaneous - 164 PALOMINO DRIVE 4/30/2018
164 PALAMINODRIVE 210/1088-0000.0 II �f A �i I � I I �3 I f I I II Location t�//ff�� �A 1A bgf4,0 �. No. -2,> Date �oRTM TOWN OF NORTH ANDOVER F 9 ` Certificate of Occupancy $ ��s'•••°•Eta Building/Frame Permit Fee $ Mus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 1 n0.3cio 17381 SCA', Building Inspector Form of Notice of Casualty Loss to Building Under MASS. GEN. LAWS, Ch. 139, Sec. 3B To: Building Commissioner or Inspector of Buildings 1600 Osgood Street j North Andover, MA 01845 RE: Insured: Richard Bernardo &Tiffany Holmes-Sears Property Address: 164 Palomino Drive Policy Number: HP3043834 Date/Cause of Loss: 5/21/2013, Water/Plumbing File or Claim Number: 28026-J Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause MASSACHUSETTS GENERAL LAWS, CHAPTER 143, SECTION 6, to be applicable. If any notice under MASSACHUSETTS GENERAL LAWS, CHAPTER 139, SECTION 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. Jim Taylor On this date, I caused copies of this Notice to be sent to the person d above at the addresses indicated above by First Class Mail Signature n -z3 ANDERSON ADJUSTMENT CO., INC. 50 Nashua Road, Suite 303 PO Box 1098 Londonderry, NH 03053 1;35',35„E '3 P 91.43' Z-_.- _ f? m , 74ft LOT 20 3/0 15729 S.F. 46.7' (c f M 0.36 Ac. 33.1' LO ��. 15.9' TOP FOUNDATION ._.a'cL ELEVATION=148.48 � f N32'32'38"E 26.8' L'100.05' A-95'32'27" L@21.47 R-60,00' A-20'30'08°i 9. R-60.00' 3.18' 19" _ � S'43' I 7.00' 6 PALOMINO DRIVE 4 No. 30049 WE HEREBY CERTIFY THAT WE HAVE EXAMINED i THE PREMISES AND THAT THE BUILDING IS LOCATED AN i5 INTENDED FOR ZONING TO SHO ZONING LAWSN, THE CRELRATIVEO ON REQUIRED RED SETBA+:K` PURPOSES ONLY. IT WCRMS AS PREPARED THE MUNICIPALITY WHEN CONSTRUCTED_ AI.SC, ACCORD FROM EXISTING PLANS AND RECORDS WITH THE STRUCTURES SHOWN LOCATED TO THE F.E,M.A./H.U.D. FLOOD INSURANCE RATE MAP.WI WI AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 THE STRUCTURE IS NOT LOCATED IN AN ESTABUSh�ED 100 YR.FLOOD HAZARD 7.ONE- �� { LINE DETERMINATION. CERTIFIED FOUNDATIO PLAN o- n AUT 20 FOREST VIEW ESTATES MARCHIONDA Bc ASOC. ,L •�' ENGINEERING AND PLA _ ENGIN PLANNING CONSULTANTS NORTH ANDOVER,D OVER MA PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOMES OF NEW ENGLAND, LLC STONE A , MA 02180 115 FLANDERS ROAD SCALE; 1"=30' DATE: 512 WESTBORO, MASSACHUSETTS 01581 T 0 'd t,996 821, T8" S31"I OOSSti'30aNO I HO21tiW Wd T T : t9 Date. ® ..... NORTI{ TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ,47SACl/u5� , J VV This certifies that .. ..�...I. ...,. ...................................:. ................................. has permission to perform ... i ....... .. - 7� wrong in the buildihgof..P,.( .. � i.'`at..,1./?..:1.....P VIA //j t!�...v�:,��. ,North Andover,Mass. .f.Z!...... .. ee....!.: r.:..... Lic.No.AMC........................................................... ELECTRICAL INSPECTOR Check # � 5289 Commonwealth of Massachusetts official use only _ Permit No. _ Department of Fire Services CC00 vo�l Occupancy and Fee Checked ) BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the M�a9sachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 6/9/2004 City or Town of: North Andover's To the Inspector of Wires: By this application the undersigned gives notice of his or hh r intention to perform the electrical work described below. Location(Street&Number) 164 Palomino Drive,/ job#20763 Owner or Tenant Pulte Home Corp Telephone No. 508-787-0002 Owner's Address 205 Hallene Road, Suite 211, Warwick, RI 02886 Is this permit in conjunction with a building permit? Yes ❑ No ❑✓ (Check Appropriate Box) Purpose of Building residential Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters _ New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: see below Completion of thefiollowing table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil.-Sus Paddle FNo.of Total p•(Paddle) Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA Tve In- o.o Emergency Lighting No.of Lighting Fixtures Swimming Pool . Elrnd. ❑ Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones of No. of Switches No.of Gas Burners No. In Detection and InDetection Devices No. of Ranges No.of Air Cond. Total No.of Alerting Devices g Tons No.of Waste Disposers Heat Pump Number Tons KW No. of Self-Contained p Totals: I. I I Detection/Alerting Devices No.of Dishwashers S ace/Area Heating KW Local ❑ Municipal ❑ Other p g Connection No.of Dryers Heating Appliances Kit Security Systems: No.of Devices or Equivalent No. of WaterKms, No.of No.of Data Wiring: Heaters Signs Ballasts I No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent s 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.: 1608 C P Licensee: Michael DeCosta Signature LIC.NO.: (If applicable, enter "exempt"in the license number line.) Bus.Tel.No.: 781-937-0555 1 Address: 18 N Maple Street,Woburn, MA 01801 Alt.Tel.No.: l� 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,1 hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ 4457 Signature Telephone No. v Date.'6. 4:) . "oRT" TOWN OF NORTH ANDOVER ° p PERMIT FOR PLUMBING ��Ss�cwUSE� This certifies that �?� r « ✓� . . . • v L" ��~ has permission to perform plumbing in the buildings of . .w � . . . .' 4` 01 an . �lPy .a1 \ 1 .ti. . . . . . . . . . . , North Andover, Mass. at . : . . . . . . . . . . . QT Fee /.Jlic. No.f!�.I S 1 10 2 il. . U L Check # S PLUMBING INS ECTOR 6GU- 8 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBIN( (Type or print) NORTH AND � `ER, S HUSETTS 5 • —G�/ L aned, Date u' g Locatio ,Name: Permit# Amount Type of Occ ' anc New Renovation E] Replacement Plans Submitted Yes No FIXTJRES Cr z CnEnw Cn oa A �ffilVIC �1g1VIIa IST FLOOR j 2M FLOOR �M FIDOR 4M HIM 5M IUM 6M FLOOR 7MHJ" 9M IIOOR ell (Print or type) o Check one: / Certificate Installing Couipany Name �2orp / i OJ C Address / ZT7Partner. .; usiness Telephone' Firm/Co. A Name of Licensed Plumber: Insurance Coverage: Indicate the t m e coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ Bond El Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above threeinsurance I Signature Owner Agent I hereby certify that all of the details and information I have submitted anin above application are true and accurate to the best of my knowledge and that all plumbing work and installations i Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusett um and Chapter 142 of the General Laws. By: igna ure ol Licenseaum er License i, Title City/Town icense um er MasterJoumeyman El(OFFICE USE ONLY i i � G 1 / Date.............. ................... '� pOR7M AL TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ��SS�cHusE� This / �'✓ .'' /GG / s certifies that ........ ��� ... .. .�,-/.1. ... �( has permission to perform��.. ...... ....�.................... .f......... ............... 88A r{'1 �4fiK wirin iythe uil 'n f ............... t.. � � I/... ..ft .:� �North Andover,Mass. Lic.No ........................................................... { ELECTRICAL INSPECTOR Check N � 5265 { Ottice Use Only IS The Commonwealth of Massachusetts ���, P rmit 'to. Department of Public Safety d accupancy S Fee Check s^ BOARD OF FIRE PREVENTION REGULATIONS 527 LIAR 1ZO0 /'94444110 (leave blank) �. APPLICATION FOR PERMIT TO PERFORM�ELEGTRIOAL WORK All work to be performed In accordance with the Maasachusetu Eiecuieal Code. S27 CMR 11:00 (PLFA,SE PRINT IN INK OR TYPE ALL INFORMATION) Date (�5 'L " Q City or Town of 0,)t-w— To the Inspector of Wires: The undersigned applies for a pem it to perform the electrical stork described below. Location (Street & Number) � c �--0_, Owner or Tenant�l I°k cs t�,. C n t -,, �J �tYI t� —135 " � '7 Owner's Address(1 W:� H 6,1 1 ey\e- ,A 8 v- p 6. 1 —W—Q1" Is this parnit in conjunction with a building permit: Yes 19 No D (Check Appropriate Box) � Purpose of Building 1 ',� pp f.L� to n T.,-N P Utility Authorization NO.6 L -5 -1 Existing Service Amps 1 Volts Overread ® Undgrd❑ No. of Meters Nev Service ., ) Amps/ Volts Overhead ❑ Undgrd1Z No. of Meters d Nm-ber of Feeders end A=pacity _ Location and Nature of Proposed Electrical Work Ne %-o a No. of Lighting outlets Total 8 B No. of Hot Tubs No. of Transformers KVa l_J No. of Lighting Fixtures Swimming Pool Above In-In- ❑ grnd. grnd.! Generators hV:1 No. of Receptacle Outlets No. of Oil Burners No. of Emergency Lighting _ Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALAILMS No. of Zones No. of Ranges Total No. of Detection and g No. of Air Cond. _ tons Initiating Devices No. of Disposals No. of Heat Iota Total Pumps TeLs., KW No. of Sounding Devices No. ofDishwashers No. of Self Contained Space/Area heating - Detection/Sounding Devices No. of Dryers Heating Devices ('''� Municipal y g KW LocalE] Connection[] No. of Water Heaters KW No, of Signs Ballasts thrLow ng Voltage No. Hydro Massage Tubs No. of }rotors Total 1}P I OTHER: IUSURANCE 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 H NO I have submitted valid proof of same to this office_ YES ER NO If you have checked YE$, please indicate the type of coverage by checking the appropriate box. INSURANCE [X BOND [] OTHER Q (PleAse Specify) _ (Expiration ate Estimated Value of Electrical Work S� o, � ` p � �f:E !!d Work to Start Inspection Date Required: Rough_ i Final Signed under the penalties of perjury: FIRM NAME �(�, o �" _ LIC. NO. I--'1 ice: Licensee h) C Yr 2 5 E ( �SignatureAIAJ _ LIC. NO. Address [3 �e7; ,� Y- 5 1 � - ' Bus. Tel. No. (� :r Qi► ' Alt. Tel. No. 1 OWNER'S INSURANCE WAIVER: I am aware that the Licensee does of have the insurance coverage or itss ub- stantial equivalent as required by t4l"sar-husetr•s General Laws a d that my signature on this permit application waives this requirement. Owner Agent (P1 as check one) Tom?�.hnnp No• PERMIT FEE S s Town of North Andover NQRTh q O Building Department � b`� °'e °0 27 Charles Street 1°- North Andover,Massachusetts 01845 (978) 688-9545 Fax (978) 688-9542 CO[MKIHMrKw 7' �9SSACHUS�{�5 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS 161-1 PQ 101WIl{'O b r-, LOT NUMBER SUBDIVISION__ E0 DATE REQUEST FILED :76o 10q q DATE READY FOR INSPECTION TEN(10)DAYS NOTICE PRIOR TO CLOSING DATE IS,REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY-FIVE ($25.) DOLLARS WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W. -WATER METER DATE Le fa9,/a(ZV D.P.W.MUST IND TE THA T WATER METER HAS BEEN INSTALLED PRI RTO THE SP ION S DATE. SIG TU /DPW AUTHbTIKN I Location P4( A Gu otj Y Y No. to Date �{ 3 d ) r NORT�y TOWN OF NORTH ANDOVER 10 Certificate of Occupancy $ J\ ,SSACMUSEt� Building/Frame Permit Fee00 $ Foundation Permit Fee $ Other Permit Fee TOTAL $ Check # I b 17245 MSW -�- �Building Inspector TO" OF NORTH[ ANDOVER BUILDING DEPARTMENT iYY1.nCaTYON'lt]COPi511iUCTW; ARN2X:a ' Olt DEMOLISH AONE ORTWO FAMILYWEL G aUnDiNG PERMIT NU NIBE&- DATE ISSUED: 00 CGS SIGNATURE —2 Bwildul Coml�lissioncr/Ins for of Buildin Date �;uCTiOtY i-SITE INFORMATION Lo G� 1.1 NroPW)c 46ddL v: 1.2 Assess=Map Md Parcel Number Al.fef • , MV Number Pa wj Number 1.3 loamaluturmauou: 1.4 ProputyDamrnsicros: Q U�------._.. c5i' �..