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Home My WebLink AboutMiscellaneous - 171 AMBERVILLE ROAD 4/30/2018 (2) 171 AMBERVILLE 210/108-C-0090-0000.0 North Andover Board of Assessors Public Access Page 1 of 1 NORTH North. Andover Board of Assessors E A_ O ti. u y,Wp t • 76SSS"eroperty Record Card Click Seal To Return Parcel ID:210/108.C-0090-0000.0 FY:2013 Community :North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Search for Sales .r 6W� Summary -_ Residence .— Detached Structure Condo 17127 AMBERVILLE ROAD ` Commercial Location: 171 AMBERVILLE ROAD Owner Name: CORRIGAN,RICHARD CORRIGAN,DONNA Owner Address: 171 AMBERVILLE ROAD City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:6-6 Land Area: 0.28 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 3056 s ft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 602,200 582,400 Building Value: 425,500 404,500 Land Value: 176,700 177,900 Market Land Value: 176,700 Chapter Land Value: LATESTSAL.E Sale Price: 675,885 Sale Date: 01/30/2004 Arms Length Sale Code: Y-YES-VALID Grantor: PULTE HOMES OF NE Cert Doc: Book: 8539 Page: 116 http://csc-ma.us/PROPAPP/display.do?linkld=2259522&town=NandoverPubAce 3/19/2013 Residential Property Record Card PARCEL ID:210/108.0-0090-0000.0 MAP:108.0 BLOCK:0090 LOT:0000.0 PARCEL ADDRESS:171 AMBERVILLE ROAD FY:2013 PARCEL INFORMATION Use-Code: "' 101' Sale Price: 675,885 Book:'' 8539 Road Type: N Inspect Date "70/06/2011 Tax_Class TY' Sale Date 01_/30/04 Page: 116_ Rd Condition: N Meas Date: 10/06/2011_ Owner: Tot Fm Area:3056m _'-'-Sale Type: P Cert/Doc Traffic: _N Entrance: x CORRIGAN,RICHARD CORRIGAN,DONNA Tof Land Area: 0.28_ Sale Valid: Y T _ ' Water: � _ Collect Id {RRC.._. _, Address: � _ Grantor'' PULTE HOMES OF NE' � m Sewer � Inspect Reas "C - 171 AMBERVILLE ROAD NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/a Indust-B/L% / Open Sp-B/L% / RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 8 Main Fn Area: 1668 Attic: , NBHD CODE: 6 NBHD CLASS: 6 ZONE VR _.- ` Seg Type Code Method Sq Ft -Acres Irifit-Y/N ,Value Class Story Height: 2.00 Bedrooms: 4 Up Fri Area: 1388 a _Bsmt Area: 1668 .-........,..,,...___ .„_ _ �„_ ...._m 1 P 101 5 12252 0.280m176,726 Roof:-'"" G _-FFullBaths: 2T Add Fn Area: Fn BsmtArea:�700 _ Ext Wall ---AV-,-Half AV `Half Baths 1w Unfin Area Bsmt Grade:e a VALUATION INFORMATION m 7 Masonry Trim:' Ext Bath Fix 1 `�Tot Fin Area:" 305fi Current Total: 602,200 Bldg: 425,500 Land: 176,700 MktLnd: 176,700 Foundation. 'CN ._Bath Qual M `RCNLD. 425529 Ketch Prior Total: 582,400 Bldg: 404,500 Land: 177,900 MktLnd: 177,900 y. r .. _..... _. „ Qual._- M EffYr Bwlt: 2000 Mkt Adt: `"� ` Heat Type:_ FA f Ext Kitch:- T Year Built 'R 2003_-Sound Value: ..�_ Fuel:Type: O _ ' �� " Grade: �"� GV'^ _CosfBldg: 425,500 Fireplace: _1. Bsmt Gar Cap: Condition: G Aft Str Val1 — _..-- Central AC: Y Bsmt Gar SF;� 'Pct Complete:_:. 100• Aft Str V612: Aft Gar SF:: 400°/aG66dP/F/E/R:- 'W95 Porch Tvae Porch Area Porch Grade Factor W 120 SKETCH PHOTO W FM/8 r, . 12 120 S 240 Sq ft 12 :7n i n 7n4 FM FM/B 16 320 Sq.Ft 16 FU/FM./B 1088 Sq.Ft .20 32 32 FU/G 14 280 Sq.Ft 14 Tm 171 27 AMBERVILLE ROAD 6 120 Sq.R I FUIFM . 20 Sq:R Parcel ID:210/108.C-0090-0000.0 as of 3/19/13 Page 1 of 1 i� BOARD OF BUILDING REGULATIONS y License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/02/1962 Expires: 03!02!2004 Tr.no: 77396 Restricted To: 00 DAVID M STILSON 222$FAMES OR + i MANCHESTER, NH 03103 Administrator I r BUILDING DEPARTIVENI T DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 S 54, a condition of Buil _ Is that the debris resulting form this work shall be disposed of in property 1rg ens d solid t Nun,ber l ddt3.ncd by 114CL,c 11, S ISoA waste disposal facility as The debris Will be disposed of in: Location of Facility Signature of PC=Applicant Date MOTE: Demolition permit from tho Town of North Andover must be obtained for this project through the Office of the Building Inspector . ur UA +0--JJ(Oi )u dun l S '000 12 5� :.. .. ..... F'. 1 3 If The Commonavealth of Alta ssachusetts Department of lndustlial Accidents Office of Investigations Boston, Mass. 02111 WMoriterS' Compensation Insurance Affidavit Please Print C•a2i i1�: Phone -�jm a nomoovtiner perran-ning all worts myself. �I :ii-n a sole praptietor and have no one working in any capacity am on employer providing w+orker5' compensation for my employees working on this job. Ccarn aan name: l t7 S 6 ekl `-ice� 7 7,;L Phone ' U,S= Q4W— /� s J fl5tliallCc? CO. C- �� ' /e5 i(/ [� Po11CY — r �.�rrlpan�narne: '.di7r�as i lsuiance Co. Po iii F a lat to secure coverage as required under Solon 23A or MGL 152 can lean to the imposttdon d crimina!•pensJUes of a(no up to 51,5W.Co ar+a or ons yvAm'impri---"t as well as civil penaitims in the form of a STOP WORK ORDER and a ane cf(5100.00)a day agWrust rrme. I w a srarkt Ina"a copy or alis swrernent rri.0y bo forwamed to the Offfce d fnestfgztfons of the OLA for coverage w rmcation. u4 nc oy xcufy u�r uer�Inv pains anti penAZies of perjury that the k-Mo naGan provided abova,rs pv*and corrwtt� Date riot nyrrjz !`Ghar Y11 k Phone ffic ai use aniy do net was in this area to be completed by city or town official' Q Building Dept ��:.h� firnm ilate;Cspc;isaisicqurCti7 Building Dept p LJ•cel7singBoard p Selectman's Office Phone C) Health Department Otho 770JY WY- FULIt nUIVlt UUHr; 1 401 739 6457; Aug-6-01 4:52PM; Page( 1 /1 ' CERTIFICATE 4 F INSURANCE ISSUE DATE: 8+6/01 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pulte Home Corporation of NE COMPANIES AFFORDING COVERAGE 205 Hallene Road,Suite 211 COMPANY A Pacific Employers Insurance Company Warwick, RI 02886 COMPANY 8 Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES THIS IS TO CERTi FY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAIL)CLAIMS. EFFECTIVE EXPIRATION I — TYPE OF INSURANCE POLICY NUMBER I DATE DATE LIMITS - — -- - -- _ GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 511/01 5/1/02 PRODUCTS-COMPIOP AGO. ON AN OCCURRENCE BASIS I I $15,OOD,000 i —._. __. _....__ •_. PERSONAL&ADV.INJURY $15,000,000 EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: FIRE DAMAGE(Any one(ire) $1,000,000 MED.EXPENSE(Anyone person) $5,000 AUTOMOBILE I COLLISION DEDUCTIBLE COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: COMBINED SINGLE LIABILITY LIMIT $1,000,000 CAL HO 7682773 I 511101 I 5/1102 i (Owned,Hired&Non-awned) ADDITIONAL-INSURED: EXCESS LIABILITY I ' EACH OCCURRENCE i AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 5/1/01 511102 STATUTORY LIMITS EMPLOYERS'LIABILITY ........................................................................ � EACH ACCIDENT $1,000,000 MA,NVI SCF C4 3091815 i 5/1101 1 511102 I DISEASE-POLICY LIMIT $1,000,000 DISEASE-EACH EMPLOYEE $1,000,000 PROPERTY ( I REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYFE: IN COURSE OF CONSTRUCTION: _.... ._ _ PER OCCURRENCE LIMIT MORTGAGEE: I SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBLE PER OCCURRENCE OTHER _ I DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Residential construction,North Andover,MA CERTIFICATE H LDE CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRATION DATE THEREOF.WE WILL ENDEAVOR North Andover, MA 01845 TO MAIL 3Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED REPRESENTATIVE I AFFTAAViT I on oath do (authorized a ant of applicantV6/or owner) hereby depose and state: (PLEASE CHECA AT LEAST ONE SLOCK) 1 I am the (position with applicant), (applicant) r ;�-i?FCI. G;�c.(__ the applicant= upon whom Order- of Conditions r have been placed upon by (DEF or NACC number) the North Andover Cons-nrvaticz Commission. I am the of �~ (position with dwner) (owner) the owner upon whose land Omer of and tions _ have bcen placed upon by (DEP or NACC number) rhe Ncrth Andover Conservation Commission. 3 . ? `.ereby aff, m and acknowledge that I 'nave received said Order of Conditions 121 )''5 and have read the same and understand each and eirery condit cn which has been set forth in said Order. of Conditior-s. he.xeby affirm and ackTxowledgs that on this day ,+ 199 - 1 inspected said property together with any andallimprovements which have been made to the same and herebv certify that each and every condition set forth in Ozder o- Conditions are presently in complidnce. a.fflrin anla will be relied upon by the North Pndover Conser-ation Commission as' weil as any potential buyers of said property which is subject to said Order of Conditions S--rgmed under the pair's and penalties of perjury this 6,9Y (au . orlzex agent of aijcanor owner) bon-7pti tonna a�,,q Sent By: HP LaserJet 3100; 13034790572; Aug-11 -03 10:23AM; Page 2 t i <I Permit Number ZEScheck4,oMpliance Certificate Checked By/Date 1995 M REScheckSo `ire Version 3.5 Release Ib Data filename; :j\files\CSTISHAREIMecClieck\Modelb'neruCode\MASCHF.C:K11,ot27fv.rck T1T1,F,, Lot#..� 'Huntington Elevation 4 1 CITY:North*Over STATE;Masi usetts I IDD:6322 CONSTRUC'M TYPE; Single Family DATE:08,11 l/� PROTECT INF RMATION: Forest Victe, North Andover;! A. COMPANY IL's t;RMATION: Pulte Homestf: fE LLC NOTES' I� Customer purc al ed elevation 1 with Floiridaroom, 1 walkout bay rear, 4 additional wiSilows and a .finished family room basement. is COMPLIANCt Passes `Maximum UA-,3136 Your.Home U4 532 0,7°/U Detter'1'1 ,.'iCodc(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA o Ceil ng 1: Flatding ar Scissor Truss 20 38.0 0,0 1 Ceiling 2: Flat tF {ding or Scissor Truss 600 38.0 0.0 18 Ceiling 3: Flat Cling or Scissor Truss 1088 38,0 0.0 33 Ceiling 4:Cathe I Ceiling(no attic) 280 38.0 0.0 8 Wall 1: Wood N; ie, 16" o_c- 972 15.0 0.0 75 Wall 2: wood ft�'ne, 16"o.c, 612 15.0 0.0 47 Wall 3: Wood fj pie, 16"ox, 612 15.0 0.0 47 Will 4: Wood# e, 16"ox, 120 15.0 0.0 9 Wall 5:Wood „nle, 10"ox, 120 15.0 0.0 9 Wall 6; Wood ;ie, 16"ox, 972 15.0 0.0 24 Window:2852-$„'Vinyl Frame,Double Pane with Low-E 43 0.340 15 Window:28310:' inyl frame,Double Pane with Low-E 11 0.340 4 3072 1/2 round' 185211ankcrs,Palladian window: Vinyl Frame, )iuble Pane with Low-E 36 0,340 12 Window: 2046=11;'Vinyl Frame,Double Pane with Low-E 19 0,340 6 Window: 6-0xO Aider: Vinyl Frame,tb60ble Pane with Low-E 78 0.300 23 Sent By: HP LaserJet 3100; 13034798572; Aug-11 -03 10:23AM; Page 3 Window; 285, Vinyl Frame,Double Pane with Low-E 199 0.340 68 Window; 285 : inyl Frame,Double Pane with Low-E 87 0.340 29 Window:2840;`!; inyl Frame,Double Pane with Low-E 25 0.340 9 Window:2864 l Vinyl Fratne,Double Pane with Low-E 73 0.340 25 Window:3052ti' inyl France, Double Pane with Low-F, 16 0.340 5 Window; 185 ;`? inyl Frame, Double Pane with Low-E 19 0.340 7 Door:3-0,04 a 2 sidelights:Solid 33 0.280 9 2-8x6.8 service;, oar; Solid 18 0.180 3 Floor 1;All-� d Joist/Truss,Ovcr Unconditioned Space 320 21.0 0.0 14 Flom-2: MAO Jd Jois1lTruss,Over Unconditioned Space 280 30.0 0_0 9 Floor 3:All-W6. ; JoistlTruss,Over Unconditioned Space 208 21.0 0,0 9 Floor 4:All-1dV!Old Joist/Truss,Over Unconditioned Space 320 21.0 0.0 14 Furnace 1: Fot it Plot Air,81 AFUE I COM PIJANCP;$TATEMENT: The proposed building design deseribod here is consistent with the building plans,specifeations, and other calctl#ons submitted with the permit application. The proposed building hus been designed to mcet the 1995 MEC requirements int? °ScheckVersion 3.5 Release 1b (forncerly MECche4 and to comply with the mandatory requirements listed in the RES check's i ction C cklist, 13uilderlDcsi i — Date I l 3 ,, i Area Calculator: n Assembly Type Width x Length = Gross Area CommentsMescriplion 1 flat Ceiling or Scisscr Truss 2'-0" 101-0" 20.00 ft2 seoond floor ceiling area a 2 Flat Celli Ex Scissc€Truss 30'-0" 20'-0" 600.00 ft2 seoond floor ceiling area CO 3 Flat Ceiling or Scissar Truss 34'-0" 32'-0" 1068.00 (t2 second floor ceiling area N 4 Cathedral Ceiling{no attic) 14'-0' 20'-0" 28D_00 (t2 Florida Rm.celing 0 5 6 0 7 9 10 `i 11 12 13 14 15 16 r 17 Ln 1 CO 8 rn 19 r- v 20 cv 0 21 r 22 r24 0 0 m 4� m L d S _ Ceiling Area Total: 1988.00 a m 08/11f03 10,-13;45 1fl c - m LO Area Calculator: ti Assembly Type length x Height = Gross Area Comments0escription 1 Wood Frame, 16"o.c. 54'-0" 18'-0" 97200 ft2 front-elev. a 2 Wood Frame, 167 o_c. 34'-0- 181-0" 612.00 t12 right elev. 3 Wood Frame, 16"o-c. 34'-O' 18'-0" 612.00 ft2 lett elev. N 