���r/—into d�eS l r��y1 c•� _1' Zonin 3}ietribx Pro use Lot Area Fraota $ L�su�i�xG.srT�cxs ft) - From Yard Side:Yard Rear Y d aired Provide Required Provided wiredPrmided d � AG. 1.7�dTacoc Sy1Rdyl.LCaL C.itT_ i l) L& FLwd Zwie 7 fes.-•.• La 3awam�aDispa�l spam Oha+70 Public 13iv— ❑ Zea Ou[sidoFlood7+�uo Mnaiwpa A OaSiatDisposal System ❑ a UC°tTION 2-PROPERTY OWNBRSMP/AUTHORIUD AGRNT ?1©,loner of Record F s a F' /��f n�/a.a L C /,�"�/�rr��yrs fit' /�e sT o rc���c% /?/'z' NamC�Nruir), Address for Service Signaturz Telephone �2 owner of Record: , 1Jau>e Yriur Adds for Service- , ' r — 5;�-e Talo a � ��,wirt STi CTION 3-CONSTRUCTION SERVICES 3.1 Liconsaad COusuuction Supervisor. Not Applicable 0 Li aansed Construcueu Supervisor. /VJ1V P ' 6- oO 6 t/7 Expiration Date sis—1 re Talepho" g w� 3.2 R sistored Homs lmprovemim Contractor Not Applicable D Company Name Registration Number "'„ Vii,rry -------. --- w,,..�u,. a Fxpiration Dau Si llaturt Talephoad ,` y 'b -- 'C1ION 4-WO12.I ERS COUPE,NSATION(NL Gr.L. C 152 § 2546) Workers Couipensarion lasurance affidavii must be completed and submined with this application. Failure to provide this affidavit will result in the dcuiW of rhe lssuaiucc of the building emits. Signcd at3ldavii Attaclfed Ycs...... No.......0 SECTION 5 Descri tion of Pr sed Work:(check attu lic-Ak- New Cmstruction Existing Building 0 Repair(s) ❑ Alterations(s) 0 Addition 0 Accessory Bldg. i 1 Demolition 0 Other Cl Specify Brief Dcsaipiion of Proposed Work: SECTION 6-L'STIMATED CONSTRUCTION COSTS Item Estimatr:d Cost(Dollar)to be Qi1E] Ia>r E�k�TL'Y. . Completed by permit applicant 1. Building / a� (a) Building Permit Fee Multiplier Electrical (b) Estimated Total Cost of �oC G► Construction 1'lumbing 9ra 0 Building Permit fee(a)x(b) �-- -1 l "h-nical(HVAC) „ 10 �v 5 lire PSOiection ! 6 Total (1+2)+3+4+5) Cluck Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERIMT as OwneilAudiarized Agent of subject proper y Ru-elix audiori%e t0 act On Nh bt hili_in all nialldis relative to I ork authorized by this building penrat application. SiarlaLure of Ovinef Date SECTION 7b 01VNERIAUTHORTZED AGENT DECLARATION 1 ^JD I(L j f`/I � as Owner/Authorized Agent of subject 1-ereb) declx-d LhaL 1112 sU1Leinears and inibrination an the foregoing application are true and accurate,to the best of my knowledge and belies I Yiiut Name Signature of 0wner/.Agall Date NU_vF STORIES Ste, .O BASERIENI.OR SI_1I3 SL/T OF FL"FL0 OR T11%IBER5 20 P1` 3 X DINIINSIONS OF SMS Y r DIiv1:NS1ONS OF POSTS DiIvI17NSli)NS 01 (3IP.11ERS =_.s ! a /"z"00 EU`16IfT OF FO(1ND_tTION -e- THICKNESS 5121 01-FOOUNG \-1A'lTRLA1.OF i;laiNEY f 1S 1301LDING ON SOLID OR FILLED LAND % IS BVIH)INC3 CONNECTED TO NATURAL GAS LINE Al 0 v i 1'I(=J 1 1,1 1)1=V Ul uup f CIA-Jf O—JJf O1VV Jul I 1J [uuu 1L-JV r. 1J FORK[ — U — LOT RELEASE FORM —Z3T0 t . 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. Ass..r.r..rrr..r...�Irrrr■...r►Ia rrrr rrrrrrr.rrrrrr.rr.■.rrrrrrrr■■r.rrrr.r rr rrrr APPLICANT lujj e C�' .e S yew hm611 CL C PHONE / SOT P10-M? , 0A ASSESSORS MaP NUMBER /09 Ce LAT NUMBER. �I SUBDIVISION Vi �t' i' LOT NUMBER QL STREET 011.0 W\.%, ea NVim. STREET NUMBER v "I r r r.rrrr.r.r.r.rrrrrr..■..AA.rrrr..•.r r r r r r r r r r ass...r r...r..a....r.4 r r■ , OFFICIAL USE ONLY ..r r.r.r....r..r..r r...r.r.■r r r r r a r r r r..r.......r r r r r r...r r r..■.r r r r.r a.y■ RECO NDATIONS OF TOWN AGENTS �7��,(�'(��,�('+�- r.r ..r.r.r rrrr■r..r.r.r.r r.r r.r....rrrr■ ■ �...■ i...rrrrrrr..rrrr.. ■ r..r.rrr■ O DATE APPROVED I z Lo CONSERVATION ADNLM-ITRA R Q ( DATE REJECTED CntiQv(E`�-iS �� a1 /<tr i Ci/L��FYrncJ LQ+ DATE APPROVED 2D Q (� O DATE REJECTED I COMMENTS DATE APPROVED FOOD INSPECTOR-HEALTH DATE REJECTED ' L"u DATE APPROVED i SEPTIC INSPECTOR-HEALTH i DATE REJECTED_ COtyg EIv iS 17 PUBLIC WORKS-SEWER/WATER CONNECTIONS -��7-0 D UVEW PERIvffI ( C'/ DATE APPROVED FIRET&,iENT DATE REJECTED ColyGA1 NTS RECEIVED BY BUILDING INSPECTOR 'KATE • f PAL-OMII� Q DRIVE 1 Nd' LP. I / / 1 7x / i I r 16 1=144.Q ` � � 1 Tr= 1481 5 I o � Ck= 141`0 � w \ BF= 139.B l f\40x0 \ l \ 4� 138 \ \ `\\ LOT 20 \ \ ` 0 73 PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 20 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE 1 PULTE HOME CORP. OF NEW ENGLAND STON HAM, MA. 02180 257 TURNPIKE ROAD - SUITE 200 (781) 438-6121 SOUTHBOROUGH. MASSACHUSETTS 01772 SCALE: 1"=20' DATE: 2/24/04 A Forest View Estates Drawing Date:03/22/04 3/22/04 10:31 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #20 - 164 Palomino Drive N. Andover, MA Drawing Date: 03/22/04 Remote Area Number: 1 Contractor: Superior Plumbing, Inc Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By: SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model :V3610 Area per Sprinkler 190 sq ftl Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161. 6 psi Required: 59.1 @ Source WATER SUPPLY Water Flow Test I Pump Data 1 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 I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 25 Gallons Notes : Garage Calculation -O OF Esq 9�CIS�` .c F lONAt. ` Forest View Estates Drawing Date:03122104 3/22/04 10:31 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 62 52.4 psi 1 1'-�" x 11-4" CPVC Reducer 2 ' 120 1 . 610 62 0. 4 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 62 0.7 1 Pipe 11-�" 40x25 CSC 5' 120 1 . 610 62 0 . 6 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 62 0.7 Elevation Change 8 ' 0" 3. 5 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 62 0 . 0 1 1'-�" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 62 0 . 0 1 11-2" Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 62 0. 0 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 62 0 . 7 Fixed Flow Flow Loss 100 gpm 1 Pipe 11,�" PVx15 CSC 0 ' 150 1 . 602 162 0. 0 Hydr Ref R1 Required at Source 162 59. 1 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 40. 6 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 59.1 psi This is a safety margin of 40. 6 psi or 41 % of Supply Maximum Water Velocity is 13. 0 fps I I I Forest View Estates Drawing Date:03122104 3/22/04 10:31 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 I + Forest View Estates Drawing Date:03/22/04 3/22/04 10:31 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 30 . 7 1114 0 0 417" 6. 5 fps 30. 0 30 . 0 30 . 0 0. 16 gpm/sq ft 1 . 400" 1 0 6' 0" 0. 047 0. 5 0. 0 0 . 0 K= 5. 60 30.7 150 PV 0 1017" 0" 0. 0 30 . 0 30 . 0 REF A4 30. 9 1'4" 3 0 68 ' 3" 13. 0 fps 31 . 6 31 . 6 PATH 2 1 . 400" 3 0 2710" 0. 169 16. 1 1 . 1 K= 5. 50 61 . 6 150 PV 0 9513" 1019" 4 . 7 30 . 5 REF W 61. 6 gpm PATH 1 K= 8.51 52.4 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A4 HEAD 1 30. 9 1;4" 0 0 417" 6. 5 fps 30 . 5 30. 5 30. 5 0 . 16 gpm/sq ft 1 . 400" 1 0 610" 0.047 0. 5 0 . 0 0 . 0 K= 5. 60 30. 9 150 PV 0 10' 7" 0" 0. 0 30. 5 30. 5 REF A2 1''4" 0 0 10 ' 11" 6.5 fps 31.0 1 . 400" 0 0 0" 0. 047 0. 5 30 . 9 150 PV 0 10' 11" 0" 0. 0 REF A3 1;9" 0 0 115" 6. 5 fps 31 . 5 1 . 400" 0 0 0" 0 . 047 0 . 1 30 . 9 150 PV 0 115" 0" 0. 0 REF A4 30. 9 gpm PATH 2 K= 5.50 31. 6 psi I r Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 59.1 psi Inside: 0 gpm SprinkCAD Lot#20 - 164 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 100 gpm Tyco Fire Products + N. Andover, MA Flow: 1540 gpm Safety Pressure: 40.6 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 10 Supply 80 P S I 60 100 gpm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:03/22/04 3/22/04 10:34 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #20 - 164 Palomino Drive N. Andover, MA Drawing Date: 03/22/04 Remote Area Number: 3 Contractor: Superior Plumbing, Inc Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13R System Type:WET Area of Sprinkler Operation sq ftl 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 I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.3 psi Required: 56.3 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100. 0 psi I Rated. Pressure 0. 0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 25 Gallons Notes : Two Head Calculation 11A OF! O?� ALLAN 9�yG �. CAMER N A pRp m I forest View Estates Drawing Date:03122104 3/22/04 10:34 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 46 51.0 psi 1 11-�" x 11-4" CPVC Reducer 2 ' 120 1 . 610 46 0.2 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 46 0. 4 1 Pipe 1'-�" 40x25 CSC 5' 120 1 . 610 46 0 . 4 1 11-1" Thrd 90 Ell CI 4 ' 120 1 . 610 46 0 . 4 Elevation Change 810" 3. 5 1 11- " Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 46 0. 0 1 1;-1" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 46 0. 0 1 11W' Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 46 0. 0 1 lW' Thrd 90 Ell CI 4 ' 120 1 . 610 46 0 . 4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11�" PVx15 CSC 0 ' 150 1 . 602 146 0. 0 I Hydr Ref R1 Required at Source 146 56.3 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 43.4 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 56.3 psi This is a safety margin of 43.4 psi or 44 % of Supply Maximum Water Velocity is 9. 7 fps Forest View Estates Drawing Date:03122104 3/22/04 10:34 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:03122104 3/22/04 10:34 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 Pin ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pin Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23 . 0 1" 1 0 914" 7 . 7 fps 30 . 0 30. 0 30. 0 0 . 12 gpm/sq ft 1. 109" 2 0 1210" 0 . 129 2 . 7 0. 0 0. 0 K= 4 .20 23.0 120 PV 0 2114" 813" 3. 6 30 . 0 30. 0 REF Al 1114 0 0 1 ' 1" 4 . 8 fps 36. 3 1 . 400" 0 0 0" 0. 027 0. 0 23. 0 150 PV 0 1' 1" 0" 0 . 0 REF A2 114" 0 0 10 ' 11" 4 . 8 fps 36. 4 1 . 400" 0 0 0" 0. 027 0. 3 23.0 150 PV 0 10 ' 11" 0" 0 . 0 REF A3 23.3 1;'4" 0 0 11 5 " 9.7 fps 36. 7 36.7 PATH 2 1 . 400" 0 0 0" 0. 100 0. 1 0. 0 K= 3. 84 46. 3 150 PV 0 195" 0" 0 . 0 36. 7 REF A4 1k9" 3 0 681311 9. 7 fps 36. 8 1 . 400" 3 0 27 ' 0" 0. 100 9. 5 46. 3 150 PV 0 9513" 1019" 4 . 7 REF W 46.3 gpm PATH 1 K= 6.48 51.0 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO A3 HEAD 4 23. 3 1" 2 0 914" 7 . 8 fps 30 . 7 30 . 7 30. 7 0 . 12 gpm/sq ft 1 . 109" 1 0 91 0" 0 . 131 2 . 4 0 . 0 0 . 0 K= 4 .20 23. 3 120 PV 0 18 ' 4" 813" 3. 6 30. 