4 Wood Frame, 16"o.c. - 12'-0' 10'-0" 120.00 ft2 Florida Rm,left elev 0 5 Wood Frame, 16"o.c. 12'-O' 10'-0" 120.00 ft2 Flnreda Rm.right elev 6 Wood Frame,16"o.c. 54'-T 18'-0" 972.00 112 rear elev. 0 7 9 10 `t 11 12 13 14 15 16 ti 17 LO 78 ca � 19 r- m 20 0 21 22 23 24 25 1261 0 0 4' a> m Exterior Wall Area Total-3408.00 m 08/11!03 10:13:46 1f1 c m m Area Calculator: N a_ Add to Window Assembly Type Quantity Width x Height - Unit Total U-Factor SHGC Com l Library Name - Area Area Description 1 2852-3 Vinyl Frame,Dou 1 8'-3" 6-3" 43.31 43.31 ft2 0.340 Superseal Low E Argon a 2 28310 Vi*Frame, Dau 1 2-9' 3'-11' 10.77 10.77 ft2 0.340 Superseal Law E Argon v 3 3072 1t2 round wl 1852 Vinyl Frame, Dou 1 6'-0" 61-W 36.00 36.00 ft2 0.340 Superseal Law E Argon CD flankers,Palladian window T 4 2046-2 Vinyl Frame, Doer 1 4'-1" 4'-7" 18.72 18.72 112 0.340 Superseat Law E Argon 0 5 6-0x6-8 slider Vinyl Frame, Dou 2 S'-11" 6`-7' 38.95 77.90 112 0.300 Superseal Low E Argon 6 2852-2 Vinyl Frame, Dou 7 &-5" 5'-' 28.44 199.08 ft2 0.340 Superseal Low E Argon 7 2852 VMVI Frame, Dou 6 2'-9" F-X 14.44 86.64 f12 0.340 Superseal Low E Argon a' 8 2846 Vinyl Frame, Dou 2 2'-9" 4'-T 12.60 25.20 ft2 0.340 Superseal Low E Argon Q 9 2862-2 Vinyl Frame, Dou 2 5'-8" 6"�' 36,36 72.72 ft2 0.340 Superseal Law E Argon 10 3052 Vinyl Frame, Dou 1 3'-0" S"-2' 15.50 15.50 ft2 0.340 Superseal Low E 11 1852 Vinyl Frame, Dou 2 1'-10" 6-3" 9.63 19.26 ft2 0.340 Superseal Low E Argon 12 13 14 N 15 r` LO 16 CD rn 17 v 18 0 19 20 21 22 231 1 0 0 N J d S Window Area Total-005.10 cn 08il 1103 10:13:45 ill c N Area Calculator: Add to Door Assembly Type Quantity Width x Height = Unit Total U-Factc- SHGG Comments) Library Name Area Area Descrriptioipfio n 1 3-0x6-8 wl 2 sidelights SOW t S-W 6'-8" 33.33 33,33 f 2 9.280 Front Entry wJ 2 < Sidelights N 2 2-8x6-8 service door Solid 1 2'-8' 6'-8" 17.78 17.78 tt2 0.180 Garage Service Door 0 3 r 4 0 5 r 6 7 a� 8 < g 10 11 12 13 14 N 15 r 'n 16 m 0 17 t8 0 13 20 21 22 23 24 1251 1 0 0 J a- = Door Area Total:51.11 m 08f 11103 10:13:45 1 t1 a, Forest View Estates Drawing Date: 7-28-03 7/28/03 11: 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #27 - 171 Amberville Road N. Andover, MA Drawing Date: 7-28-03 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities: Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V2718 Area per Sprinkler 160 sq ftl Orifice: 3/8 K-Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 50 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 116.0 psi Required: 56.5 @ Source WATER SUPPLY Water Flow Test 1 Pump Data 1 Tank or Reservoir Date of Test 1 Rated Capacity 0 qpm 1 Capacity 0 gal Static Pressure 100. 0 psi I Rated Pressure 0. 0 psi 1 Elevation 0 Residual Pres 78. 0 psi 1 Elevation 0 1 At a Flow of 1540 gpm 1 Make: I Well Elevation 0" I Model: Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes: Single head calculation. '(N OF Mgss oz� A ��yG CA 0 m O PR g 10NAL forest View Estates Drawing Date: 7-28-03 7/28/03 11 : 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 16 32.1 psi 1 1',�" "CG" Adapter 0' 120 1. 610 16 0.0 1 14" Thrd 90 Ell DI 4 ' 120 1 . 610 16 0. 1 1 Pipe 11-�" 40x21 CSC 3' 120 1. 610 16 0.0 1 1;1" CPVC Reducer 0' 120 1. 610 16 0.0 1 14" Thrd 90 Ell DI 4 ' 120 1. 610 16 0. 1 1 1114" Thrd Ball Valve CSC "F19" 0' 0 1. 610 16 0.0 1 114" Thrd Ball Valve CSC "F19" 0' 0 1 . 610 16 0.0 1 14" Fingd Back Flow Valve Watts "00 0' 0 1. 610 16 0.0 Elevation Change 810" 3.5 1 1�" Thrd 90 Ell DI 4' 120 1. 610 16 0.1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11i" Kx21 Copper 50' 150 1. 481 116 20.7 Hydr Ref R1 Required at Source 116 56.5 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 116 gpm 99.8 psi SAFETY PRESSURE 43.3 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 56.5 psi This is a safety margin of 43.3 psi or 43 % of Supply Maximum Water Velocity is 5.4 fps Forest View Estates Drawing Date:7-28-03 7/28/03 11 : 7 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: 7-28-03 7/28/03 11: 7 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 16.0 1" 2 0 16'1" 5.4 fps 20. 9 20. 9 20. 9 0.10 gpm/sq ft 1. 109" 1 0 91 0" 0. 066 1. 6 0. 0 0.0 K= 3. 50 16.0 120 PV 0 2511" 813" 3. 6 20. 9 20. 9 REF 13 111" 0 0 2'8" 3.4 fps 26. 1 1.400" 0 0 0" 0.014 0.0 16.0 150 PV 0 218" 0" 0.0 REF 12 1�14 0 0 5'8" 3.4 fps 26.2 1.400" 1 0 610" 0. 014 0.2 16.0 150 PV 0 11'8" 0" 0.0 REF A2 1'-4-" 0 0 10" 3.4 fps 26.3 1.400" 0 0 0" 0.014 0.0 16.0 150 PV 0 10" 0" 0.0 REF A3 1:k" 2 0 3914" 3.4 fps 26. 3 1.400" 3 0 2410" 0.014 0. 9 16.0 150 PV 0 6314" 1113" 4. 9 REF W 16.0 gpm PATH 1 K= 2.82 32.1 psi Job Water Required Hose Allowance Drawn By + Forest View Estates Static Pressure: 100.0 psi Pressure: 56.5 psi Inside: 0 gpm SprinkCAD Lot#27 - 171 Amberville Road Residual Pressure: 78.0 psi Total Flow: 116 gpm Outside: 50 gpm Tyco Fire Products N. Andover, MA Flow: 1540 gpm Safety Pressure: 43.3 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#65 140 120 - 10041 2010 Su I 80 P S I 60 50 gpm hose 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) - Forest View Estates Drawing Date: 7-28-03 7/28/03 11:13 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #27 - 171 Amberville Road N. Andover, MA Drawing Date: 7-28-03 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities :Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sgift) Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Mode1:V2720 Area per Sprinkler 230 sglftl Orifice:3/8 K-Factor: 4.20 Hose Allowance Inside 0 gp� I Temperature Rating: 155 Hose Allowance Outside 0 gpmI CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.0 psi Required: 85.5 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi 1 Elevation 0 I At a Flow of 1540 gpm I Make: 1 Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes: Two head calculation. "0 s R m v N0.3 N lONAI� Forest View Estates Drawing Date: 7-28-03 7/28/03 11 :13 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 48.8 psi 1 11-�" "CG" Adapter 0 ' 120 1. 610 46 0.0 1 11-�" Thrd 90 Ell DI 4 ' 120 1.6.10 46 0.4 1 Pipe 11,�" 40x21 CSC 3' 120 1.610 46 0.2 1 11-�" CPVC Reducer 0' 120 1.610 46 0.0 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 46 0.4 1 11-�" Thrd Ball Valve CSC "F19" 0' 0 1. 