7 30.7 REF A3 23.3 gpm PATH 2 K= 3.84 36.7 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 56.3 psi Inside: 0 gpm SprinkCAD • Lot#20- 164 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 100 gpm Tyco Fire Products s N. Andover, MA Flow: 1540 gpm Safety Pressure: 43.4 psi (800)495-5541 140 Remote Area: 3 Date/Loc: Lot#65 120 - 10M 2010 Suppl 80 P S I 60 - 100 gpm hose 40 20 - 100 150 200 250 300 350 400 450 500 Flow (gpm) c Forest View Estates Drawing Date:03/22/04 3/22/04 10:33 HYDRAULIC DESIGN INFORMATION SHEET F Job Name: Forest View Estates Location: Lot #20 - 164 Palomino Drive N. Andover, MA Drawing Date: 03/22/04 Remote Area Number: 2 Contractor: Superior Plumbing, Inc Telephone: (781) 461-1541 8 Sanderson Avenue Dedham, MA Designer: W. C. Davis Calculated By: SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities : Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13R System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 1 Make:VIC Model :V2720 Area per Sprinkler 200 sq fti Orifice: 1/2 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 123.0 psi Required: 47. 9 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100. 0 psi 1 Rated Pressure 0 . 0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 1 At a Flow of 1540 gpm 1 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 25 Gallons Notes : Single Head Calculation %H OF 9 CAM ON � y Forest View Estates Drawing Date:03122104 3/22/04 10:33 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 23 44.0 psi 1 1'-�" x 11-4" CPVC Reducer 2 ' 120 1 . 610 23 0. 1 1 11-�" Thrd 90 Ell CI 4 ' 120 1 . 610 23 0. 1 1 Pipe 1'-�" 40x25 CSC 5' 120 1 . 610 23 0. 1 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 23 0. 1 Elevation Change 810" 3. 5 1 11-1" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 23 0 . 0 1 11-�" Fingd Back Flow Valve Watts "70 0 ' 0 1 . 610 23 0. 0 1 1',�" Thrd Globe Valve CSC "F15" 0 ' 0 1 . 610 23 0 . 0 1 1'-�" Thrd 90 Ell CI 4 ' 120 1 . 610 23 0 . 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVx15 CSC 0 ' 150 1 . 602 123 0. 0 Hydr Ref R1 Required at Source 123 47. 9 psi Water Source100. 0 psi static, 78 . 0 psi residual @ 1540 gpm 123 gpm 99.8 psi SAFETY PRESSURE 51.8 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 47. 9 psi This is a safety margin of 51.8 psi or 52 $ of Supply Maximum Water Velocity is 7 . 7 fps Forest View Estates Drawing Date:03122104 3/22/04 10:33 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 / IDA 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 xID^4^2 Q / Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES : Pressures are balanced to 0 . 001 gpm. Pressures are listed to 0. 01 psi . Addition may vary by 0 . 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths I w forest View Estates Drawing Date:03/22/04 3/22/04 10:33 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 23. 0 1" 1 0 914" 7 . 7 fps 30 . 0 30 . 0 30. 0 0. 12 gpm/sq ft 1 . 109" 2 0 1210" 0 . 129 2 . 7 0 . 0 0. 0 K= 4 .20 23. 0 120 PV 0 2114" 813" 3. 6 30 . 0 30. 0 REF Al 11'4'" 0 0 1 ' 1" 4 . 8 fps 36. 3 1 . 400" 0 0 0" 0. 027 0. 0 23. 0 150 PV 0 1 ' 1" 0" 0 . 0 REF A2 1:�'4" 0 0 10 ' 11" 4 . 8 fps 36. 4 1 . 400" 0 0 0" 0 . 027 0. 3 23. 0 150 PV 0 10' 11" 0" 0. 0 REF A3 1''4" 0 0 115" 4 . 8 fps 36. 7 1 . 400" 0 0 0" 0. 027 0 . 0 23.0 150 PV 0 11511 0 0 . 0 REF A4 1''4" 3 0 6813" 4 . 8 fps 36. 7 1 . 400" 3 0 2710" 0. 027 2 . 6 23.0 150 PV 0 95' 3" 10' 9" 4 . 7 REF W 23.0 gpm PATH 1 K= 3.47 44.0 psi I Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 47.9 psi Inside: 0 gpm SprinkCAD Lot#20 - 164 Palomino Drive Residual Pressure: 78.0 psi Total Flow: 123 gpm Outside: 100 gpm Tyco Fire Products N. Andover, MA Flow: 1540 gpm Safety Pressure: 51.8 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#65 140 120 10 Su I 80 P S I 60 100 gpm hose 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) 4 -cn Nianagemen# Bylaw Exemption Statement G-C i!-Qrx"t-Attdaxer Building Oepar"tment ui.;w p uau x to aewt the Qwu► v Oepamnaak in than r dnturmination of exemptions upaw sectlan a.T.6 of the .. af:'rurui RnGaver G QW"WAnat-0-t Sylaw. The ba{iidlnt appilcant shall gmv(de.all ai the nacessany iniarmation ;.rrw.of.Ajaja"nC ort 6uil4in9 permit(b4law) Address of Rropamy far.Aermit(helQHr) , rte s�� Lc0.' iuld : P Ypt35�Af _plic3ciatl (checkheloHr) C' ,,Rrj + rr sr of iicarrt:_ - Sln91e Family ._,Two Family itt ++s prapcarty atietst that the attactte4 tulilding permit.or whicfl this P .T:6 of. e N Andover Growth with. Oly sractlon 6 the sard't dorsa that�� Ti. - c' stay Fi1rYlt .ic-�� 1416a t idvrt nd pMviciift:Q this form dries not absgive me ar any patty to this permit � iYt�l a Qt.QliQ4%inQ ether Rermiis re uired-prior.to the igsu+ance of.the 9wlding Parrrtit, i=Luu�tClwt l uru sr, trl.thraf my Interpretation afthe EXEMPTION status is subiact to review by the Suil'ding u. xt artd is Qwy Q&aaky acw*wd when the SuUding Permit is issued. t rut 4wtQ=1 4,7.6 of Ma NQM AndQweir Grawih 9ylaw the above lot and the work as appiled for on the au te2� is the Uwadirg permit appkatkm and au4ciated attachments,cQfnpUaa with one or mQre of the r ;ala as iadl.used by a c h&dc marls_ 7t�tiyt�r icxricn tett a Cai(aiirtg psrfs+it tas the anlatT}emetnt.t'estar1t(an,or recanstar�ion of 3 dwelling in a*of UM sit MM a"Qt 4"IW"W.provided khats niladdlUQn&l rasidaatial un+tls MOW. OW. t ts!aa loth}arrtr v."a%.wa prior'to may a, t 996 are exempt from the provisions Qf this Som-n A.T of the 2wung Ttue 4PpsLcpuan iY sac a�watinq irniu far low malar mQaararA incamto GturtW"Qr lndlyiduals,where all of the sf .?.s. mat anatese Orvsillrog ttrsltt lot_%enlQr refstdents,where.aa1; pancI of the units Is „sarrtrt tri battgroutp�rrYcns t[trQugR a Amp A"Crwtod A84 faaatded dead rsaUWen muiing whit the land.'laQr of $ec?tQa=ee'IiQr'itisll rtp�ut p�trans a+eat fha agee:of�. • pl4cadga,uc.i pact Qt a crawt4Wm(it pmj4ea which vgluntarlly aQrraed to a Minimum 40%permsrltcA4 . ,(pwiida0le WW.Wew Wo day.(UmIld;t le IoW,pwmWAd un4ar'z i+ing and faz4AA giVen the .raukap, tQrta at the tfaee,with dte:sWPAA9 laird equal to ati-JOW.ten buUda4lm Rats and pmA9%441Wy rrrra>�l t tiPApaim"Qe 4m"Od,The tend to 4a Pmeev+ed shad b*j;mtse:sd(Nm davelopmgnt by an Aq �.pt+"ematian i�esttiatQn,I:Qnaw+reetinn R+rauWao4 a dadicatlan to ft Town,ar atttetr similar-mschaalsm �,�t�}f.ttti+e Fianrtirlg 8�rst that bolt ertccctc!tLt prfltactiAn. , Tt".# pt sa"a npreasn+x a tree of land asistiligfand rtQt h4W0 by a Gevelppttr'hr cammQn awnaamhip with an 3 a pxrrat as the rtiis rs Cate of this Silvan a. shall rscaatve a Wwtimi"'emptian trcim the Planned tat WM hax�e Q (ppmarit SchadirAcig ptavisiacts the pugM*of cortsttuf;Ing ark 61491E famliy dwelling unit OW the ( ap(aateuwn raapcaeasaar a lQt WNW is nMQZ fpr"ddtrr;7 petrmlts,(l.e,all other permits tram aJl eaher i�urrrds�tnd CQt�t+arer beers iseiti�eed attd site ptajsest as in wrnptlanrae wlththaao patTrrltS� and the Qcvoleiunsnt+�hsGluba � attwa net lasuicts�.Defiling Asrmit lrt trtai Tsar,an•bul}dlna p.mdt wlti.fae Issrretd per Year asr t�rti.opA tuull:arta tiros a:thm Devalelirttetu Seha�rle Y�Cgr7lRipdiiiN3 isscrkfg Oulkltilg pe.trttits. APPtlaaent tersest ,t,,,p�r r�ree�.d foam U wah sista a7eJ�EirAt?'t'lO+�t. ._. ,• ' t'l a ia:.k gmvi"any and aU iniormatien that would assist the Building Department in making a determination' trial y aRPdQatian is mita+"Qns or ewes of itis abate>~XXFr11ATlONS. Qr4nG Q tjQw i a m,cw to Lne accuracy of the information 9mvided and that the.aaaQhcd building Permit is 3 towed ilcEIMPT_ IOrl as chid above. Fcrtthatr t understand that the submittal ofmislaading and or ,naicll aua int ton. or int checking off ai an abova3 it which does net comply,whether dct to to my _r.�ahladge,.el not. yrQunos for fuses by isle rapartrneni to Issue a Building Permit. wa , ? O ncr or Aumonzaa.agent Who st the FAacnaa urla�triPZ- ate h,s iarm must ha a=chad to inn 84jildlny Permit upon applit ad,an for such parmit. J1� �aria..uy.�urecr� u�iGlaurac6euae�la BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR ^. 1 Number: CS 077396 Birthdate: 03/02/1962 Expires. 03/02/2006 Tr.no: 18492 Restricted: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 Acting Cc mis oner i I i i I 41 i BUILDING DEPART1,.E-,,TT 1 DEBRIS DISPOSAL FORI,t 1 In sccnrdaace will the 1s th3t rhebns. Provisions or\rIGL c 40 S 54,a condition of Building resulting form ittis rvorb shall be di o Per Number drained by 1IGL c 11, S 130A �° d°f a ProPetiy licensed solid tivasre disposal faciliry as The debris 1}i11 be disposed of in: e S / Location of I+aeili Signature of Pem it Applicant Date � �� ---- NOTE. Demolition Permit from rhe Town of North Andover must be obtained for this the Huildino In,��or Project through the Of of - .., ..�... dui, I,') 1uUU 1'1:54 ^^ — ,• . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workars'Compensation Insurance Affidavit i x Please Pant am.;a homeCwnerperforming all work myself. . l am a iota proptieior and have no one working in any capacity I f l am an employer providing wwrka m'ccimocasaucin for my ompiay"s waking on this job. 1. ,name: JOP&4a dr Ci &&Z7_,6ffey4 I r isur-ariee coy ;y a c C 510/11 L'S' if/ G Poii. G: �► l,.�iTl v name: 1yTdr�;i�, Phone Insrance CO, >"alut:xto.aww* as requited under Sewon 2SA or MGL 142 cast lana to titp::impo tett d ctirttln�l ptert It+as E a tins up ci' 1,500.Co ariclorOew yo",knFdxQ=ent�a*well a:CM ponakiee in"tam of a STOP WORK OP4r;n aria a tine Q((21=00)a clay apalrisf mo. l ..nacso ilial a C-cpy vt this statement clay be tGr*WQaa tp the OMNI or in;410919aftu of lila OlA for cwArags katiilcaoam t w AbMy cwtdy wmew wo penins&'u/p-s4Wes•of pwIj&y/hat We lrubrullikon pwvitird above tc true and curtest. I ;iiSn3t.Ur2 Dat6 Print nacre Phone# I is al us&oniy uo not wma in this area to be completed by city ar town Ofidal' Bui/d ng j Dept LTJ C.hacs:ifanmegAulkr-umme4re,qurep Budding Qept O Uc@nsino Board p SelacVii n`s Office Health L-epaitrrlent Other• Ln'ti.ui.Y•s comPGNSrtnoH d!- L..Ascr-let 3100 13034798572; Nov-4-03 1 :21PM; Page 2/3 il. ' 10 :10:07 FORCOI foupment CoAlon Cli 847.853.5390 Page 002 ACOOWDD/yy 04/03 THIS CERTIFICATE IS ISSUED-AS A MATTER OF INFORMATION Aon Rj Servirtas, Inc. of michican ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 30D0 T" Center HOLDER.. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR suite te 0 <ER TVERAGE AFFORDED THE POLICIES BELOW. South? hd mi 48015 -HE COBY COMPANIES AFFORDING COVERAGE 1 Liberty mutual Fire Ins co (241X36-5200 FAX (248) 936-54fis A FIN*URED COMPANY :�.Are t qes of NeW England, LLC 205 Ha 1, tne Road suite I i COMPANY Wa r'Vgi,: RE 02686 LISA C COMPANY T TIFY THAT THE POLICIES OF INSURANCE LISTED BELOW MAVSBEEN ISSUED TO THE INSURED,NAMED ABOVE FOR THE POLICY PERIOD, uJ;1::Artr,I QTWIIHSrANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY QQNTK4.CT43R OTHER DOCUMENT WITH RESPECT TO WHICH THIS. CER-* 11C MAY SE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL Tmt-.*TERMS. Q cc POLIV M BY PAIQ CLAIMS, DATE 080D.Un-W) DATE OaMDfM ITY GENERAL A(7,C46-(;ATF 4 0%;%t-7 I Abuffy" PEnSONAL L A&V I%URY 41A0E CL VPLI4f C0k-.'T--CT3RS PROT EACHOCCIRR CNCC MED EYP(AW one 6;nan) :100?40PL�I ABILI I v As2692004261033 06101/03 06103J04 commercial Auto L ON'Nij 1.41-1 (Pa pornon) B(A'AL y tjAjfr( w twudml) PROPERTY DAIVIACIF ,x,nGL L iA"a en, A1.1100KY-EAACCCENT OTHER THAN AUTO-010 FACH ACCIDENT AGGREGAT EACH o(xu?*iErr.r. CESSUi [Il' AGGREGATE we 1.WC 37 A I vt-m'tLq ;161PEN5ATTONANO "2690004;51013 05/01/03 08/01/04 X "I;;-()Ykii� IA&ILQ� 'AVRKERS COMPINSATION EL EACH ACCWkt,I S I.,000,03CI NCL EL DISEASC�POUCY LIMIT 000,300 ZXCL EL DAFASE-EA EMP--C)IlI:EL S1'0UU'UVU Construction 61 i n r a Town o RE t�e,icer�,V, -A Cons 91""M North Andaver, MA-All sites- waiver of subrogation applies fQ;- the 6.!-teial Lieg lity and workers' compensation Policy, Iy S}X)Ijl n ANY OF TME ABOVE Dell(ARR)POLICIES BE CANCftl.IF)a=FORC T r- I nvri;IIP I Pf North Andover EXPIRATION DATE THEREON.I*HE ISSUNG COMPANY WILL Er,01-AvCR)C MAIL (2 !'.)Ox 124 9G DAYS Yvmr[LN JAHICE TO RE CERTIFICATE HOLLItH NAMED TO T-ir.:.L=LT aLrtT !I 81-lil ding Department VUl IALLIRE TO MAL FjUChNQTr-E5HAkLIMPOSr NOOMLIGATION OF;LIAR:dy wor 'lAndover, MA 01845 USA OF ANY KhV 1-11-ON IMP f.O�eANY ITS ARRr, Of? rerr1EFi,-N7AIIVl-'-, AUTHORMOkEPASSENTATIVE lap 40=11-1- 7-77 TE7 coll1w.--w No, il 570007800925 Holder IdeiMer. Sent By! HP LaserJet 3100; 13034798572; Mar-18-04 11 :58AM; Page 2 Permit Number R EScheck Compliance Certificate Checked By/Date 199> 1gEC RF.ScheckSoftware Version 3.5 Release lb Data ilcrname: F:\files\CST\SIIAR1:1MeeCheck\MndelEnergyCode\MASCIIECK\Lot20fv.rck Tl N IF: Lot.#20 Wellington Elevation M 2 CI1 Y: North Andover M"ATF. Massachusetts MAY 6322 RUCTiON TYPE: Single Family DATE: 03/13/04 PROJECT INFORMATION: Forest View, Andver,MA. COMPANY INFORMA'T'ION: P11114 Tlnnies of NF TJ-C I NOTES: C:Wste icer purchased elevation 2, with a Fiuished fawily ruutn in 61al CMUL, R-15 wall insulation and 4 additional windows. - Ci." 11'i.1ANCH: Passes :irrnrm UA= 539 lour;bole UA - 496 8,10 0 Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter P,-Value R-Value U-Factor UA L:cilin- I Flxt Ceiling or Scissor Truss 24 38.0 0.0 1 Ceihii5,2: flat Ceilutg or Scissor Truss 1216 38.0 0.0 36 Cciling 3: Flat Ceiling or Scissor Truss 660 38.0 0.0 20 U',ll l: Wood;~Tame, 16" ox. 576 15.0 0.0 44 d! 2.: Wood Frame. 16" o.c. 396 iS.0 0.0 30 Wood Frame, 1E" o.c. 621 15.0 0.0 48 Fall l: Wood Frame, ib" O.C. 621 15.0 0.0 48 i11 5: Wood frame, 16" o.c. 288 15.0 0.0 22 Wall 6: 'A'ood Frame- 16" o.c. 1080 I5.0 0.0 41 �l indcw; 28;10: Vinyl frame,Double Pane with Low--E 11 0.340 1 '\Vindo%v, 2852; Vinyl Frame,Doublc Pane with Low-E 101 0,340 34 Wirldot,: ib52�b52-185?: V ir*,, "roune. Double Pane with Low-E 33 0.340 If VVindw,�: 2046-2: Vinyl Frame, Double Pane with Low-E 19 0.340 6 v`ill atll',: 6-0x6-8.slidcr: V irn I `r fame, Double Pant:with Low-F. 39 0.300 12 ap•;: 2852-2;Vinyl Frarne, Double Pane with Low-R 171 0.340 58 Sent 13y:' HP LaserJet 3100;,` 13034798572; Mar-18-04 11 :58AM; Page 3 Window: 2862: Vinyl Frame, Doublc Panc with i,ow-E 69 0.340 23 Willdow: 1936.2 casement: Vinyl Frame,Double Pane with Low-F, 14 0.310 4 WIndo,x: 2052: Vinyl Frame,Double Pane with Low-E 21 0.340 7 Windo�.Y: 3852 Temp Stat Low E-. Vinyl frame, Double I've with Low-E 19 0.340 6 -80-8 service door: Solid 18 0.180 3 Door: =-00.8 w/2 sidelights: Solid 33 0.280 9 Moor 1, MI-Wood Joist 'russ; Over Unconditioned Space 24 21.0 0.0 1` t'lcuar.2, All-Wood Joisi/Truss,Over Unconditioned Space 34 . 21,0 0.0 1 1 lour 3: All-Wood JO&.Truss,Over Unconditioned Space 429 21.0 0.0 19 `r k',or 4, ,SII-h4'ood Joist:Ttuss,Uver Unconditiirncd Space 242 30.0 0.0 8 Furmm,i• i Forced Hut Air, 81. AFUE C}�vIi'L1.1NCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, l other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requir+ancnts in RES checkVcrsiou 3.5 Release lb (formerly MECcheckl and to comply with the mandatory requirements listed in dw RFS c/ro-:ckFnspection Checklist Fiuiider!Desiguer nate � � Area Calculator: Assembly Type Width_ x Length F. Grass Area CommentslDescriptYan 1 Flat Ceiling or Scissor Truss 2'-0' 42'-0' 24.00 R2 second floor ceiling area a2 Flat Ceiling or Scissor Truss 38'-0' 32'-6" 1216.00 ft2 second floor ceiling area CO 3 Fiat Ceiling or Scissor Truss 22r-T M-0' 660.00 132 second floor ceiling area in 4 5 d.. 6 0 7 Co g 9 cLo 10 � 11 12 13 14 15 ' 16 17 m 18 a) 19 r- `y 20 CO CD 21 r 22 23 24 25 28 0 0 a� a� N J Z Ceding Area ^tal, 16Cr:.... 03!?2I04 7.i= y :I7 Area Calculator: �n <D ro o.. Assembly Type Length x Height _ Gross Area GommentSIDescription 1 Wood Frame,16'O.C. 18'-0" 32'-0" 576.00 ff2 front elev. 2 Woad Frame,16'o.c. 18'-0" 22'-0' 396.00 ft2 front elev. CO 3 Wood Frame,16'o.c. 34'-6" 18'-0' 621.00 ft2. right elev. 'a? 4 Wood Frame,16'o.c. 34'-6" 18'-0' 621.00 ft2 left elev_ 5 Wood Frame,16a.c. 36'-0" 8'-0" 288.00 ft2 fear elev.basernent 6 Wood Frame,16"o.c. 60'-0" 18'-0" 1080.00 ft2 rear elev. 0 7 co $ 9 ti 10 M 1t 12 13 14 15 , 16 N 97 Ln W 18 rn 9 r` 20CO . (D 21 CO 22 23 24 25 26 0 0 ca 4� a� a) N ti J d 2 Erta;!at'a ia!i Area 76--i: i 82.;13 °! ^ 11.27-1,1 I Y J N Area Calculator: CO Add toY?i'dew Unit Total Comments/ Library Na� nte AssemkAv.Type Quantity Width x Heights= Area Area lt-Factor SHGC Desuiption Q 1 28310 Vi Frame,Dou 1 2'-9" T-11"; 10.77 10.77 f2 0.340 Superseal Low E Argon CO 2 2852 Vino Frame,Dou 7 2-9' 5'-3" 14.44 101.08 it2 0.340 Superseal Law E Argon :. 3 1852-2852-1832 Vinyl Frame,Dou 1 6'-3' 5'-3" 32.81 32.61 ft2 0,340 Superseal Low E Argon r 4 2046-2 Vinyl Frame,Dou 1 4'-1' 4'-7" 18.72 18.72 ft2 0.340 Superseal Low E Argon 5 6-0x6-8 slider Vinyf Frame,Dou 1 5-11' S'-7" 38.95 38.93 ft2 0.300 Superseal Law E Argon 1� 6 2852-2 Vinyl Frame,Dou 6 5'=5' 5'-3" 28.44 170.64 ft2 0.340 Superseal Law E Argon m 7 2862 Vinyl Frame,Dou 4 2'-9' 6'-3" 17.19 68.76 ft2 0.340 Superseal Law E Afgon L 6 1936-2 casement Vinyl Frame,Dou 1 T 11' T.7" 14.03 14.03 ft2 0.310 Superseal Lang E Argon 9 2052 Vin Frame,Dou 2 2'-0' 5'-2" 10.33 20.66 ft2 0.340 Superseal Layv E 10 3852 Temp Stat Law E Vinyt Frame,Dou 1 3'-8' 5'-2" 18.94 18.94 ft2 0.340 Superseal Lau E 11 12 13 14 16 ti 16 CO 17 rn 18 `t 19 0 120 r 21 0 0 m a> a� N ti J d 2 .T . Vv;!:raw Area Total:495.36 0311 Pd04 10:27: 4 ;,<< ti <n r_ Area Calculator: ti Add to Door Unit Total ComrnentV Library Name AssernNy Type Quantity Width x Height = Area Area U-Factor SHGC Descrmtion 1 2-8x6-8 service door Solid 1 2'-8" 6'-r" 17.78 17.78 ft2 0.180 Garage Service Door 2 3-0x6-8 w12 sidelights Solid 1 5'-0" 6'4" 33.33 33.33 ft2 0.280 Front Entry w!2 Sidelights 3 4 0 5 m 8 7 z 8 co � g 10 11 12 13 14 cv 15 n CO 16 rn 17 � 18 0 19 19 20 21 22 23 24 125 0 0 CO a� a� cn m J e T Door Area Total:51 11 0 3j"l a'04 10:27-4 111 5 Area Calculator: C n AssemblyTyps Width xj Length = Gross Area CcmmentslDesaipfion 1 All-Wood JoisllTruss,Over Unoonditioned Space 2'-0' 12'-0" 24.00 R.2 floor area over basement 2 All-Wood JoisVTruss,Over U ncond itioned Space 2'-0' 17'-0" 34.00 ft2 floor area over basement 3 All-Wood JoisllTruss.Over Unconditioned Space 22'-0' 19'$" 429.00 ft2 floor area over basement 11? 4 All-Wood JoistlTruss,Over Unconditioned Space 11'-0' 22'-0" 242.00 ft2 floor area over garage _ 5 d 6 0 7 m 8 9 L ti 10 � 11 12 13 14 15 16 N 17 `n 18 CO rn 1S r- � 20 0 21 22 23 24 25 26 0 0 L N ti J n � S Floor Area To!a!:729,00 r� ` 0311 8104 101:27:14 111 6, 2 00 4 ` 1 0 7 PM'`i ru P U L T E r1r�ccn n juntsaunt. hFut Nu. a rd4 rbb�u3 N0, 83 6 P. 2 P, 02' LAW OM"Ur MARK R. JOHNSON 12 c humut Street _ Andover,Massachusetts 01810.3706 (978)475.4488 Teleeopiw- (978)47$-6703 P4M1&aA1r F; SON GMA,NH,DC) KATHRYN M.MORA( ;.: :KNELL (MA.NH,RD LLANNE CRISTALn) -ORENSTErN (MANE) JOAN FL bLli;g ;"r. Et1tZLONG (MA) MICHEIM C.JONWAS INTI (MA) t &.RTHY.J.D. October 14,2003 W.Justin Woods j Town Planning North Andover Planning Departmenz 17 Charles Street )rth Andover, MA 01845 tom: Forest View Estates, North Andover 'lf;ar Mr. Woods; Enclosed please find a Ccrdfled.Trite Copy of the Confi=tory Form J Lot RtIease to include Lots 73A and 74A ori plant 1314-1and•Lots°19,'20,21 and 22 on Plan 4n. 13362 which was duly recorded at the Lawregce:ReotryofDeeds on October 14; j003 as Instrument No. 60489. Theoriginal regiratty receipt is also included withthe �IltllEnt. Should you have any questions,please do not hesitate to call. Very truly yauts, LAW OFFICE OF MARKB.JOHNSON Paralegal L.ail.losures 0.._ Reid$lute, Pulte u�.nMa mv-Dowflulw"a at taw E,g w I.L0.0"u,y F&W Vu w-&-aaM"no RW6NePWbuaW-1Q 1�4i� i6' 2004E 1 . 07PM34 '�' 'PULTECKK -JUHNSU�! FAX'; NU. 8784l5fi(.Q3 NOr 836` Pr 3Y, 03 x 1 ti 4 .aarlFltr/r?8+4ljyNf'p f4j 9y+pP!•b6VOY NF-pop'dMM!! rid,:a�v,•-.._y'=;• -f't��' � �: �+ r •7', + ,, r!��--��}St,.t}'E',j trY+f1�{'�t'tT.y`H @' ^.. L7• ';v.��� ,.yw :� t - TTt�,�11 >. �u QQ.. to C..9 ' :,' :. .• a'c ` v .mow • Ora .u` + ''' ,i ;• '�:c"�Zi/'1�.ui5i fY +s`��iHdf�.�,Kee ; �•,, �� i"'i P =r i •'' •i:�' �� ,• �:tL`L y ti:+�'' ;S,S<n•X+ ;-'e-•�':.::'C hw. r (.r ri'. t•ra'', � - Y•'':�_1 - -. 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'it, i�`"C\r.+/� ='C-���:�•7=i� t,C-- .�� + y�' pp���r p r �; 4:�'�7`'JrT�i�l% '1�,r�`�': ��r;F:•'�z 7: la+r � �It• ^c,A" Ah �f "Le `r.. - itrf• .i .'.Y N ,? !• �,:�a`:�t;�r, `1\>r� 1,�.' K:,@ Sf']fpY� ,�•i���•-r r y _ r .�Z1�•'•t�Fj ty,•F :fir-+eY,���:FF3.":' •'�f:•�•+�Gr;11 •``. !,a•�.•detr•tii 5�r 4r••• �a_��y��,t�+r •�(•�^/$• . t 4it-- t 7�W�ZZ�-"�,� la! 'I t'"5'•Yi .,, 1, !e;•,R - �t,%'{1'11 n••, -- -�',y �): (`xitt`:� ;y z' .,.,.-. ,t.�•t:iainiilYl.v:�1}Y ji` r 'y• � .. 16. 