610 46 0.0 1 11-�" Thrd Ball Valve CSC "F19" 0' 0 1.610 46 0.0 1 11-�" Fingd Back Flow Valve Watts "00 0' 0 1. 610 46 0.0 Elevation Change 8 '0" 3.5 1 114" Thrd 90 Ell DI 4 ' 120 1. 610 46 0.4 Fixed Flow Flow Loss 100 gpm 1 Pipe 1'-j" Kx21 Copper 50' 150 1.481 146 31.8 Hydr Ref R1 Required at Source 146 85.5 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 14.2 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 85.5 psi This is a safety margin of 14.2 psi or 14 % of Supply Maximum Water Velocity is 9.7 fps Forest View Estates Drawing Date: 7-28-03 7/28/03 11:13 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:7-28-03 7/28/03 11:13 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 23.0 1" 0 0 4" 7.7 fps 30.0 30.0 30.0 0. 10 gpm/sq ft 1. 109" 0 0 0" 0.129 0.0 0.0 0.0 K= 4.20 23.0 120 PV 0 4" 0" 0.0 30.0 30. 0 REF 16 1" 3 0 17 '3" 7.7 fps 30.0 1.109" 0 0 610" 0.129 3.0 23.0 120 PV 0 2313" 813" 3. 6 REF 15 23. 0 13111 0 0 416" 9.7 fps 36. 6 36. 6 PATH 2 1.400" 1 0 610" 0.099 1.0 0. 6 K= 3.84 46. 0 150 PV 0 1016" 0" 0.0 36.0 REF A3 1:4" 2 0 3914" 9. 7 fps 37.6 1.400" 3 0 2410" 0.099 6.2 46. 0 150 PV 0 6314" 1113" 4. 9 REF W 46.0 gpm PATH 1 K= 6.59 48.8 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO 15 HEAD 3 23. 0 1" 0 0 4" 7 .7 fps 30.0 30. 0 30.0 0. 10 gpm/sq ft 1. 109" 0 0 0" 0. 129 0.0 0.0 0.0 K= 4.20 23.0 120 PV 0 4" 0" 0.0 30.0 30.0 REF 17 1" 2 0 9'3" 7.7 fps 31.3 1.109" 1 0 91 0" 0. 129 2.3 23. 0 120 PV 0 1813" 813" 3. 6 REF 15 23.0 gpm PATH 2 K= 3.77 37.2 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 85.5 psi Inside: 0 gpm SprinkCAD Lot#27- 171 Amberville Road Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 0 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 14.2 psi (800)495-5541 140 Remote Area: 2 Date/Loc: Lot#65 120 10 SuppI 80 P S 60 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date: 7-28-03 7/28/03 11:11 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #27 - 171 Amberville Road N. Andover, MA Drawing Date: 7-28-03 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard:Light System Type:WET Area of Sprinkler Operation sq fti 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 0 gpm CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.7 psi Required: 93.7 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0. 0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 I At a Flow of 1540 gpm 1 Make: I Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 27 Gallons Notes: Garage calculation. -�N OF ass o C R N P T r" y ZONAL forest View Estates Drawing Date: 7-28-03 7/28/03 11:11 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 49.2 psi 1 11�" "CG" Adapter 0' 120 1.610 62 0.0 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 62 0.7 1 Pipe 11-2" 40x21 CSC 3' 120 1. 610 62 0.4 1 11-�" CPVC Reducer 0' 120 1. 610 62 0.0 1 1;�" Thrd 90 Ell DI 4 ' 120 1. 610 62 0.7 1 1;�" Thrd Ball Valve CSC "F19" 0' 0 1. 610 62 0.0 1 11-1" Thrd Ball Valve CSC "F19" 0' 0 1. 610 62 0.0 1 114" Fingd Back Flow Valve Watts "00 0' 0 1. 610 62 0.0 Elevation Change 810" 3.5 1 11-�" Thrd 90 Ell DI 4 ' 120 1. 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 1'W' Kx21 Copper 50' 150 1. 481 162 38.4 Hydr Ref R1 Required at Source 162 93.7 psi Water Source100. 0 psi static, 78.0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 6.0 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 93.7 psi This is a safety margin of 6.0 psi or 6 % of Supply Maximum Water Velocity is 13. 0 fps Forest View Estates Drawing Date: 7-28-03 7/28/03 11:11 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: 7-28-03 7/28/03 11:11 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 Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) HEAD 5 30.7 1�44" 0 0 213" 6.5 fps 30. 0 30.0 30. 0 0. 16 gpm/sq ft 1.400" 1 0 610" 0.047 0. 4 0.0 0.0 K= 5. 60 30. 7 150 PV 0 813" 0" 0. 0 30.0 30.0 REF 12 31. 1 1k" 0 0 5' 8" 13. 0 fps 31. 5 31.5 PATH 2 1 . 400" 1 0 610" 0. 170 2. 0 1. 1 K= 5.54 61. 7 150 PV 0 1118" 0" 0. 0 30.4 REF A2 114" 0 0 10" 13. 0 fps 33. 5 1.400" 0 0 0" 0.170 0. 1 61.7 150 PV 0 10" 0" 0.0 REF A3 11'4" 2 0 39' 4" 13.0 fps 33. 6 1.400" 3 0 2410" 0.170 10. 8 61.7 150 PV 0 6314" 1113" 4 . 9 REF W 61.7 gpm PATH 1 K= 8.80 49.2 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO 12 HEAD 6 31. 1 1'-a" 0 0 2 '3" 6.5 fps 30.8 30.8 30.8 0. 16 gpm/sq ft 1.400" 0 0 0" 0.048 0. 1 0.0 0.0 K= 5.60 31. 1 150 PV 0 213" 0" 0.0 30.8 30.8 REF 14 1;"4" 1 0 714" 6.5 fps 30. 9 1.400" 0 0 310" 0. 048 0.5 31. 1 150 PV 0 1014" 0" 0.0 REF 13 1'4 0 0 218" 6.5 fps 31.4 1.400" 0 0 0" 0. 048 0. 1 31. 1 150 PV 0 218" 0" 0.0 REF 12 31.1 gpm PATH 2 K= 5.54 31.5 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 93.7 psi Inside: 0 gpm SprinkCAD Lot#27 - 171 Amberville Road Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 0 gpm Tyco Fire Products N. Andover, MA Flow: 1540 gpm Safety Pressure: 6.0 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#65 140 120 - 1004 SUPPI • 80 P S I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) ORTH Town o n over 00% No. 13 C' ~ - t � 0 L1116 - 0 dover, Mass.,, (F ACQ COCMIC HE r D AC FIUSE FOR EXCAVATION AND FOUNDATION nn THIS CERTIFIES THAT ..... ....... ... . 1P.................................................... ,OW5!!,�.......!�!.2......................... has permission to excavate and pour foundation at ..... lea It ? for the purpose of../A-L.Ie lo, AYC�u The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. /toae /ay 0 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. ,44 4,1- e- 4�f� ............................................................................................... BUILDING INSPECTOR NORTH Town Of R over 0 No. /30 _ 0 dower Mass. 1. �oCH CH WIC f f ORATED BOARD OF HEALTH Food/Kitchen . PERMIT T Septic System / BUILDING INSPECTOR THIS CERTIFIES THAT..............��..��...�.........�a �.. r3 / ..�......................................... p buildingson 'fob ..Ad........... .......�..... �/Y....�- Rough dation has permission to erect........... buildin son .............. �� m 6,e^w ...... . S t A g to be occupied as...3. m°..IN/ I' 3/y 43�4-�.5� o� &W1 A IJ�c�j�Y �r S/C�-r.4C1t Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. /c9 g e A9 0 / Z/ PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR ` Rough c............................................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Miall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 1 /N SPECIFICATIONS PRODUCT AC'T'ION REQUEST e P .A.R. CODES DRA�'�ING INDEX � wo � C\2 R ACTION REQUESTED: RESPONSE: DESIGN CODES c1 GENERAL °IR u N 1.00. SPECIFICATIONS, SCHEDULES, & INDEX 1. Ph pedor)r shall comply warn the,led on FAR'99025 eASEo oN c.A.D.o. enslc BUILDING CODE ?.00'+'FOUNDATION PLAN INGROUND Z A roue gerem rotes unless dner.ise nosed on p'crs«pradad DATE 2-11-99 ADD PARTIAL PLAn5 FOR OIL FEAT CONDITIONS PARTIAL PI ANS FOR OIL HEAT CONOILON5 ARE ADDED. 1995 EDITION penficalians. EFFECTED SHEETS 2.01.?,00.4,01 e. All oppcaable tical and stde codes,adnons and,q 1,2- BASED ON B O.C.A. BASIC BUILDING CODE t sse ED1r1oN 2.01 FINISHED BASEMENT PLAN C. In creos nhare the drawings do not address methoddogy, I rte eonbaaar hall be beard to perform in strkt umplisnee with 3.00 FOUNDATION DETAILS a PR monufacturar's Ticalions and dations. BASED ON MASSACHUSSETS STATE BUILDING CODE 780 CMR 6th EDITION 9.DO FIRST FLOOR ?LAN speci /« PAR'00054 I, 2. The general nates and typicon details epply througnoat the DATE 03/23/00 I_ PROVIDE BOTH LPI 20 A 2rA SERIES JOST LAYOUTS. I. CHECKED FOR TRAP PROBLEMS NOTED OWC5.TO B FOR EOTH 1 `1,01 SECOND FLOOR PLAN 'Z job unless ber'nis<noted or 0 B Y6A SSR IE S. 3. Discrepan:lcs: The aontracter shall compare and eaordirote EFFELTEO`.,HEFTS•6.00,6.00A,6.0I8.01A O dl drawings;.her.is',na oRl Of the eanhod.1,a disaep-y 5.00 ELEVATION #1 E- Z oeftte rte mall promth report It to be Amhilect for prepay acjustmeni PAR'00155 BUILDING CODE ANALYSIS 5.01 ELEVATION 12 4. Fissidmg 11 e war, 5.02 ELEVATION #3 4. Omissions' In the event certain features at the canslrucuon _ 'not lull,shown an 11,ravings,:heir construction shall be of DATE: 09108/00 I. ADD 3-6AR FRONT LOAD GARAGE. I. ADDED SHT.16.01 anRA e same charade,as far Simi&cordili,as mal are shonn cr ntad. 2, CHECK CLO J015T5 IN GARAGE. Z. ADDED 2 A 10 CLO.JOISTS A DELETED COLLAR TIES.5HT 9.00 CONSTRUCTION 6LA55r UNPROTECTED 5.02A ELEVATION #3 - ENGLISH BASEMENT � o W 5. All work is to bar perforlred in a profess�annI manner and /A . in accordance Wdh slaadard practice and consi;lent With mclufacturel's HEIfiHi&AREA LIMITATION: 2 5tGRY mAxIMUm tut 35 FEET 6.00 REAR AND SIDE ELEVATIONS hu'�I CV t�' a d auDimens rns shoe a ,it or cd procedures. ACTION REQUESTED: RESPONSE: EMERGENCY ESCAPE' EGRESS GR RESCUE MAI FROM SLEEPING ROOMS 7.00 BUILDING SECTIONS 5. Dimensions shall be read or c none0 d e�r scaled. SNA(L HAVE A MINIMUM OF 51 50.FT All Dimension;are to le Toa];tines,noted Ih - All drarings PAR'001661 - _ 7.10 KITCHEN AND BATH ELEVATIONS ,,a at," 4 D"(I/7-I'o"urne4 roiled cttwas-. DATE 06/12/01 - GARAW HOUSE MILING/WALL ASSEMBLY. GYPSUM BOARD OR 516"GYPSUM BOARD F REOUIRED-WALL IANCREIE/FCUNOATONS A CEILING W/20 MIN,GARAGE/HOUSE DOOR. - 8.00- FIRST FLOOR-FRAMING PLANS Lanaele 1) Provide Optional Enyl'ah 6asemen�.for elevat'on 1 1) Frovided Optional EngiteF Basement far¢I¢VMt'on 3 (2.00 4.00:5.02A:6.00:9.00) INTERIOR STAIR PROTECTION' (I)LAYER OF 1/2'GYPSUM BOARD TO ALL SURFACES A ACCE5516LE AREAS 801 SECOND FLOOR FRAMING PLAN x° r. The concrete prepares shad be os UP,- 21 Adjust Part.400ndaton plan @ 5anroom to match Fl st Flow. 2) Ady.Jsted part.F-dation plan P 5unrocab to match First Floor. (2.00:800) DE51%LOAD5t LIVE LOAD FLOOF51 40 PEP 9.00 ROOF FRAMING PLANS Nin.ComF sbpn Ih Min.rggregnte 31 chonye Flter wall io be 2 n 6 Balloon Frominy. 3)Change Foyer wNO tI be 2 x 6 Balloon Frami,y (4,OOla):4.01(a):5.00-5.02A:7.00:3.01(.): LIVE LOGO ROOF 35 PSF(MIN TOP CORD) 16.00 TYPICAL{TALL SECTIONS tern �L7$ -Sea � 4)'ha WrdOW R.O.4 10"to Wndow R.O.s9"e Opt Eel Windows. 14.00) F-mr;S 3000 7/2-7 4'(+/-1') ^9a P y DEAD LOAD FLOOR AREA 12 PSF slab o, 3000f,INTj 1/2-1 4"(+/-I/2') 4) (,hEnged Wrdow R.G.+10"to W'ndow R.o.'9"POpt Bays V7ndows. (4.00lab SA01a11 DEAD LOAD ReOF�,it PEP(TRUSSES) 11.00 STANDARD INTERIOR/EX1<ER10R DETAILS grade 350)(EXl)GARA,E OECK5=40 PSF walb coo z-t 4"(+/-I j2) ACTION REQUESTED: RESPONSE: Wr1D LOAD-Ie PSF ��tL 11.01 STANDARD DETAILS 2. Cmcrfte nod,shall con'cnn to all requiae is off ACI-318-89 STAIR LOADS,40P5F"�- and AD:OI-72 specficebarn'or sWdurd concrete for beadings, SVOW LOAD='-5 PET 11.02 STANDARD DETAILS 3. All reinforcement.anPalbrPIS,pipe Ammes and Oma inserts PAR'02-735 shat be pasicivelJ secI In place before cencrele is PI:ad. DATE 09/10/02 11.03 STANDARD DETAILS 4. obirl<95%fill to eaof opian d 6"kya at a1'sla s ATTIC VENTILATION, 12.00 STANDARD FIREPLACE DETAILS 9 and footings. OacpRO to be of o for mei malenuL 1.Replace bas¢menl b¢am 1122 a im flush beam 10 match floor system. Rsploc¢d basem¢nt beam,122 with flLsh beam to retch floor system.(100,2006,8 00,8 OOn) 1668 5F/300= 5d9 S.F.REOUIREC s. Refer,¢a maadolian naffs br reirfaraamfm regairamflta' 2.Provide Iwtnoaos?-span deem Ter basement to replace beam'reo and'121. 2.Provided contin-?-9 an beam far bas¢mcn!to rayl beers'170 And and the 13.00 BASEMENT & 1st FLOOR MECHANICAL PLAN 6. Tool edgC of ccntrel bills cad of elcb.e roll joints. 3.V¢Nf bnT,refer-oal miinkcre match.talcs. p 9 RIDGE VENT=46 Lf.X.065 FREE AREA!.F=3.91 5P. IT n exteacr slob -grad,Tartest shill et,tein nal tae ban 5s 4.oma IDI framr9 plane. boa-the raf-a'l2O And r f¢rerrz h1I'a--rammed(100.200l B Co.8.0Ga) SOFFIT VENT=103 Lf.X 04)FREE AREA/LF=466 5E 13.01 SECOND FLOOR MECHANICAL PLAN m tear 71 err rao-ommenL 3 varif ed n¢a rera¢nre mb¢ra mnteh cake.Id.oO,4.00a.4.d 6 inn.6 oo-5.m.6.ozn.e.00, TOTAL:a 77 19.00 BASEMENT & FIR.T FLOOR ELECTRICAL PLAN Fw,datian I AaDn.P..01,801e.5.00,9006,16CO3 Ib 011 � Q 0 - 1. Fooling depbs ire shoes un the sections u,less otherwise t.Omitt¢d TJI Cranny dans.O CO,0.011 � P�4 36*-foo6nga:Ism bear d m�ia,am err,z'Amo o;3nd MINIMUM R-VALUES OF OPENINGS: GLAZING vinyl R vane=2.Gs 14.01 SECOND FIr00R ELECTRICAL. PLAN mnmima R vane:13G 15.00 OPT. SIDE SUNROOM Y urMstafe tl d mA 26 Belo Trained g°de 17114w �ervtlCA, 36 -Fr d'4 C NO.,k Flo h T w,,hp PA Gty or FrederrC,AID, 90OR5: Entr R Valve 16,97 dz" Rhode I oda -M } Ann a reg ed_ t mecrga m rota err �"� ��^ 5P Vex,e 1.59 15.Ol OPT. FLORIDA ROOM 1. 