2004} 1 ;09PM'oo r'PULTEr ru�cn rs �ut��y�un M. IVU, `8:10101U'NO; 836`= P. 4 P 04 CERTIPIED*-TRUE COPY CONFLI:MATOR'Y FORM J LOT R. EASE - Rea 10/14/03 @:12:20 PM 'The undersigned, being a Majority of the Planning Board ofttie T of North 60489 Ando-ver, Massachusetts, hereby certify that: a. The requxremeats for the construction of ways and municipal services called for the Performance Bond or Surety and dated.March:4, 2003 and/or by the Covenant dated November 9, 1998 rind recorded-in District Deeds, Book 5247, -Page 76; or registered iu;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 cert completed/partially completed, to the satisfaction of the Planning Board to e-4uately serve the enumerated lots shown on the following Plans: Lots 67A, 68A, 69A, 70A, 71A 72 , A, 73A and 74.A as shown on a plan of land entitled "Plan of Land, Forest View Es fates, North Andover, MA, Prepared Pulte Home Corp. of New Fnglaad, 257 Turnpike Road, Southborough, N1:assachusetts 01772", drawn by Marchi arida Associates, L.P., dated April 14 2000, Scale 1"^40', Recorded with the Essex N'Fu-&District Registry of Deeds as Plan Number 13761; and Lots 1% 20, 21,22; 23124, 25 26, 27 and 28 as shown on a plan of land ei titled "Defnitive Subdivision Plans for Forgst'View Subdivision, ,Route ° 114/Salem Turnpike, North Andover, Massachusetts"prepared for Mesiti Development pm nt Corporation, 11 Old Boston:Road,`Tewksbu',ry, Massachusetts 18 7 6 by MHF Design Consultants, Locus Map Scale 1"=600',Tax Map Composite Scale" 1"=200',dated September 22 v eP , ,1 997, 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 Plata Number 13727. I j :.-Yi:t -3aid lots are hereby released from the restriction as to sale and building Lofted thereon. .Lots designated on said Plans which are the subject.of this Lot Release are as i cjw5: (Lot Number(s) and street(s)) Lots 67A, 68A, 69A, 70A, 71A, 72A, 73A and 74A as shown on a plan of land entitled "Plan of Land,Forest View EstatQs;North Andover, 'L.lte.Home Corp. of New � M� Prepared rp England, 257 Tumgzke Road, Southborough, ...ScIchusetts 01772", drawn by Mar Wouda 8�Associates,LY., dated April 14, ,.,u DucslPUf.1 L[t1 U oresi VkwIOM]-c=fu rIAtQM Lot It lcua.449 ' `.. '6. 2 0 04 F 1 :09-PMO PM P U L T E MARK B JOHNSON FAX NO, 9784758703 N0. 8 3.6 P. 5P. 05:` 2000, Scale 1"-=40', Recorded with the'Essex North Dlslrict Registry of Deeds as Plan Number 13761; and ' Lots 19, 20, 212 22, 23, 24, 25, 260 27 and 28 as shown on a plan of land entitfed"Definitive Subdivision Plans for Forest View Subdiyisiou,Route 114/Salem Turnpike, North Andover, Massachusetts"prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massacbusetts 01876 by MHF Design Consultants, Locus Map Scale 1''=6001, 'Tax Map "o.mposite Scale" 1"=200',dated September 22,",1997,revised through 11/3/98, and recorded with the Essex North District Registry of Deeds as Plaa= ,Number 13362 and as affected by corrective Platt Recorded as Plan Number 13727. ?a. (To be attested by a Registered Land Surveyor) Lots 67A, 684, 69A, 70A, 71A, 72A, 73A and 74A as shown on a plan of �, cc r I rand entitled Plan of Land, Forest View Estates, North Andover,-MA,Prepared 1'or Pulte Dome Corp. of New Eng1wid, 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 19, 20, 21, 22, 23, 24, 25, 26, 27 and 28 as shown on a plan of land entitled "L efinitive Subdivision Plans for Forest VierSubdivision, Route 114/Salem Turnpike,North Andover, Massachusetts"prepared for Mesiti Development '-. ,►lporation, 11 Old Boston Road, Tewksbury, Man4chusetts 01876 by hW ign Consultants, Locus Map Scale 1"=600', Tax Map Composite Scale" 17T-200%dated September 22, 1997, revised through, 11/3/98, and recorded with the Essex North District Registry of Deeds as planNumber 13362 and as affected corrective Plant Recorded as Plan Number 13727 do conform to layout as ' ' �, o tqe above referenced Flans. Wit Ob 4 Na 38048 glstered Land Surveyor l9°tee S, yoF NQ Supe C., 'Me Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of M44sachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated March 4, 2003, and/or Covenant dated November 9. 1998, from Mesiti- Moore's)~all, LLC of the City/Town of North.Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 5247, Page 76, or registered mi Land Registry District as Document k..1Jcu:JacslYUiT�-R�1�orest vicw\Farm J•canfiriTwopry EAL Ea gnu dw ZAP,'/V e-, AFFIDAVIT on oath do (authorizetY agent of applicant and/or owner) '-zereby depose and state: (PLEASE CHECK AT LEAST ONE BLOCaQ 1. i I am the 1Y)Gi,V d✓GS of Y1 GrITLP�� �r7 -� 1 0 (position with applicant) (applicant) C_i-E?a Cts Cl the applicant upon whom Order of Conditions `/L^ 5 have been placed upon by (DEP or NACC number) the North Andover Conservation Commission. Z._ 1 am the of (position with owner) (owner) the owner upon whose land Order of Conditions have been placed upon .by (DEP or NACC number) the North Andover Conservation Commission. 3. I hereby affirm and acknowledge that I have received said Order of Conditions-?� and have read the same and understand each and .every condition which has been set forth is said Order of Conditions. 1 hereby affirm and acknowledge that on this day of 199_. I inspected said property together with any and all improvements which have been made to the same -and hereby certify that each and every condition set forth in Order of Conditions are presently in compliance-. i S. I hereby affi7m and aeknowledgo• that this document will be relied upon by the North Andover Conservation Commission as'well as any potential buyers of said property which is subject to said Order of Conditions Signed under the pains d penalties of perjury this LO day oz ff (aut rized agent of applicant or// own�er) LA bV, �.VI d also h n s� Pr CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number � 0-2 Date: TH IS CERTIFIES THAT THE BUILDING LOCATED ON /6 PA/AW "t1 e) rZ MAY BE OCCUPIED AS 51 A2,cr f e ' ` 6Y IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. y I � ��s C RTIFiCATE ISSUED TO: c� Building Inspector kc _ I , i / h 9»y f-/ 7-Y GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damprooflng Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip- Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girls-solid brick or steel plate_bearing at foundations '/"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances stairways, under beams Attic Access. (min.22x30 w/3' headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. r h of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber-Finish Smooth parging, clean joints, 8"solid @ combust. Surf. DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 5"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. I Date. . . . � ,.OTM Of<•OR �4, TOWN OF NORTH ANDOVER p PERMIT FOR PLUMBING 3�S SA us This certifies that% L.t'. f :. ' ` ?'. . . . . . . . . . . has permission to perform . . -.�r. plumbing in the uildings of ?. . . . . . . : . . . . ." .!. . . . . . . /�/ °. G . . . . . . . . North Andover, Mass. /; Fee. ..�. . . . .Lic. No.l. 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBING INSPECTOR ` Check # (� 6183 MASSACHUSETTS UNI RM APPLICATION FOR PERMIT TO DO PLUMBP (Type or print) NORTH ANDOVER,MA CHUSE S Date J Building Location fit/ Owners Name/ Permit Amount yType of Occupancy , New Renovation Replacement Plans Submitted Yes No FIXTURES SLRIM C B4SEVeff M FLOOR ZD RDM IMHDM 4M HDM 5M FIfM 6M FUXR MHOM SII3 KDM Ell I I I (Print or type) Check one: Certificate Installing Co y Name ! Corp. AddressEl Partner. D Business TtyphorW ® Firm/Co. Name of Licensed Plumber: f Insurance Coverage: Indicate the pe o nsurance coverage by checking the appropriate box: Liability insurance policy Other 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 three insurance Signature Owner Agent I hereby certify that all of the details and information I have s b entered)in above application are true and accurate to the best of my knowledge and that all plumbing work a i s a ons pe rf ed under Permit Issued for this application will be in compliance with all pertinent provisions of the Ma sa s Stat mbing Code and Chapter 142 of the General Laws. By: ig re o cense um er Type of Plumbing License Title 4; � City/Town Mcense lNumBer Master Journeyman ❑ APPROVED(OFFICE USE ONLY. •rte 3 1 RTH Town o 4Andover_ a .. No. ` a a% Ido dover, Mass., AVOW AA3 — 6 O O T o LAKE COCKICKE W ICK V oRATED PpGt'`y "�SACHU54` FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ....wI...l....t........�.1.."....1.0...4.......... 0 . .. A...0.... ....... ............................ has permission to excavate and our foundation at �I4/A 01 p p ..�R. ............!/6. ................................................. for the purpose of....� _ mO ♦....!..� ..!�A.. ►. i ... ... �, The person accepting this permit must return to the office of the BuildingInspector a certified-plot plan show of building thereon before Foundation will be inspected. /O C/ 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. S-LDG PS HD : r'+fag LESS W1 - i0 ,rE SEE REVERSE SIDE . ... .. ................ ... DUE FRAM ��`fz psi 4 $ Q BUILDING INSPECTOR �.1ORTH Town of Andover No. G a 4 OMNI dover, Mass. T O .LAK 1 COCMICHEWICK ADRATED PPa��(5 S U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System � ���• �coBUILDING INSPECTOR THIS CERTIFIES THAT ......... ...... ............................................ Foundation �f� IA A,1ao bt,has permission to erect........................................ buildings on. ............................................ ......./ ARough a � t BAU., A c�� I O � t� himneto be occupied as........ . .....�.............. ........... ?......... ....... .. ....................................�ti. .... ..... . y provided that the person accepting this permit shall in every respect conform to the terms of the ap ication on file in Final this office, and to the provisions of the Codes and B -Law relating to the Tq ection, Alteration and Construction of Buildings in the Town of North Andover. O Cl I8 #13 0 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARELECTRICAL INSPECTOR'S Rouge, ............. ...... ... .. ......... sere BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE Until Inspected and Approved by the Building Inspector. Burner DEPARTMENT Street No. SEE REVERSE SIDE Smoke Det. ,T • SPECIFICATION �����1CT ACTIN �� �J��T �� • C�I��S DRAWING INDEX � �o 1 � E. GENERAL REQUIREMENTS PARE'01-121 DESIGN CODES 1.00 SPFCIFICATION3,SCHEDULES,&INDEX E-- 1. Work performed shell comp) with the following: DATS 06/21/01 - D v w' g 2:00 FOUNDATION PLAN A The.general notes unless otherwise wiled oa plena or product BASED ON C.A.B.O. ONE k TWO FAMILY DWELLING CODE 1995 EDITION specir"Tu ay. 2.01" OPTIONAL FINISHED BASEMENT .. .. c:9 ACTION REQUESTED: RESPONSE: C R. Alla liable talar and:tate loan,address m on,re umnans. 3.00 FOUNDATION DETAILS C. In amps where the dmxin9s do not address methodology, EASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION 1.R,d-aw roue¢per Puue,tanderd,. 1.Redrew nous¢ Pul 9.00 FIRST FLOOR PLAN rte-, the conlrector shrill be bound to perform in strict compliance with per to standards.(ell sh¢ets) ,7 manufacturer's specifications and/or recommendations. 2.Create alternate framin9 Plan for unit with roof trues,,. 2.Created aternabe framingtwit rrdf trusses.