'rMe le acrcibbers Gevflcp req;rrg Asad ii mo-oboes, I/I " 4 ( 5KYUGHT5: R Vawa-;57 16.00 OPT. 3-CAR SIDE LOAD GARAGE PLAN & ELEVATIONS such changes shoB be mate os dimcied by the Geotechnical Enginaer. 16.01 OPT. 3-CAR FRONT LOAD GARAGE PLAN & ELEVATIONS 3. Soil in.Iigolion«,d r=ood: til eadh w l eempxlfoa {7j_ �//^^^ 1 VOLUME CALCULATIONS' 11352 a f.BASEMENT SLAD AREA X WALL HT. and supervision shat:he dine per recomnendalions of soil p'0 - V g' t q,./ ?771 c.f.FIRST FLOUR FIRST FLOOR AREA X WALL NT. mfsligaSo,repot. Concrete s'eb end 6,aling caleuk".tins ave loosed / L( IYY� 1/ \ 13504 cf.5eCOND FLOOR SECOND FIR Al WALL HT'2 SPORT SF'ALE X9' o I'm psf rellro. If the sse lesi.horings A ra;r lesur wFm, /// 3900 c.C.GARAGE GARAGE X 10' O ,rotas,Architacl so Thal recassaly structural�ficatels can be a,rde- 4116 c f. ROOF ROOF -` LurnbeN7R( ,�� TOTAL d5643 P.S. Lumber Grade _ CoJ-1'"' I. ATI joist,rafters.and hactsrs shaI tis,unless otherwisea ,AM 1 ��`^ I 1 n��iliko acted,Hem-h7}2+nth the Ielbwirg mr.,mum allcvcide stye Y/Il 1✓_` IV/i J/r_ ��V� u and moamns or tlastnty: A Dianne,fiber stress: rb850 P:i(Repel.m.lrber) f- P�1 E Ha x IaI sMa DPS ABBREVIATIONS C. Com 1 scion oblicit cuE=to grain: Fc=605 PSI D. MOdalba of ei®ikity: E=1,3DD.00c PSI 2. Fkm.-lir may be a hero:ed,subsl:Wtod eped<s;full mcel Al. ANC116R Ella GA GAUGE REF, REFER TO REFERENCE or axved Is road abo x. AFF. AM FNs"OCR GAMY. GALVANIZED REIN` REUTORLING.RE11 Cal aq be n SFF stW grade prapedn,,(2 x 4 a 2 x 6) ADJ. AOJAC`oT1AOJU5TnB1E G.L 6EhERN-CONTRACTOR REab REOUIREO Pb 576 psi 6E:ERA1 RMS. ROOMS - -r Fv-a0 asr AFT GROVE FI'JISN TREAD 6EU Flo r a 0Cl 3 Aw/M AL TAY, ANCHOR M 6TP. O'PSIIM RNG RnodF F<i-425 Psi V!!!Y 71 M1LH nhKiff GL GLVE LAM R0, RISER OPENING Fc 175 on t* ARCRI1 R. RISER E = 1.200.00°psi NIGH GP.GHIF.-L1L,?AL Hl HRRDNARE RW ft01MD =" AT HOW. HARDWO'O'D SO T41YTi ERGINEERED FRAMED AWILIT sysny /// ��///�� B0. BOAFO NGT. HE III SCIEM. SYJEMAiIL TN elleP rte Shaw design Allen.,e1 and b i!!a(arer IO I BL06. 5EANStill RR IIIHORHORIZONTALTIORI-<INTALLY SHF EWE BM BEPM NOVA SN7. SFIET verify ell-spe,s,d�nensions,pitches,etc and s,bmi!;hop t^'] •4/AM'wW,n 1pR. HEADER aw,ags prior to feblicaticn. ly.E �p Y, IY� I DIN DOTiOm 4B NOSE BIB SIM SIM:LFR Floor Tmsses ` `�- / " BLK6. -hro6 F.5 57AINLE5551CCL a3 Haar trusses: e-PFeNeaed;me4eS Floor Imss 6R6. CEARIW ID. IASIpE DIANETER SR. STEEL BRK ERICK INGR. IA'CROJN2 SIRUI 51RU6TURAL - e orufaclamr to supply shop drawings and Crease,drawings.Stop drawings I 65MT BAgMEN1 INEUL. INSULATION Spp 9-PE ENSION - - musl be sealed by a professinad C,,gineer Tor lered in the IN7. INTERIOR 5LO allpi' 0.A55 POOR y tai a v mint lurisdiciion. 4J. CyRR0..LI0E'Ni I.S. IASIGE CORNER 50_ WARE rc�5 ze 2.e HOOT Trines stroll be d¢signad to fimd deflalifn la tJ430 CM.U. CONCRETE MA`,-GNRY UNIT JT JOINT TO TOWEL BPR z f 'vie load a,d fora dead Ito!of 40 PSF+12 PST. Roars censalin] La COWMN �o cl different len lhs the defle:tion of be Aeasl s shall ern. T d O TOh'L'JE AND G40VE _ 9 Win- 9a'' CGNL CONCRETE K51 K P5 FOR 5.(01 INCH TGs TOP OF(1 SLAB � s the shades.scan sl:cll g-m. G �,�1�A J 7 v r LONG CONDITION) '/" l TFW TCP OF FOUWArWN WALL jou - tour. ca-rtwuous Lr.WT L IeH7uEla+r rm TrT=ICAL 1=151:PI'e-e,indered :sty.I-joie[morefactera i0 Su LONSi CON9TRVLTION LT. T TREAD !% ,a�= G engmeea d colcaiatons-led b,a professional engineer registered GTSK CPIMtEREUNK 14 IL,...R TR TWEL 900 REVISION TRACKING a Co. CASED OPERNG L.I. LAUNDRY T. TTTL TRIPLE rr in mC govemhg jurisdiction.CocneU'Ions arta delods shall be as shamYov CAN f.ANTILFVF.R yy j an plans. CT. CERAMIC TILE MA5 M150NRY UNG. UNLESS Norl OTHERWISE � GATE NOTES � DATE N01E5 p7 � ; '�" 51 2. Floor I-joist st011 be designed to Ira l defleelian to L/480 CCG. C°IL NG MAT MATERIAL 00054 03/23/00 LPI Fli 3 V fOr iaC bad cad.Or a dead'Gad Of?O PSF+12 PSR Rooms e-litia] Lm. CRr1AN MOIAI em. MAXIMUM V[RT. VEP.TILet - �d ffi��,aZzvi�' CR. LMIR RAIL V.LF. VERIFY-INFIELD 00155 09708/00 GARAGE .. of differal ler:glhs the deflection of the shores.spin shalt prem. M00 MEDIUM Mal OVETd.AT W WASThF OI-Obl Oa/R/OI ENGLISN USE-ENT fee shodeet span shall 9wem, MELH MEGFANILAL P PRYER MIN. MNLNUM W/ WITH 02-335 09/10!02 STRUCTURAL INFO Roof Tal d PENNY M0. MA50lRY OPENING WO' \ 1. Roof TnNs;es Pre-Enciaeered tmssas. Red buss Tcmrtaeturer to sappy GBL. DOUBLE MNL. METAL WWF, WELGEP WIRE FABRIC shop drarings and ersdi0n dial sealed by a pm'essiglal engineer registered OTA. OIA.METER WO OR W/0 WAIX0U7 0 TL DL?ELTIGN NOT IN CONTRACT WillWIIJOOW n the gowmicg jurisdictial.Corrections,"ndtails Sh deall bf as shoxn ON PIPJ NIL. M an plate. DR DOOR (N151 40T TO SCALE DW 015F'NASFER OC, ON LEr1lER DI'Ai. ORANINO OPER_ OPERATOR O, . OOwnEI'Gxli 01 ORE, 146 OIL oETAa OPT. OPTIONAL. EA. EACH 05B. ORIENTED STRANP Ed- DRAWN BY: 10. E%PINSIOA'JOINT OL on CE ELEL ELE;TRICAL IR ONE ROP ELEV OEL El' TION U'S ME SHELF DA E: Ea. ca PC PREusr GR055 F/N/5HE0 EMJIP 'mFMEUT REV No. DATE EMP. ExR1`e0 PARTICLE EGARP 50UAREFODTAGES SfJUAREFOOTAGES EAi. ExTERIORFIL GL-33 09/10/02 EE. EAL4END PN PANEL O%RST,20OR /4/9 ,%R5TfL DDR 14/9 PA? PPR FADn 55C6&2FLp0,4 /546 SECOi/OFLOOR /546 F/C FLOOR COVERING CPANGE PF EFABRICAI'EO FD FLOOR GRAIN PT PAR EA,zMEUT 1.77W 5(/ZTOTAL 1969 JCB NUMOER Fou. FDvrJDnnGN PROD PI/FROJECTED GAR4GE 394 DPT 11A18..+`1JT 51203 P5� POUW5PERslO.IN FIR, FLOOR PSF POU N05 PER SOFT. REG RDD6! 559 FP FIREPLACE FR. FIRE RATED P.T. PRESSURE TREATED TOTAL 4679 5/Z/G'T - A1203TB F" FRApc' OVAD. OVAORuPLE aATH Y7 FT. FOOT I FEET Z WVA ROOM 740 SHEET HUMDFR Fr6 FOOTWW GARAGE 3�9 TOTAL 4349 1 .q A O O .ON SP-CAEOS ra,05/05/3 6/30/94 ABBREV © COPYRIGHT 1999 Pulte Home Corporotion 0 r � � I —- 3 00 a e� -- 6 2" •�-'I yam, 0` �2s6 16"0,6.5TUD WALLL 24310 X310 F CQ I 0.0 7a?4 OH asBt cH L`1 —L— ————————— ——————— —— ———— _ 3030 SH 3039 5H I 5eEE I %qo \ LOW loll POURED Lout I 5TOR E `24 PERIMETER IN5ULA OPT. REG ROOM - Tc45 Ae OVND WALL OH EXTEND 10'-0"ALONG 5IDE5 6°x10 CO.1L.FOOTI,v OPT.SfiUDY o _ � z PART.FOUNDATION PLAN @ ENGLI5H DA5MENT CONDITION F7 --- — SCALE a4 L -- -�_ PLM CIO I 25,.O.i li'-IZ" C�D'-8, 02" P T.FOUNDATION PLAN -3.00 j r Zxb 16"0 c-5T'JD WALL OPi 6 0 Aro IUm DCOR 0 0 - _ 1 3050 5Y 305°SH m \\` W OPT.FAM.RM.MAS.F.P.