(900) 4.01 SECOND FLOOR PLAN / 3.Create rnw foundation plan Using steel beams In basement. pen for ani o P anti The general rules end typical deteps apply ihroughof the 3.Created new foundation plan ueun9 steel beams N'oasement.(2.00) 5,00 ELEVATION�( r4 job ue,ess otherwise acted or ahowa. 5.01 ELEVATION#1 W/OPT.BAY WINDOWS E i W d 3 Disarepanees: The cootmatar anal compare and aaordine!e 5.02 ELEVATION aat W OPT.BRICK all drawings;when in the opinion of the contractor,a discrepancy R / N a exists he shall promptly report it to the Architect far proper adjustment 5.03 ELEVATION�2 o before proceeding wit„e will p-r d res? �� S,/ 7 es BUILDING CODE ANALYSIS ~ ' 4. Omissions: In the event certain features of the consUutlion are net roll nova on m,drawings.thau,¢onew¢tion ball be of � � 5.04 ELEVATION$2 W/OPT.BAY WINDOWS o d r s 9 USE GROUP' R 4 5.05 ELEVATION#2 W/PARTIAL BRICK to same cthmacbs,os far similar conditions that are prw ar noted. 5. A6 work is to be performed m o professmnm manner and r HE 6 CONSTRUCTION ARE 0.A55' UNPROTECTED MAXI 5.06 ELEVATION#2 W/BRICK n accordonce with standard practice and c sbment with manuf.bisrs N /� HEIGHT d AREA LIMITATION' 2 STORY mAAlmuet HST 35 FEET 5.07 ELEVATION }3 and supplier's recommended reed al procedure /Q �j�/�G, ��/( EMERGENCY ESCAPE' EGRESS OR RESCUE WINDOWS FROM 5LEEPING ROOMS 5.18 ELEVATION#3 W/PARTIAL BRICK f' 6. Omens ons shop be recd or calculated end never accred. J SHALL HAVE F MINIMUM OF 5.7 50.Fi. NI dimensions are to the ,,on unions noted otherwise. Al drawings 5.09 ELEVATION 13 W/BRICK are at 1'=4'-0'(1/4"=1'-0')an!,.noted otherwise. GARAGE/HOUSE CEILING/WALL A55EMBLY''1/2"GYPSUM BOARD OR 518"GYPSUM BOARD IF REQUIRED-WALL 5113 EfIFYI (ICEILING l4/20 MIN.GARAGE/HOUSE DOOR.. r NCR rf/FaunDnrloes /G/ice/ r yy/ 6.00 LEFT AND RiCHT SIDE ELEVATIONS Ca / INTERIOR STAIR PROTECTION' (I LAYER OF I/P°GYPSUM 80AR0 t0 ALL SURFACES IN ACCESSIBLE AREAS 1. The cencreto properties spall be os follows: �` V 6.01 REAR ELEVATIONS DESIGN LOADS' LIVE Low Flooes: 40 PEP 2t'ca 'S a_ Min.aggregate 7.00 BUILDING SECTION tem s a 1 SiroSlur+c //'' / LIVE LOAD:FLOOR 35 AREA (h11N.TOP CORP) 7,01 BUIIDLNC SECTIONS Footings 3000 1/2-1 4°(+/-1) �/ / (• DEA LCAD FLOOR AREA 12 PEP Slab on 3000(IM) 1/2-1 4'(:/-1/2") /-` ,Q ��e e DEAD LCAP ROOF 17 PSF(TRU55E5) 8.00 FLOOR FRAMING PLANS-OPTIONS go" 3500(EXT)GARAGE DECKS 40 PEP Wells 3000 1/2-1 I"(+/-1/2') WIND LOA.18 P5F 2. Concrete work shall acnform to all requbemenls at ACI-318-89 STAIR LOA5=40 PSF 8.02 FLOOR FRAMING PLANS-OPTIONS aro Aa 301-72,spedfia n;dra for structure,concrete far buildings. SNOW I=35 PEP 8.03 FLOOR FRAMING PLANS 3. All mimarceal anahon halts,pipe sleeves and other inserts doll be positively secured 1n place before concrete m placed. 8.04 FLOOR FRAMING PIANS ATTIC VENTILATION' 2099 S.F./300=1.00 5F REQUIRED 4. wmide 95%Bma backf6 compaction at nt nd. at all slats 8.05 FLOOR FRAMING PIANS and footings. Backfill ti be at approved material. RIDGE VENT=12 L L.F.X,085 FREE AREA/LF=4,76 S.F. 8.06 FLOOR FRAMING PLANS 5. Reference foundation notes for reinforcement requirements. SOFFIT VENT=120 LX.045 FREE AREA/LF=5.40 5F. 6. Tool edge of control joints and at slab to well joints. TOTAL:10.16 S.F. 8.07 FLOOR FRAMING PLANS AI exterior alae-on-grade concrete stroll Dantean not less tnaa sr. 8.08 FLOOR FRAMING PLANS r more than 7%air entrainment. 6LAZIN6� vin R value=2.05 orunae,. MINIMUM R-VALUE5 OF OPENINGS' AV124 m R value=130 8.09 FLOOR FRAMING PLANS I. Footing depths are shown on the sections unless otherwise DOORS Entry R Value=14.97 8.10 FLOOR FRAMING PLANS npfea,Postings shall beat o minimum of 1Y role original 560 R Value=L5B 9.00 ROOF FRAfAC PLAN-CONV./TRUSS undisturbed sail and a minimum of 24'below finished grade 5KYLI6HT5t R Value=3.57 36.-Frederick Co.Ire.A Horsham Township,PA;City of Frederick,NO and Nd; 9.01 ROOF FRAMING PIAN-CONV. 42'-RhodeIcland;48'-Mass.). Where required,step footings to ratio of 9.02 ROOF FRAMING PLANS-CONV. i 2 hadromal to 1 xertmol. 10.00 TYPICAL WALL SECTIONS 2. Where canditrons develap requiring changes iniVOLUME CALCULATIONS' EASEMENT 12255 c.f, such changes shell be made as directed by the Geotechnical Engineer. FIRST FLOOR 4996 a.f. 11.00 STANDARD INTERIOR/EXTERIOR DETAILS 3. sail mwesfigarlon and report: al spite work,compaction sELouo FLOOR 15206 e,f. 11.01 STANDARD DETAILS F.J and supervision shall be done per recommendations of soil GARAGE 4570 a,(, nvesbgatkn report. Concrete slab and footing caloulollons are based ROOF 12209 a,f. 11.02 STANDARD DETAILS Ion a 2000 psf varve If the site test borings indicate lesser vetoes, TOTAL 59238 c.f. 11,03 STANDARD DETAILS notify Architect so that necessary structural modifications can be made. 11.04 STANDARD DETAILS C • OPT.FLORIDA M8761 cS.RAt. 4454 cf. 11.05 STANDARD DETAILS i LNmder craae 12.00 STANDARD FIREPLACE DETAILS 1. All joists,rafters,and headers g r be,unless otherwise 4.00 MECHANICAL./ELECTRICAL SYMBOLS&SPECKS anus,Hem-Fl /2 with to following minimum allowable stresses and moor elasticity: 14.01 BASEMENT MECHANICAL/ELECTRICAL PLANS Extrextrs elasticity, fiber stress: Fb=850 P9(Repel.member)a. 14.02 FIRST FLOOR MECHANICAL/ELECTRICAL PLANS Comp t°'n pe Fe=7O P51 ABBREVIATIONS 14.03 SECOND FLOOR MECHANICAL/ELECTRICAL PLANS C compression perDenamumr m grain: Fa=40s PSI o. Maddo,of eladiddyi E=1,300,000 PSI 15.00 OPTIONAL SUNROOM 2. Hem-fir may be substituted,substituted species Shall meet. AB. ANCHOR BOLT GA. GAUGE REF. REFER TO REFERENCE exceed requirements noted dome. AFF. ABOVE FINI5HFLOOR GALV. GALVANIZED REIN,. REINFORCING,REINFORCED 15.01 OPT.FLORIDA ROOM W ADJ. ADJACENT/ADJUSTABLE GL. GENERAL CONTRACTOR REOb REQUIRED 16.00 DPT.FRONTLOAD 3-GAR GARAGE 'FI SPF stud grade properties(2 x 4 Dr 2 x 6) AFT. ABOVE FINISH TREAD GEN. GENERAL RMS. ROOMS d=676 UM psi ALAL UMINLLM GYP. GYPSUM R115 RANG=_ 16.01 OPT.SIDELCAD 3-CAR GARAGE -v=70 psi NICK ANCHOR GL. GLUE LAM RD. ROUGH OPENING 17,00 OPT,WOOD DECK Fci=425 psi ANGLE R. P15ER C 6 Ra. ARCHITECTURAL PLO ROUND 17.01 OPT.WOOD DECK W/FLORI R . E = 15200,000 psi P AT WIT. iciptHARDWOOD 5C. 5AWCVT t)rJf7AT10r.I WOOD ENGINEERED FRAMED SYSTEMS HOR2. 2�FZ.. 17�F V hA7l5iWr•tf y�,,,A�.'� �� Truss Eugmms show design intent only. TfL's$manufacturer f0 BD. 80180 IF HEIGHT SCHEM. SLNEMATIL BLOC•. BUILDING NORIZONTAI,HORIZOUTALLY ''4 rrLlOri erify all spans,dimensions,pitches,etc.rind submit shop &OUR5i F SiELF BM B'_AM IfOR. HEADER SIT. SiEEi 4'�FI,,00 yl if ("�T 11..�(/CrAjL,Mw.rs�'� 1 n drawings prior to fabrication. BLKG. BLOCKING HB HOSE BIB 515. IT41NLEII STEEL 1 0' 1""' � ti� rA'•'r� �L 5 Nym� Floor Trusses BRO. BEARING I.D IN51DE DIAMETER 5% STEEL LLSS 1. Floor Vuases:pre-engineered trusses. Floor truss BRK BRICK INGR. IN OROU49 STRUCT. STRUCTURAL menufecturer to supply shop drowings and erection drowire,SMD drawings BSMT 5P5EMEN7 INSUL. INSULATION 5V5V. SJEPENSION s tie sealed by a prcfessioncl engineer registered In the INT- INT'ERI'OR 5330 SLIDI C(A5c DOOR ��oA, C.J. C017ROL 1.5. 1NSIDELGRNER $D. �tiARE REVISION TRACKING go Deming jurisdiction. 6 CENTER LINE 2. Floor Trusses shall be designed to limit deflection to L/480 EM.U, CONCRETE MA50NRY UNIT JT. JOINT 75 TONS L BAR IDT live load and for a dead land of 40 PSF+16 PSF. Rooms consisting. COL. COLUMN T&6 TONGUE AND GROVE Q 12gm NOTE5 NLQ DATE NOTES K' of d'durenl lengthy the deheclion of the shortest span shall govern. LONL. Car KS! KIPS FER`AVARE INL'r. TGS TOP OF GRADE SLAB the shortest span shall govern. c0N0. CONDITION Tfw TW OF FWN.FOUNDATION WALL 01-121 OB/21/01 UPDdTE D!S �-a 1-built • CON, CON5IRCONTINUL ION ii:WT' lIGh04EUHr TYP TIP AL Q� mY2Ya 1. I-'ai5l Pre-engineered 'sis.I-'Gist manufacturer to supply LIGHT T TREAD d . 1 s la' 1 ppr 60 COUNTERSUNK LT LOUVER TR TOWEL ROD �€ engineering calculatiaas sealed by D professional engineer registered asrsh Go. CASED OPENING L.i. LAUNDRY TUB iRPL TRIPLE did in the gpv¢rning judsdiciipn,Connections and details shall be as shown CAN CERALEVER JTZ, on plans. L.T. CERAMIC TILE MAS, MASONRY U.NO, VNLE55 NOTED OTHERWISE '�J3 adz 2. Floor I-'oid shall be dos'ped to limit deflectkn to L 480 CCG. CEILING MFT, I 5 / Lr. CRO'MJ f1mv MAT. MAX U'M VER i. VERIFYIN �i�3��itt N� for five loud and for a dead load of 40 PSF+12 PSI. Rooms consisrm9 LR. CHAIR RAtL 0) MEONM DENSITY OVERLAY V.IF. VERIFY IN FIELD a of different lengths the deflection of the shortest span sha7 govern. MELH W 1'A51ER MECHANICAL WITH the shortest span shall govern. D DRYER MIN. MINIMUM W/ WOOD Roof Traress DBL. DOUBLE WWF. WELDED WIRE FABRIC PENNY M 0. MASONRY OPENING w' 1. Roof trusses: Fre-Engineered trusses. Rod!truss manUfaCturer to supply DIA DIAM.E7=R MIL. METAL WO OR 140 WALKOUT snap drawings and erection drerrngs sealed by c professional ery.T•.er registered D IR. DIRECTION WNOW WINDOW Ar in the governing jurisdiction.Connections and details shall be as shown ON DOWN R.I L. NOT IN CONTRACT OO DR. DR IN15) NOT 10 SCALE on plans. O1' P15H WASHER OL. ON CENTER 0'w'G. DRAWING DOPER, OPERA7pR Ds. Nallor D,N5. OPE GRO- F/N/SHED 0 Ek EACH OPT ORIENT L �UAREFDOTAGES �UAREFDDTAGES EA EACH DzO.SB ORIENTED SiRAHO BOARD DRAM BY: E.J. EXPANSIOrJJ01h'i . ouNLE F/R5TFlG%O.f /649 F/RSTFLOOR /649 ELEL. ELELTRILFL UP ONE ROD SECOND FLOOR 1179 SECGNOFLOOR /679 ELEV. ELEVATIW I/5 ONE 5HELF .. Co. EQUAL ae'G�TOIAC 3T?B 5d9TOTAL 331$ D^� EOUW EOUIPMENi PL PT OPT F/NL`,v/ED 6.