— --r — ------------ ----- ---=__ ----- ----� \\ LE:udn,I'. - - — —— -- %-l4Wd".- Iz)i-11V.-5 e Mo:l: �--�-- (21J1(2)s t^� (2IJ�}11seEE (z!J'1115PeE �- — o 5TOR/MEGH RM —ERTEIER IO 0 R INSULATIO OPT.REG ROOM I 14"PERIMETER ALONG SIDES OPT. STUDY - K.FOUNDATION PLAN @ OPT.WALKOUT GOND. a 3.00 SCALE•I/4"=I'-°° f / 14"0" 4 OPT.FLORIDA ROCM LOCATION I \ 1 �` KH'EAO 3.0o IGARAGE UNEXCAVATED r iL]NTROLLEOFILL � NOTE: RE=SHT 15.00 FGR ADDITIONAL - --_- 1 I - IRFORMATION F17R OPT REAR { 6z6 DEGC P05T5 W/—/ 3 v� III L0210 RCOm i � m I __ - d6 1x43 OEEI'- a CONCRETE WI-) 4 - _ _ GQVL. - FIBER HESH �. BLOCK oN wALLe t L 1 i ,' E%TEND SLAB TO 1__ \ I FA GP TILNAL PRECAST o //} A�° LONG.BULKHEAD - 'I I I by � ------ LL / —�—,� ---------�- --- ---� ---- ----- _ — � "_ 3.00 = I ---- ----- -- --------- ------ I = T a:x 7t°q-couc.1 IaT L a--� 1 I e CVERDIG `lo"POURED LONG. T�-"�� wl z:'4 Tp1F680T TYPI 0 W. 7,_On ND.WALL ON LKF GAJ 16"x.10°LONG.FOOTING 0'"4" 2i8.OR W/OPT V OD 300 T.O.AFRON /I Toa I .0 Ab BULKhEAD+REF. -}.00 1 h-s-I \-30^.15"BEAT IOW UNF IN 15HED, 30"s 15"85MT WD%' ' - o 'FT FL05A W/TOP OF SET FLUSH W/TOP OF I I g EDN WALL.OMIT ALL 5TORA6E FCN WALL.OMIT AL1. - -.-- - _ 2'-6" 3''3" PI2V/0 LONG.ITYP.1 - - ' « "`_ r ' L� P W/0(AND TYP 0" ... °.' -__ !y 13'-4 ___.. IS'-3t" �OF COL, FL 'COL. 12.12a ��-- _ / (OPT. FOUNDATION PLAN @ OPT. FRONTLOAD GARAGE / ° 5'-9" 12'1 7/d°TO LNTR LIVEJ,16`2"TO N IDE OF �54ALE I/4'-00" _ 0.00 SUMP PUMP AHU5 91 UNIT LOND P}UI 10a m= SLEEVE PM.TO VERIFY -FT-5 AS LOLAIIGA' OF COLUMN FOUND N WALL "' - fi FO n� REOD - 31/2-'CLI N ADI STL LDL.ON 36"%36'X12° _ L Z 1 REEK SOpET L 36X 6''I" LONG FTO W(°4 P 12"OL E'N. — -— - WN r - NL FTL-�7l'4 2 12"OLEW I STL COL..REF F _.___ __- LO I ID BEAMPOCKET � R62z —1 1 f—PREF K-,00-, S�a� 314"XII 7(8'LVL LUSH -�3N,X 9 I/2'LVL OR I - REF.FOUNDATION 4N �us� _ (F� o a 2-1 3/4°X 11 7/ LVL f o __ _ `-' N Iu C Ni INJOUS d- AN 59K - I oW —T.y L 11� = LSJK 14.J 120 L�� vl I I o � m L H GAR_ AD 13 1/2%II GA.ADO. r� 3 1 2 Y LI GA.40J. I AM TO �`.�' 3.00 7'-I" 51L.LDL.LN',6"%36X12" OPT. D4 LDL.CN 36"X36"X12" n(ANL FTG W/'4 P I2°OL flE FR.MG ANGo-m T.O.W. LONG TGW' " ..E W. L CPTPL - O.O24"X48'%12'LON FTO'N/0" 13'-4" p^ 1 7 GIN {+- '4 e 17"O.L.EAG WAY SEE SHT.IB.0024"%24"X12" FOR ADD'L iNFO.gW/OPT5UNROOM3.077 716, GARAGE =I RAK°WALLUNEXCAVATED � o 0 E3CQ GENERAL NOTES �1 Z ALL CASEO OPFMIN55 SHALL HAVE SAME CABINS HEIGHTS A5 OPERIN65 W/DOORS U ALL WALLS SHALL BE 2%4 UNLESS NOTED OTHERWISE ALL Ist FLR.WINDOW HORS B 94"AFF.U.NO. BE ALL BSMT,WINDOWS HORS 8 82 5/8"AF.5.U.N.O. _ REFERENCE CORNICE DETAIL5 FOR ZM FLR.WINDOW HE HEIONT5 THIN SET ALL CERAMIC TILE OVER 5/5"UNI F ALL WINDOWS SHALL BE TRIMMED PER SPECIF.LEVEL w W C SET ALL TUBS ON 90"FELT PROVIDE MINUMUM OF 4"RETURNS P.ALL OPENIM6.5 `� C o O ALL ANGLED WALLS 8 49 DEGREES U.N.D. ENTRANCE DOORS&WINDOMS W,/ X TRIM B BRICK LOWIT ION5 514ALL NAVE E%TEND JAM95. - ALL BRICK SURROUNOS 5HALL PROJECT I' (e] GENNOTEB ` � r` , NOT"�l 7`✓ REF.SRT.ISAO FOR AODITIONAI- �nf' A «t/// INFORMATION FOR OPT.REAR .G` �. 1 FLOR IDA ROOM NOT ,~i 3/0 POOR 141 PT. f FLUXZ1 REAR WALL 2/8 BULKHEADNAND �'YPARALLELTTIONALPLO STUDY 5TOR/ME2. RM l 00 V. (REPLACE REC. ROOM " " _ I{ E l ® nS I/2"DRYWALL TO ALL WALL5&CEL( 5 ^ UNOER STAIRS AT - �y WH AwB"�rV FINISHEO CONO. 2/8 o }1 E-4 ' J _ - /2/4 F C -- 510 r 8TH - hEw.✓J FUN�LtGG --i { �� Ftr � BEARING WALK p�_p n 3`3", ,• _- - Yb 5TORAOE RAKE'WALL _ I r-3'-D° `2�- n UNFIN15HEO "'s_a .A.F.M. ING e m t OPT � �� OPT.OPEN RAIL �. I a 218wi _ FC 3 ` PROVIDE DRAIN TILE AROUND PERIMETER FOUIB7ATION -- AS REO DBT APPROVED a y GEOTECHNICAL REPORT. 9, ct dcct DRAMN BY: DATE VI3A79 FIN ISHEO 15A S E M E N T PLAN o REY Ns D 99025 2- 5CALE:1/4":0-0" JOB NUMBER - 571203 _ B120YNB SHEET NUMBER 2.01 Q COPYRIGHT 1999 Pulte Home Corpo,atio or OFr.box OUT Wluvow \\\\\\ I REF.P-1100 E--1 O 0 2 X, I , PLL LA5EDOPENIN555HALL HAVE / E- ' I y- SAME LASING HEIGHTS 0.5 OPENINGS W/DOORS o! GEARING WALL SO 4-y 1 - NOOK DW q ` I ALL WPLL55HALL BE 2%4 UNLESS NOTED OTHERWISE © ` I N.L I;t FI.R wIN70W FORS P 94"AFF.U.NO. - L fl SET ALL OSMT.WINDOWS HORS 9 82 5/8"AFS.U NO. 2r 0 0 REFERENCE CORN16C OETAIL5 FOR 2nd`LR WINDOW d Q LINE OF 5 .IRS HEADER HEIGHT5 ENGLIS ASEMENT GOND.II 2/8 ^ a UftP M FO r THIN 5E7 ALL CERAMIC TILE OVER 5/8"UNOERLAYMENT -„�', 7F ./8 / 1 36";( 15LPN0 SET ALL TUBS 0 -- f PLL ANGLE)WA 90' 'F TR MMEO PER SPECIE.LEVEL ~ AL d C7 g-ry -.__.----- __ -___.__.___".._____. \, = PWDR -- I ENiRANCEO DOORN 9D"FELT $ Z o, UP ?------- ---- -- -------------- F'ROVIOE M NUMI;M OF 4"RETURNS?ALL OPENINGS �Z RAGE ( LS P 45 UEOKEE5 U N0. _ - m i IO 5 8 WIMDOWS W/I;(TRIM P BRICK = F" FP. I LAYER GYP.BD.ON ALL WALLS. - K ITC CONOITICNS SHALL HAVE EXTEND JAry,85 E--4 W z ' o! PROVIDE I LAYER GYP.BD ON CEILING / 0 I ALL ERICK 5URROUNOS SHALL PROJECT 1" 3 0 Y� W/I LAYER 7/16 050 W.I R-30 �I "1 WALL WEN REF � H� E- -4"6't -+ - _ IW5UL.UNOER 2ND FLOOR FINISHED AREA5. au 3'4" 4,6" 2 4 -� DESK GEN^10iEB O E- _- _. 13)1:/4 X18 LVL I '0/1612%?REE. _ 22 Xao ATTIC— r f OP 5 T. GOURMET K ITGHEN ✓ - 9 1y _ ALGINS PANEL ` f 1NGLE FHA GOND. ' 4_ 20 MIN. ' 121.1 /` 1212xI6W' a `- MT 4x328 L005EW/ 12u' STC.ANGLE 8 OPT.ERIC 16 AN /B Edi OE RI I B'xi'OARAOF ODOR 8117'GARAGE ODOR q0.p ' 0'-I" X 6 9, 69 3J< 13'2`/4" % 19-8 I/2 b IIT9F 25 0 g2,IT10 +34 II I�" 40-10;'r/Z FLORIDA ROOM LOLATIIXJ'� e \l 1 u f l ----------------------------- 1 = LLL1-42 3;,Ie 1LI" yi..�n I'4.' / 2 - ---- R ITr.6n 6L5 u 7 { 4i'51l2" 54'-O' I �� 1 111 PART RL'AN..O_OPT.FRONT LOAD'GARAGF` J / OPT DECK SCALE 114""I-0" ---f ` L - 5�& d7Loll f I o 1I - _ /1 ] 2r_4" WMD R0.