`z1fT 4/6 RR'No. GATE EXP, ExPAh510N BD FARE BOARD 'L. FIATS GARAGE X64 Rc...ROOM 550 Ol-l21 OB 21 Ol ee. EACHX76IN END PNL P.EL A EN7 /4 5T(/DY /96 / l EE. EACH END PWD PLYWOOD TOTAL 1N0 CATH 54 PIC FLOOR COVERING CHANGE P' PREFABRICATED FD. FLOOR ORAI.N PR. PAW STORAGE /74 09 NUM9ER FON. FOUNDATION SOU' PROJECT/PROJECTED POUNDS PER SO.Nd. .L F51 I.R.CR. FLOOR p5F FO'JND5 PER SOFT. TOTAL ff9f FP FIREPLACE FRP.T. PRESSURE lREAiEO . FIRE RATED A1214TB ,RM FRAME OUAO. QUADRUPLE OPT FLGR/DAI - 140 FT. FOOT, OPT.:UN,RODM 764 SHEET NuuBER FIG FOOTING - TOTAL BI! 1.O 0 co-CABO.MV rev 05/05/9 8/30/94 ABBREV © COPYRIGHT 2001 Pulte Homes OF P� _ FOUINDAIION.PPFIGfiAL '^ O 6 S'pn MASONRY FIREPLACE IO'-b" 21'-6�" co i— 25210 H 26210 DN !'LI B 302E / p fe SH x 10 W/ ————7.51 —— , e 2J.1g EE. —7.01 2,),15 a EE. _— —— —T-._-- r heti U7 C' r -- __ _________ __ _______________________ --------------- ------------------ _ I.REFERENCE PRODUCT {-_I I U i.F.W 5PECIFICATION5 FOR DECK 3'-B" 512E AND LOCATION LOC 1t ATION.DO NOT SUPPORT WOOD DECK NOTE W H FROM M. CANTILEVER FLOOR F—+ 5Y TEM. REFERENCE THE FOLLOWING SHEETS FOR ADDITIONAL INFORMATION 3.PROVIDE GRAIN TILE AROUND ON PLAN OPTIONS' PARTIAL FOUNDATION PLAN - DAYLIGWT 535MT COND �`' Q> 15.01,E 15.02 FOR OPT.REAR FLORIDA RM W w PERIMETER OF FOUNDATION AS REO 0 AT APPROVED 0" GEOTECHNICAL REPORT,RA � - 4.PLUMBER TO VERIFY O 5 I�� O LOCATIONS FOR ALL RA/l fWR Q' B WATER CLOSETS FOR ANY VARIATIONS 62'2u FOUNDATION a OPTIONAL1 MASONRY FIIIC'10 14'-bZ" Ti-0" -- 32661 H A Ra57 Du _ E 7O5C r 6/O D ----7.01 — (v 2 7.01 ry 2 x a w/ V WOW- (v 2 10 w/ 7 1J:IS —__ 2_I5 s EE. 2J.25 EE. E. I _ N r-' ------------------------------------ -- ----------- ----------------- UMP U O_O i.F.ry. L£1wF OGPON _ W .H. PARTIAL FOUNDATION PLAN - WALKOUT GOND KALE:I/4",1'-O° SID.I- ATION OF RE OPT.PRECAST EIBW/ UND 40"MD.N FOATION WALL bptp" REF.DTL.A-3D0. FOUNDATION-OPTIONAL MA5GNR7 FIREPLACE --------- F7 -_-___-_ 1.01 . Ii- _ �I t _ 7.01 ------- �c ---------- - ----- ---------- --w°%,2''------- -------- ---� 1 LUSH J SE: T.F.W.T-R' - L. ——_0 ' — ——LFYl.7-5' J C J BSHi.YAW-SES SNIP P P I J x N F'XW/TOP oCaFON W'AD- v "' CHIT®w/o coNo. W�kL TION wP Lo oN I 3D"Y IY BE'Ai.WDW-SET I 30'F 12'SSVT.WOW-SEE FLUSH W/TOP @ K WALL- FUS'W/TOP TOF FON WALL- FLUSH W/TOP OF FON WAIT- Ll L w �� OM,Ii 0 W/0 BOND. OUJi 0 W/o CONO, 04B 0 W/O ONO / D'-D' MOVE TD SDE of SUNRocN 3"S x A ADJ STEEL COLUMNJ ON STEELICA COLUMJJON gTEEL1COLUMNJON .F W.7' SMi P—� ST COLUMN W - GA 1Q0➢ G O r4' 4"x R° 24 x 24'x 12" 3E k 3'o'x Q 36'k 36"x D" Q O u C RETE FOCTINFa o C CONCRETE FOOTING CONCRETE FOOTI' CONCRETE FOOTING .. - W/(3)5 El.' W/(3)7'.S E.We. 15.W I 19M TI.Tn TI-q2n it-.In _4" 6i-pu N c POINT LOAD OM ABO POINT LOAD FROM ABO \ UNFINISHED BASEMENT '1 I I �---7' N '4— L _ IJ_J W� � (7K�, -_—_ -- —r 101 SEAM d SILL LOC BEAM I SIL LOCATION L J BEd'' _ (7J 1 3_/a"x 111_/5"_ I �nK O IfIIK) -----� -+----- -I-T -I— i5aK--- ABOVE 1.55 ___ ` ______--__—CLABOVE "� Q3' NOTE: `4 � o �4 61 i4AlES ———__ 1 —_ —HIGH — —————— CHAcc L36 4 31 COLUMN BD.t0 UNDERSIDE 411'x it GA ADJ.—l' _ A (2J 3 1/1".x ICA ADJ. n CHASE HIGH _ , g 'x �'T PROVIDE U2"GYP. STEEL COLU•M ON 7'55 36,EL COLUMN ON F_ — -1_5_1_ ] I E 1 of } R51DE 36"x 36'k 11" 36'k 36'k UM m� I` •'� --G—1 ———— CONCRETE FOOTING _ e W I. W/(3)'S PWB. RT, T ON OF STAIRS AND CONCRETE FOOTING I CANCREiE FOOTIW H.o a 1 I B 1 - a 24'k 2 R" WALLS W/FIN1514ED W'/(3)15 E.WB. I W/(3)x5 EWB. 5 W 1 1 I B EDF' BE 1 o M 22NCR TE BASEMENT CONDITION, o TA Q V II X V V V Y W ODE , Lrx��F..l 2 5yryy„q f6h4 FOOTI -/ <8 mss J c / R I nR OF PT.B 1�s=----- O7-8o /� ATH 4 NUSn/TEP. w-SET 9 e st f.RA1f_BEAM li'_._... I 'i.F.Yl. ' I.,..._...__..:.. ROUGH-IN INC T.0, N RAIL " CHIS 0 W/0 COND. WAP_ nS � 30'%12'BSHS.WD I I I OPT.BATH 16iB°DEEP w/.< 1 111\'k1 1 a v oP I s (5 DEET MOT TO 905 ON B'JN403H I A REW.REO(_") Ili j H t1_7 w "•• js , T.F.W 7'-a'0 B'BI _yam I 3.05 I 'r�•.� 5 - -- I TFS s'-l0' Al lid GARAGE1 -E%CAVAiEO '� _Nry . T-° aLOW ; H o 0 GARAGE 5 s I 3.00 ���SUB W/fivawH�yN ----------- ---------- - -------- ----- -� �3 � � I UNEXCAVASED 3.W I ---- �5 PACTED�D _ 2 &�9)ING ---_ ___- rrs E'-1o'®B'�HT. I I I I ___-- F I I I r--__-- COM + HGH 3 CON c.ETEE SLAB WWAr LOW siuc 0 B r YER CMILPDiYAND I cR ' -. 10.00 3.00 PART.FOUND. PLAN 3.00 7.01 W/ OPT.SUNROOM. 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FROD.SPECS • � L00 II SIDNG-REF — PROJJCT 5FEC I OFTCNAL BAT L_L_J_J L_LJ WNDOW — FRonce GUARORAI! DELEff'NRN a'floNAl DER ----------------------- APPROx FINISHED GRADE II II � II II � II REAR ELEVATION - INGROUND 6A5EMENT CONDITION. I II II I I SCALE aw'=II.Ov I I ----------------------- ----- O _ 4 [—.i SIDWY-REF �j- PRODUCF SPEC O.Tal wwow L BAT — L-11 L WNbOW 1 'EEc _ f PROM:GUARORAIL it I OELEIE VAIN OPTIONAL RR �� yy SoN ® u� �IFFF FIFT1 F-1 Tl �� Big GRADE FN'SED ..wobia> ELEVATION- WALKOUT 6A5EMENT CONDITION. REAR �j ———————— �� ciivla LLu —� N016 pRANN EY: au ulNDcw PROLEcnas � —1.—LJ �� LJ R— ARE FROM FACEFRA'E WALL, KHPTIO OAL BAT -- -- - -- LLU ALL ENRr DOJR Ja`0: a DATE:6/2e W'N90W _ SHALL HAVE EXI- ED b _ P.ROvtDE-ROiAL JAI'M W!ERIC K V"DEER fiEV No OAI • _ _ DELETE WIn:OFVAL 7 K PROVIDE ML F!ASI 01-121 08/21/01 ABOVE ALL,WNDOWS. OOR -------------------------' 4 CAFITAL. R—v .RNG J06 NUMBER �IH—H REF.TYPICAL WALL ST CIGNAL L—L_LJ SHF.10X FOR ALL N ORATION 40 --�. AFFizox FNisVED AT ON NDEs § D1214EISR GRADE RF..F!WR PLANS A47 SHY.IIDI FOR SHEET HUMBERR5CALEEAR ELEVATION ENGLISH BASEMENT CONDITION. MERIDR TQAND NFORPoATIR4 O.II.O° _ R--Sf--71O'" 6.01 _ ___ __ __ _ _ _ __ FLASR;6 NFOCYIATD ------------------------------------------------------------------------------� C' COPYRIGHT 2001 Pull 4—es D . � o0 -------------------------------- �o ————————————————————————— -----------------------_ FIELD FRAME -- 2xbri6'O.O. T' 44 N bET RR+16"AFF. W DOE z LINE OF ROOF FRAMING REFER.���. HEAD RO, O �RCOF FRAMRG PLANS.��// M m P 10.00 _ p 4 Zy m I I 53 21x6rELD�p4, O 9�-bu BI�RVVI I 'n IG" 15T 0 10" 2":II' ANDIW 12 SET FLR 0 4FF. �❑ ' 7 T a 0" FL 5YST REEF AMRG AN o o I o FL SYbi REF:R 1.RAN I I = PWDR U LL LIBRARY a LIYINCs i T T r 2" 00 FOYER 1 - _ " II Ll u I - i I 3-3 IT m 10°.2" p i IFLOR 57 R :FRAMI FL _ R 5TSTt REF:RAM-PLAN I KITCHEN _ 1 0 I Il2r 3'•4" IA T O 10"a 2":II'-10" b - BASEMIM m w BASEMENT _ LANDRG a0 3'-3" 1 T m lay,2��•6'-G�� p i g w C I ------------------------ 1--------- --------------- -------------I-- I BASEMENT PRONDE DAMN OILS ATIllNO - "" - PERIMETER OF FOUNDATION --- -T -- m ' AS REOb.BY APPROVED � o BIIIDING SECTION A-A cEDTfcHNICAI REPORT o.ao BASEMENT SCALE:V4•I- — • ~ — LdNDIZ 4 � w -------'-- 1—'— -`------ 5T r 10".2" 3i-2n 4'-4u LANDING �§ 5� STAIR SECTIONS Ag SCALE:14'.I'-O' s b mss sipgp t 64 on6A ZZ C _ 6Eg��s��Fa 77 0 STD.MIRROR LENGTH' CENTER FIXTURE DRAWN BY: ABOVE MIRROR WIDTH 6 MIRROR•VANITY LENOTFI MINUS 2" CENTER FIXTURE o VANITY LENGTHS OF T OR GREATER SHALL INCLUDE KNEE5PA6E OPENING NOTE' TUB REF.PLAN o 5H R ABOV MIRROR Kli -_----_--1 C I 1 SETIB"WIDE TOWELARAR4 ALWAYS CENTER LIGHT ABOVE MIRROR R56ARPLE55 OF BA51N LOCATION FIX.ON TOP S 33"6 68"AFF, ML SET LIGHT FIXTURE ON TOP OF MIRROR Or MIRROR 30" n DATE:B/fB/0l r SHOWER HEAD VE SHALL ALWAYS INCLUDE A BANK OF DRAW RS MINA "ABOVE VANITY TOP kEV No. DALE ON WALL BEHI NO MEDICINE CABINET IN MASTER PRES51NO IR/IS'LOSE7 541ELVE5 8 68°A.F.F. MIRROR 2R/25�L05Ei 5HELVE5 8.2"G 84"AFF Ol-12l OB�21�0, OIJ VgNITT OPT.MIRROR LL DECORATIVE LOCATE TOILET PAPER H'OLOER 924"AFF, SET MIRROR MIRROR� TB LOCATE LIGHT FIXTURES E VANIT155 6 1'0 AFPF v TB ON VANITY (`la F L MIRROR TO SET ON TOP OF VANITY. doa NUMEER ' I 1 m ItIDp p/4 MIRROR TO START AND END$I"FROM DRYWALL HORIZONTAILY Iii a a E CERMIC TILE COURSING 4 I/4" 6" — — u. 12 .0 `£ ^_l T SNOI'JER I � P Tue 15 to >� El?I45E NTSKB TB T SHEET NUMBER co �o El VB36 ,�— e V5030 VD24 VB030 7.00 TYPICAL BATH TYPICAL ELEVATION TYPICAL POWDER ROOM_ TYPICAL ELEVATION TYPICAL MASTER BATHROOM PLAN TYPICAL ELEVATIONS 17,=H0 3/8"=P0" 4=1.0 3/8"=I-O" 4"14' g"-b0u © COPYRIGHT 2001 PUIt Homes 0 �m 9'-1 I/B" Q zs I-Tj I I � I D I I 1 ® � I I I I I i I �qy I. I 6R®1 11/I6"=3'-10 I/B" e 7 39/64"=5'-O 1/8" ® ®N rd O 1d: 13 _ _ ----------------------------i A 14 R e 7 II/16=B'-H 5/8° 16 R o i 39/64", 1 3/4" ' ---------------------- ---------------- ----------------------------- I ii - m �Ag tH u \m I I ' I I I — I Am S L d 13/4" r _ _ _ MUMM —_______ II II II �� 7700 'e II W LAII ` 6'-4 3116° D ®U-1 J Hilos� I I Ire LJ-p II II II X11 � II II II II II II � 7070 I I II II II II II R'-b 3/16" ; s" 0 0 5 0 o s IU o r z 1 t s o f 2' r f s o t Y0 i• z nk 1/4'=1•4 nL. 3/V=I d %4L 1/C=f-1f SL/lf. 3/4'=1'�f SML- P=f4 mu. 11/7=I•-0' ACERE THAT DAM W IGS KRHS E P U LT E NORTHEAST AMAY1HA7D UMS 5MECL»WTIHLAWSOFFHYNE.N� u1 WELLINGTON - 1999 �" I AN A 017 DCEHSDI D@15FD NiOH7ECi UIDER THE LAWS 6>M FOLLOtlpNC . � amamcilars: DELAWARE 6169 RHODE M-MD 2354 �. o m NEW' ND 7745-R NASSAO6155EM 9a57 10302 EATON PLACE, SUITE 180 S CAROSEY A044177 VIRGINIA 6718 CONVENTIONAL FRAMING FAIRFAX, VIRGINIA 220:30 S CAROl1AN 04417 N.CAROIINA 6362 PENNSYLVANIA RA-015166B 00 LPI JOIST HOLE CHART T U� W0 �zzz � �zzz � it r�1 Cil z> C W< 23'.011 1 1211 O.L. r 3 110/8"i-PI 20 NOTE OPT 'EL D xli ADD(U 3 I/7 x li 7/B v! � in d APD:HAN;ER5 4-POJ`.17731198 or 17771198 2 EE9 '1A1 lel - a / 10 22' 20 iLw,- SSW& W. a Mw z13 V✓ 5 ., DROP ED 0 M R F.FD PLAN �ioaimrar DBL.e SINGLE HVAC 5Yr5TEM USE LUT OUTS FROM 20 IJ015T5 �• eT _ a��`ao�� MECH.CHASE;OPT.SINGLE HVAC 5Y5TEM DELETE MECH LHAS�EHVAC SYSTEM ADD:I-JO15T I e P ADO:HANGERS 2-PLS 17731188 or ITTZI1 ADD'HANGERS 2PL5 MIi311 832 or MITT 11802 5 j 50UA5H CLOCKS PN � �' O MECH 6HA5E e DBL.HVAC 515TEM 4' 2x4x -I5/(6 2 5 5 36Pcs MATERIAL LIST FIRST FLOOR WALL MATERIAL L15T ELEVATION5 2&3 w - 5 1 8 LPI 20 26A J015TR x1118 LVL 2@I-I@31@4-2@1-2@82@ 35101 N ,� @8 II@16.18@20'5@22'11@32'2@ PI B x11-1/8 x12 056 RIM 60AR0OR 2 PL5 FE I HANGERS SIMPSON 13-PCS NOTES171311.88 or ITT211B13 ^� ' § >•� I.REFERENCE PRODUQ 2P65 MIT31 L88-Z or MIT211,882 �� m SPELIFILATI0N5 FOR OELKsg SIZE AND LOCATION 5 2.00 NOT SUPPORT W000 DECK FROM ANY CANTILEVER FLOOR g SYSTEM. 3. lls PLUMBER t0 VERIFY DRAIN - LOCATIONS FOR ALL TUB SHWR a.S z� B WATER 605ET5 FOR ANY ` VARIATIONS. A, s NOTH;1" I77 1ST 7-,,B, AN BE MOVE' yy A MA%.OF 5pFF CENTER �z za E.G.,1921 24.2'-141'-192O.L.) o� n� ,0 FI RST FLOOR FRAMING PLAN - ELEVATION0#2 & SCALE=11411=11-0'1 11 0.6.U.N.O. II 11811 LPI 20 goon @ 19,2 LPI REV1510N5 DATED 05/22/02 6Y OBAD'Jc ORAMN er. LPI REVISIONS OATEO 04/03/02 6Y 05AO J6 LPI REVISIONS DATED 02/18/02 6Y ORAD DAIS:BIm101 1-1/B'OSH RIM JOIST-FASTEN TO EACH FLUSH LVL or STEEL BEAM — qEV No. OAIE FLUOR JOIST USING 1-IDd NAIL PER FLANGE REFERENCE PLAN 61_121 99/21/92 JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2,4 SQUASH BLOCK CUT t/f6'TALLER THAN THE B x q SQUASH BLOCK NOTES USE VEB STIFFENERS WITH 2-ROWS BATA AT 6'11/c INTO FILLER BLOCK DIE.'TERIOR OF BEARING JOISTUSEUNDER FLGCR 3/a'OR]/B EACH SIDE I EXTERIOR IF REQUIRED BY THE HANGER 7 OSB REINFORCING EACH SIDE-FNSTEN 10 JOIN DOUBLE SI-JOIST BY NAILING THROUGH VEB DECK LOCATION WITH 2-ROW Bd AT 6'11/c INTO FILLER BLOCK OSB$UBFLCOR MANUFACTURER EACH FLANGE W/IOd NAILS 2 6'11/c STAGGERED NATE USE WEB FILLERS L WEB JOB NUMBER 3/a'OR]/0'OSB STIFFENERS IF AN0'J REQUIRED BY 3/4•CR 7/0'CSB OSB RIM JOIST-FASTEN TO EACH I I-JOIST ON END WALL 1-JOIST OR RI BOARD 1-1/0'OSB BLNO.PNLS. SUBFLOGR� THE HANGER MANUFACTURER SUBFLOGR l t-1/e'OSB BLKG.PNLS. BETWEEN EA.CANT.I-JOIST FLGCR JGTST USI G 1-S.-NAIL PER FLANGE 6ETVEEN EP.CANT.I-JCIST I 6' GI2141P95_19_2 3/a' D/ OR 7/0'DSP MAX, ❑SB SL'BFLGOR� SUBFLOUR _ SHEET NUMBER NOTE,USE WE STIFFENERS IF R1M JOIST➢EPTH SAME U J 16 24'MAX. USE CONTINUOUS NOTED ON LAYCUT AS FLGOR-GIST DEPTH o MA%. CANT. FILLER BLK. NOTES USE DBL,SOUAS'H.BLOCKS TOP MOUNT!-JOIST HANGER SHOWN *A 'JSE FILLER BLOCK \\ WHERE HANGERS ONLY IF NOTED ON LAYOUT NOTE-USE FOR JOIST 16'DEEP OR LESS FLUSH BEAM 24'MIN. AT A.LL ERG.WALLS 6 BEAM UNRE]NFORLEO CANT. PRE USED 1J U CQPYRGHT 26G1 FU HO/n ES OF US OR]/B'GSH 7� SQUASH BUCKS 8, RIM JOIST-BAND W/ SQUASH ELKS. RIM JOIST DEPTH SAME SUSFLOOR 5, DOUBLE I-JOIST 6, DBL I-JOIST @ BAY Y AS FLOOR JOIST DEPTH 4, REINFORCED CANT. 1NDTEUSE^gF°RJOIISTEEPBAND 2, RIM JOIST-ENDWALL 3, CANTILEVER RILI --- - - ---� ---— ----.-- _— ' LPI JOIST HOLECHART GO 0 aaa _ "o <4�Z. - 0 Q'z zz ;o 111 U)Q, uz ZG Z. o El,) P � o C� 10 511 0 121 C. 117/8"LPI-20126A E 192°o/c N N - N arT�l NOTE7?BAY WIND.OPT.INSTALL - KIT LIGHT LV77 L 8 NANGER50VER OPENING _ /� SEE OPTIONAL MATERIAL LIST. I II �f II f NOAP TE'A BAY WIND.OF INSTALL F H LVL OVER OPENING izR ^ll I rte' SEE OPTIONAL MATERIAL LIST. _F a� as i 6I 3 6 II''J 2z c I IL r ww u�=J to 201 1 1 161 I[,= 30' 321 16' _ 32 ❑ .F i F p 2xL I�_Md flr^rlFi 201 I IDM p(, 1', I I 13-1 % G'FL SH LV 151 ^1 P g w y g \� R ?E B_ F 'I 1 I-3/ X 16"FL 5H LV 151 / G° m o.- �� It BRG. LL BRG. ALL ORO E_D B 1-R F. IzEIDA � g>Fwzq -- G.IN L —_ _- ------ ERG. 'ALL 2 m a g x Js' H< 1 II o L�rc�p�r;oa< MELD CHASE B OPT 51fY15LE HVAC SYSTEM AODM-JOIST2916 15T 7 p 20r> a4iylF'��� T" RG.W LL 2 1,1 ]NOT E'A BAY WIND.OPT.INSTALL r �= LVL OVER OPENING- _ Qn – – SEE OPTIOtJAI MATERIAL LIST. � MATERIAL LIST o '.. 12 a 2' S SQUASH BLOCKS ELEVATION5 2&3 11 1 2x4x11-15 16 H-7/8"LPI-20/264 I-JO15T T' 32-PC5 2@I -1@2 -7@3 -2@4 -3@9 rF SECOND FLOOR WALL MATERIAL LIST 14 @ I -14 @ 16 -4 @ 19 -9_9_20T v `� rL�VATION3 @ 30 16 @ 32 -1 @ T5'-- 3-1/2" 5]3-1 2"x 9-1/2"LVL 18 x11-7 81x12 050 RIM BOARD 1 OROPPEO BEAM REF.PIAN 4 @ 81 10'PCS e C a DOUBLE 3'I 2 x 11-7 81 LVL CONVENTIONAL1@15 -2@20 7 3-I 2 x 9.1 2 LVL HAN6ER5(SIMP ON I @ 16 34-PCS ITT311.88 or ITT211.68 � ^� 3-1/2"x 11-7 8 LVL 6-P65 MIT31I.86-2 or MIT211.88-2 N NOTES BAY WINO,OPT,INSTALL NOTE'?BAY WIND,OPT.INSTALL _ @ 4 LVL 8 HMGEftS OVER OPENBJG- LVL 8 HANGERS OVER OPEN LVG W 3 GAR FRONT LOAD GARAGE ' $ A - SEEOPT1DNAl.maiERIALLIST. SEE 0P7101JAL MATERIAL LIST. 3-12x9-12 LVL log 3 C I NOTES' 1.REFERENCE PRODUCT SPEGFICAT IONS FOR DECK ^8 SIZE AND LOCATION 2,DO NOT SUPPORT WOOD FPECK LOOR FROM ANY CANTILEVER FLOOR �" $ SECOND FLOOR FRAMING PLAN — ELEVATION " #Z # 5Y5TEM. SIV / 3.PLUMBER TO VERIFY DRAIN SCALE-1/4'-0-0" & LOCATIONS TERNLL05E 5 FOR FOR ALL �AR m II 7/811 LPI 20 OR 26A SERIES @ 19.2"OC UNO VARIAT1014 NOTE Ij I-J015T CAN BE MOVED A MAX.OF 5"OFF CENTER (Eb..14.211 24.2" 14.2' 19.2° 00 ` LRI REVII510N5 DATED 0403//02 5Y OBAD-JC LPI REV1510N5 DTED 03/28/02 BY OBAD r.7 71 LPI REV1510N5 DATED 02/18/02 0Y OBAD KH OSB RIM JGIST-FASTEN TC EACH 1-1/B'OSB REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE 1-JGIST BY NAILING THROUGH WEB JOIN GOLUILE I-11311T BY NAILING THROUGH VEB 2x4'CLAIM BLGCK CUT 1/16'TALLER THAN THE 1-/8'DSS RIM JCIST-FASTEN TD EACH GATE:B/BB/01 FLOOR JO'-Si USING!-10d NAIL PER FLANGE FLUSH LVL or STEEL BEAM .LOOK JOIST VS.'rG 1-10tl NAIL PER FLANGE 1-JOIST ON END WALL EACM FLANGE W/IOd NAI!S @ 6'c/c STAGGERED vITH 2-RDVS ed AT 6'c/c INTO FILLER BLOCK WIT H 2-REVS Ed AT 6'c/c INTO FILLER BLOCK DEPTH Gf THE!-JDIIT. USE UNDER FIRST FLOOR REFERENCE PLAN .REV No. OX? !-JOIST OR RIM BOARD INTERIOR BEARING VA!LS� 8'OSB BLKG.PNLS, B'ESH HLKG.PNLS. 3/4•CR)/B'^_S3 NOTr,USE VC3 F!!!ERS&VEB \ I� 3/4'OR 7/6 2 x 4 SQUASH XR:L NOTE USE WEB STIFFENERS G1 121 09�21�02 3/4'OR)/H' BETWEEN Ea.CANT.[-JCIST BETWEEN EA.CANT.!-J^_IST SUBFLGGR STIFFENERS IF REQUIRED BY Ea[H SIDE AT E%TERIOR GS3 SUBFLGGRI ESB SUBFLOO_R DECK LOCATION IF REQUIRED BY THE HANGER + 3/4'DR T/B'DIB THE HANGER MAWFACTURER D/4'OR?/B'OSB , MANUFACTURER SUBF LOOR SUBFLOOR-i JOB NUMBER I M 51214 MAX, MAX y G1214LP09_19_2 24'MAX. �k SHEET NUTAciq CANT. NOTES USE WEB 3/4•Ci>/e'DSB STIFFENERS IF - R!M JOIST^_EPTH SAME R!M.JOIST BEPTH SAME SL'BFLOOR 24'MIN. VSE 4'—C FILLER BLOCK FI LERC.P TI NOTED CN CATGUT AS FLOOR JOIST GEPTH 8.09"O(� AS FLGGR JOIST DEPTH AT ALL BRG.WALLS 6 BEAMS WHERE HANGERS NOTE,USE DBL,SQUASH BLOCKS l/JS L9 NDTE�USE FDR JOIST 16'DEEP OR LESS UNREINFERCE➢CA� ARE USED ONLY IF NOTED ON LAYOUT NOTE-USE FOR JE1ST 16'DEEP DR LESS TEP MOUNT 1-JOIST HANGER SHOWN 1. RIM JOIST-BAND 2. RIM JOIST-ENDWALL 3, CANTILEVER 1 4, REINFORCED CANT. 5, DOUBLE I-JOIST 6, DBL. I-JOIST @ BAY 7. SQUASH BLOCKS 8. RIM JOIST-BAND W/ SQUASH BILKS. 9. FLUSH BEAM C COPYRIGHT 2001 Pu Homes GF I C"9 0 0 co co ----- �� E — o . I II II I 2X 4 ABLE.-1 p a END GA E OL. — - 2 WA, 2x b AFtE 5�I" R RI 1 ' 2X RAFt 5+ "OL tlES 32" IX g IES a 1"0 I I I 1x tiES 5'- I • I 2x n IDLE _ --- -- - I I I'i 1 n R GE L— 2 4 G LE 2x R 5• " WAL J T + r I 2x 4 ABLE v I I I I I IIL I I �C I h 2 4GA E Q I WAL w 2r to •� n � � FF AI1E �� 7i� 3 CAR GARAGE SIDE LOAD PART IAL ROOF FRAMINGPLAN a g Bc .,4•;B' ROOF FRAMING PLAN ELEV.1 N � " 2x R V,` y4 0LE s5 5 a 4G g� "OL 2 A.E 16"OL 20 2X�RAF1ERBi TWO G, I I II DRAWN BY'. H 0 REV N. DATE � AMING A Y E 1x10 P L. _ REV No TIA of-1?i oa/zl/ol J06 NUMBER REF 5121`1 H1214RF1 SHEET NUMBER xaG E 4 • . � V goo © COPYRIGHT 2001 Pull Homes • FRONT LOAD COND, ` PARTIAL ROOF FRAMING PLAN•0 J 1,4 pARTIAL RO FRAMING PLAN ENGLISH BASEMENT COND. O I/2"PLYWOOD SHEATHING O O 2x10 ROOF JOISTS � co 16"O.C. /-2x10's 16"O.C. 2x6'0 s 45'16"C.G. 2X6'0 16"OL. 2x6'. Imo"O.C.RAISED l27 1 3/4"x II 1/8"L VL'0 BOLTED H - BEARING WALL AT SECTION OF JOISTS TOGETHER W/1/2"x 4 I/2' H RAISED CEILING ONLY 8x651I&"a ' CARIAG-E BOLTS TWO HIGH I6"O.C.AMLW'z 2x8'0 I6"O.C. U DOUBLE 2x8 2x8'0 16"OC CEILING FRAME 2x8'0 16"OL.NOTC F—j fY a 45 REQ.TO FIT IN >JOIST HANGER z O SLOPED 2x6'.16"O.G. DOUBLE 2x8'e 2x8 BEYOND CANTIL IE VER xB BEYOND C� _ 2x8 CONT. CEI!INC JOISi9 2.PARTITION AT II • HEADER SEE FRAMING PLAN CLOSET 2x4 BEARING HALL 51MPSON HHU212-2TF JOIST HANGERS DOUBLE 2x6 PLATE !ted O (AISECTION OPTIONAL TRAY CEILING re�ECTION OPTIONAL TRY CEILING BUTO FOILT-F2x'0 UNDER LVL' y 901 UNDATION BELOW ' ACTION ENTRY FRAMING - ELEV.2 4 3 A NXPED 901 I II s' — � I L u (i7P (j x 6 L LIG 15i yx 9.01 2x6 ° c4 'o lx4 50 OL PRO E LAI TIR Ir f1 B � f11 x B t.� ZarN B LRG IST (-T,11314 r 9 V L`d 'O 3S (1 x0J fl x8 4 2'-4 G� 15' I/2 15'- I/2' )LCAi CE% JO i 0;6 OL. 2 IT � m 3 m ---- - LL----- - �F <� ---- -- --- --- I �g s PARTIAL CEILING FRAMING PLAN - OPT.TRAY CEILING CEILING FRAMING PLAN - ELEV. I scut:1/4'=V-o" scat[:1/f,1'-0' x B LING OF 7,F .1 DRAWNBYJM NUMBER51214 H1214RF2 9.01 SHEET NUMBER A TIA CEILING FRAMING AN - ELEV. 2 4y 9.01 i SULE.I/! -1'-0' © COPYRIGHT 2001 NU Homes D 4 I"LESS THAN FIN-FIN DIM I'LESS MAN FN-FIN VIM LEES THAN FIN-FN DIM GENERAL NOTES o REF.CHART OF FP.FACING FOR FIN15H DIMENSION a L COMBUSTIBLE MATERIALS 511A4.L - a NOT BE WITHIN 6 OF A FIREPLACE OPENING. CAP F CQ 3 I/2" I'-" VARIES H'-" 3 I(2" 2 X 4 P )UT- 2 Y.4 FLAT COMBUSTIBLES WITHIN 12 OF THE FIREPLACE OPENING ___ (� 3,`,3a ` 2%4 PAD OUT Z X 4 FLAT PAD GUT-- SHALL NOT PROJECT MORE THAN 1/8'FOR EACH I" a 1 2 w FRAMING DISTANCE PROM SUCH OPENING. ---I x 3 OVER 2 x 0 In REF.NOTES - - 2.DIRECT VENT FIREPLACE TO BE IN5TALLEO PER _ w M1IANJFACIURES INSTRUCTIONS. BELOW ®®® - < --E END GYP. .I"BEL EXTEND GYP.50.1"BELOW -FLASHING AS REGO _ TOM OF OUT FR a BOTTOM OF PPD OUT FRM6, EXTENO GTP.BD.1'BELOW BOTTOM OF PAD 0111 FRMG. v� �--� d' 9 - mo _ --------_ IX 3OVER 2X8 ROOF FRAMING REF.CHART OF FP.FACING FOR FNI5H 91MEN510N UFIU +Fi°--� r---i�,5 u y� -_ -_-----_ ON X PAD b HZ _ ___ - FRAMING ELEV TION a FRAMING E{Fvatl(N: " O o _ = FRAMING ELCVATIONLORN9R TRIM T. F'z REF.NOTES — T 2 x<WALL FRAMING In m _ 3 I/2 PAD OUT ASUVE MAN(EL /2H'PAD OUT ABOVE MANTEL E_ '� ` BELOW m _- 2%3 PAD UT -� ---SIDING 10 MATCH HOUSC FLUE _4 -- ___._....__-f-IRESTOPPIN6 p w f-rY PD1 ;' 3 I/Z"PAD OUT ABOVE MANTEL PREFAB FIREPLACE W/BRICK 5URROUND 6 HE=ARTH - PREFAB FIREPLACE W/CERAMIC OR MARBLE 5URROUND 6 HEARTH 45° 45° SHIN6lE5 flEF. —TOP PLATE 4 /2" BI/4" PRODUCT SPECS MY71 61(2^ r 1FIREPLAGE PAD-OUT DETAILS MA9TEL y I LL U T 1E,kl X -0 REF FIREPLACE NO1E; TRIP,)TL5 � u'S ALL TRIM TO BE SAME A5 HOUSE TRIM COLOR ELEVATION'A' BASETAENi ELEVATNNI'C'2 STORY _ - -PREFAB MODEL -_. METAL FIREPLACE / -__-_-- IEARTH PER Fr^DETAILS = _._.- -NEARTN / 5'-0°P 36"FIREPLACE - - / 6'_O"P 42"FIREPLACE I-0015T REF.CHART OF FP FACING FOR FINISH DIMENSION / -.- - FIRST FLOOR - �e LINE OF WALL INSULATION 'fir, TRIM TO MATCH TRIM PACKAGE r- - W --------T ®®� / 13"FLUE TILE VINYL SOFFIT- 2�pt P OPT.FP ' C 5'-On I NECK MOULD(LWP462) // PER PLAN - ELEVATION SECTION 2i 1xB MAhFmf w PANEL 1 - L MOLDING ON EDGES / �y (LNPM1621 31/4 CROWN MOULD I/2" ✓ (LWPSI) > R.O.PER MANUF C--1 —e 1/4" WOOD 6URNIN6 PRE-FAB FIREPLACEI) TAI - 5/4x6 TRIM BOARD TO 6 I/2' -' I REF.PLAN FOR OPENING SIZE -0 - OF - - - �.. 2X3PPDOJT/- SGN.EX X=I0 ^ MATCH OPENING WIOTN H �FIREPLACE. / H MANTEL MOLDING ° / 1 - I H (430) ;� - LINE OF MANTEL H -- - FAGW5 REF V1 1'UE OF 6YP.W.PAD OUT ABOVE MANTEL H _ ___ _________________ ___ 3 /-y B'OR I1"BRICK.MARBLE OR TILE ------ I _ _H-MARBLE SJRROUA'D ' H E%P05URE ON SIO_56 '___________ _ L--- 70P OF FP.OPENIN'G m PRE-BUILT MANTEL VARIES 4 _ __-______._________________________-____1 'I ILE HEARTH BY FP.MANUFACTURER = -BRICK 5L'RROUND = _ Q EXPOSED FLAT BLACK _ METAL FACE OF F.P. CIC Z VATO w R'•'IA'WALL MARBLE HEARTH- NOtE' EL 1 - �'-•4 MATERIAL.U`..EAGE ON ALL THE � 5'-p"P 36"F P. MARBLE IEAflTI{ - - 11 CORBELS � ELEVATIONS IS SAME. 5 6.77 P F . ---_ 21, 5T0 51PE WALL GOND. CORNER CONO. ------- —9'-6"e42"FP ----" GENERAL NOTE5 (.AM OF FP.FWW NOTE. — I.LOMBU5lOLE MATERIALS SHALL TYPE Of FACING 36 42 �- �REPLACE W/MARBLE OR CERAMIC TIDE FACING MASONRY FIREPLACE LL BRICK VENEER TO BENOT BE WITHIN 6"OF A FIREPLACE OPENING. A.0 E x X- p T.0 E xix 1-o" 1 RUNNIN6 BOND _ - F.- COMBUSTIBLES WITHIN 12"OF THE FIREPLACE OPENING MARBLE/CER TI SHALL NOT PROJECT MORE THAN 1/8"FOR EACH I" -- -- DISTANLEFROMSUCH OPENING. 1.DIRECT VENT FIREPLACE TO BF.INSTALLED PER - --------__ � � MANUFALTURE'5 INSTRUCTIONS Fpnot¢01 219/99COMPOSITION 5111N,51_155 F°pm p3 OVER 7/16 ROOF 5HT6. OVER 2X6 RAFTERS I'-611 b 6°FA56IA ON I X PAD 1 _ — FLUE 51ZE PER DE aR LINE OF CHIMNEY ----- - - E TOP VENTED FIREBOX -_-- FIREPLACE ELEVATION5 AIR I AKE --- -- a - ozzvlg `�' `t I -3 U150F14 1 1 BAR PQ.5PACE / RONT TO BACK '- r � N 510E TO 510E -- -- 0 _ d - �o FIREPLACE VENT LAPee W/REAR VENTED FIREBOX _—_ ----_ oe oRAMT�ur: VINYL 510IN6 OVER _ - --— __ ------ zz� 5HEATHIN6 ON 2 X 4 5TU05 W/ Q� BATT INSULATION GRADE LINE 3"TRIM SECTION DETAIL -DEPTH OF FOOTING PER FOUNDATION NESID1200 i \ TO BE MIN,OF 12'PEEP = AND 6"EXT ENDED FROM FACE OF BRICK. SHEET NUMBER . EPLAGE W/ MARBLE PAGING o Xx 5E6TION @ 01RECT VENT FIREPLACE PTL OF MA50NRY FIREPLACE o 12.00 AU:X/k=1-o SCALE 3/h",I'-O" © COPYRIGHT 1995 Pulte Home Corr orolion 4—