-9" 2'-4° � 4 uD7E: 171 1 1 1 1 W C� Nom' RF_F SHT 1500 FOR A001 T'OWAL L L L L ([ B 385 FIX �4 INFORMATION FOR OPT.PEAR G` I----- -� l I6 I 5A cT.L 1 FLORIDA ROOK 1 O J T.00 I `�' I 1 1936 TWIN d5W hEyM1� --.2 Xle� 2852 DH TWIN 2 DH TA9N 7' 1 1 6/0 SOP 5T.- 5ET SILL @4411 AFr T.BOXCLT j ` 4 3030541 j'WIN_ fD0 SH PWIN 1� 1 1 OPT.61 7 .M DOORMM OPT.42' 2 2X10'0/tJy 5 EC I o�%� �REPL It SOI.ROYR 'a t _ --. W/14)U (1)5 BVEE ` 7121)alE)5P f� •-�I o Pill b/IJ+358/BET11W IINOOWS WOOO i Qi p wT1 371'X-14" EF 60 q`\ PA 1 00=�� ADDITIONAL INFORMATION. \ _ = 1gio i1 IW II$ pN i A 113 _ '6 32"AFF PAS:T4RU \ T 10 B W/12'WALL LADDER ABOVE REF. of 1 _1 I I b // o = -_- 57091"c�RE�TVENT FIREPLACE , NOOK m \�KITGH N y `�Q� DINING f' 7 ----- OPT.PFE'AB FIREPLACE [r, rte-, P,EF SHY I2o0 ` �, 36"X -ELAND rD �I FAMILY RM / Jj, �; F 1 FAmICY Rm _ _ ,FLUE LG 2/0 H�ALL m a~ - )` (,?866 P �.5K KNEEWALI _ rl - ' �m zi = uo Bra"-IL 108 \ e = e o - `REF N-II01 vo, EEAR,N6 WALL --- -- 2 «B RIN6 W LL 3C :.0 BEARIN -- 3/4'X �' w t, .i 78 (212X1 =cg3qC22 j LIRE OF STAIRS �_ L IO C 8'0"LIG LIR . I o T. w Nma PENGLISN BASEMENT GOnO. 2/e \ � 2/4 7!D pLOn r NROOM o � <<< _J r y DPT.MASONRY FIR w UP 0M;N — s� a m � FIREPLACE ��' a n u r "____.___ 3R _ IPNL - h REF.5HT.15.00 ams aC 5GALE-1/4•-1-0 _____.___ _ -- - or �• - -1 - �ZZNc - - - -� 2L6" NG 4 _t i' L IV I sy - GARAGE - - _ m� < - <lo FROVIDELL �w g - PH VI k0E 2\R6 0 ROFU HEOW,WEAS5,5`n_- _ 04 6 ( w b ON N-L ;3�4n /, WfILAYER 7/15'050 W/R-70 •p�Z(xJ' S OPEN RAIL2/6 LIBRARY est"AFr _y3� - 3.1 3/4"A 18"LV(.N/[6)2X4 P EE. 00OPT.2/0 PIE FOYER � III - -.-OPT.SILV5 10 LITE W/PNl ---- REF.H-1I.CI 2 STORY _ F---1--- k 12"WELL LADDER = ' _ m 22"X30"ATTIC I PNL I PUL a _ REF.N�II.01 - - o ACCESS PANEL L---i n a o 1 - 20.WIN. 118 118 1 P. 2 6' LLOOILF MEI N� �U 2-2X10 W/ 2-2X10 W/ 12)).12C '��F I �-REF:LEW6 _ _ w CRAWN B"' ) -- =o� PART.PLAN 2 e OPT.SUNROOM e OA f 1,1309 m = m of 2sn DH 2852 DH 7.00 PRELA51 L 5700 _ :050 SH 3070 SH SCALE I/4"-1'-0" a PEV No. DA? A NOTE L72-3?5 CH/10/02 31n 54'0" 7.00 34'0' 22'11/2" 1'-10' 0'-D" I.RFf.ELEVATIONS`OR PROJELTEO FOTER5 / 12'-0" S STOOP CONDITIONS. ' 2.REF.TYPICAL WALL`SECTION SHEET FOR REF E=V. R F.E - -V. ft"F V RCF EV REF. LEV REF,ELEV ELI GENERAL NOTES. 20'-0" \ 34'.0n3 REF.FI OOR ft ROOF FRAMING FORPROJECTED FRONTS._ NM ART. PLAN� E LOAD GARAGE —-; _- _ SHEET NUMBER = ENGLI5H 6 ENT '_�F--I R-5-T--F L O O R P L A N SCALEU4"=11-0" 4.00 Y.'vi Q � © D COPYRIGHT 1999 Pulte Home Corporation E c d � c� H A.LL CA5E1)OFENING5 5HALL HAVE SAME CASING HEIGHTS A50PENINO5'W/OOOR5 ALL WALLS 5HALL BE 2 X 4 UNLE55 NOTEO OIHER415F 6 8'6112" _ ALLlet FLR-WINDOW"5 P 94'4 FF.U NO SET ALL 05MT.WINDOWS HCRS @ 62 5/0"A.F.5.UNO. - z I.-0 TORN-7 REFERENCE CORNICE DETAIL5 FOR 2nd F;.R.WINDOW = O i0 CENTER OF TO CWINDO t,,TER F HEADER HE IGHT5 E- `� ft SING WIWOW 29 2 CH THIN 5ET ALL CERAMIC TILE OVER 5/8"UNOERLAYMENT .. W0 2840 SH ALL WIKOCWS SHALL BE TRIMMED PER 5PELIF.LEVELC"-. Ey 5E7 ALL TOES ON 90x FELT C _ PROVIDE MIM/MUM OF 4"RETURN5 @ ALL OP`_NIN05 W 7l0 2/4 ALL ANGLEDWALL5@45DEGREE5UN.O. _ ENTRANCE DOORS 8 WINDOWS W/I X TRIM M BRICK, J LONCITIONS SHALL HAVE E%TEKb JAMBS BDRM 12 ALL BRICK 5URROUND5 STALL PROJECT I" "f ORE551m6 GENND E© - �I 16"SHELF @ 5'-T AFi. 5'I - -'I" X2/4 OPT.LABINET5 �/' 22"X50"ATTIC L U R 1- A6 E55 PANEL FJJOT: : I o OPT.ATTIC LADDER o ALIk Y5 0 DR E - F*I 70 IGH, W 5HLVSL b (�1{Ia.W4i I LRG� __-- � L2 i8 SHLYS— d�vh� @ 6 HALL o � PARTIAL PLAN W / OPT. BATH #3 o SCALE.1/4'-1'-0' r� 54'-0" �j r 19'-0 I/2" 101-61 6'-2" 2'-I" 14'-4 I/2' k 3'-3x 3=3" 9'-10° ♦ IO'-91/." 12'-9i" 7'4' - 0'.0u x 10'-0' 19'0 1/2" 2)',I" 30'-6" 33'-10/Z" 76'-11 I/2"1 39'-4" 46'-8" A 7.00 /— 133Ff 05920 OSH F 101 700 D 01-455ON NN 303 -TWIN 3 �LOJJ'3 SPAN 2-'x10 t - 24X 0 - - 13)5BEE_ 1031 12IJ�12)SP EE. x36" (2�J T12�5@EEV {2rTX'TO-Wr/PPLTW'D-` ,s,ti Ot -`- l2"x36 TUB ON SH R 1 101t21 U t2I 5 @ -•— - a7 ]0"x92'DECK I r'Ie'�)NPR�(r102 a El �iI, q'-0n a 541111' 07 I} 'OLATE CRYEE ].1p gTO IGHH OG WAS F------ M5TR SUITE _ BDRM 12OPT.COYTERtO CCG. N IS 0' ; .TUB TO LEFT R ON RE'✓ERSE PLAN'-2112" cr � '1 -BRG tVAU_ _ . ERG WALLFILE 1212x10 (2)2XIo" 10 3 _ HALLHALL 9112 u2 d19:rr' ,I. MSTR SUITE -- -- �� _ / p8P1"-OPEKRAIL.FEF.E-Il 1 2/3 /r� (J�3/4"x 9112"_VL_ (2;2%4 @E E`.VBzG WALL t2)2XI0 /-;f0� X2/0 _ - ---- _.- _ F 1/0 � H -L _ M_ S25i y ON T ° a L _ _I - - 103 WALL LAXER / 4 _ ` - IR/IS 6RN� 1 REFNI101 Y_ SWVSL ~ (22%10 5i 24" --'R/15 3'xd'COL 2)TKIJ - _ - -_ - I` sE 14o� -- 1 srn 1212x10 2)2 Io R6 WA is .BRGIYALC- 2%9 �Bf pRG WALL c�_ 215 �^Tz� WIG SITTING RM M1" - 3'n`_ 57' 5is3a • UDRM i4 DPT.36'9 VFP. o mot� I P`�a WIG ...ELI.1200 ti o r r � � 1 • 01" BDRM 14 - 69RM 1`3 - 1 _>, f J FOYER SIN6LE FHA GOND . o = �I - A S�At I/4"-1-0 ?t OPEN rn BELOW -_ __ [ � DRAMN BY: ,+V P.EF ELEVS -REF. EYS J _ r2�.�6BAttOCN FRAME DATE: yISJ99 "- RIF,ELEVS. REI NATE Y 54'-J" X 34'-31!2' 2.'11/2" I'-10" 0'-0" -33 03/IG/02 VL IF,n£ 19'8 2" RE, 34'-3'1/7" J09 NUNBFR C1203FP2 5 E G O N P FLOOR P L A N - SHEEr A'UV°ER SCALE 1,4' 1'.0° - 4.01 Q CW RIGHT 1999 Pulte Home Corporation t— i D � �4 '2-dO C MTIKOU5 REF.0517E CT WE65 REF PRODUCT SPECS 3, I e 2x11 ROO R R9 @ 16�O.C. r o 0 I -- a - I'LIII IMI _ REM ELEVATION REF.SHEET 6.00 RE 55 A _ w � Z LJ�LJ � -_. _ R ER ARE UP Ri BY R6 ALL 3 8QI E 0 6-2x4 6L J01 T5 E H N6 LV BE 6-2x4 COMPOSITE SHINGLES - 1 m � O � REF PRODUCT SPECS 6 ROOF RAFTERS _ 14 13/ IB° VL 7" IB°KTTT� OT7 FL - Q'I c m N I I' 12 Z n �RE IND LR 6 A�4�' 4� -(� 1 .5PE65 FOO CORNER PL f / tet(/� Vi'RDOF FRAMING PLAN? LVL BEAM) o SIDING-REF.PftODULT -K I I i` WALKO�WAND ® ® ® ® SPEC IFILATSPE - FLOR ID.A RM REF.PROD,SPECS FOR r�B I� I� __�T_I_� r� I� LEI] 1 EEF1MV OR VINYL CORNER M _ II II II II b a r I'. II - II I L00 - T- H it II II II 11 II_r II 11 .II II 11 II 1IFM - O —� — — — IIII II 11 II f:- II II (2 hFAII N N II 1 _ POW45PMT B 5PI.A5H BLOCK j REF.PR00.SPECS. 1ST I II II II II II I:� II II II II II II II II B"I• IST .1'. . . --. III II I II II 11 II II II I o APR201.FINISHED GRADE B J STS Ib" G REF. RMP. AN e INDROUND CoMOITION TFIA' III II II II I� Ilo II II II II II II f-1 I� n H n u l r n H u u n `~- 1-1�.F-•I 11_ 7"eXl GA. .STC L ;. H-1 I ' k-1_I-II7I-1�1 i 1 III 'I-IJI-I I III = II II II II II G II II II II II II 11 )2x6 1/3 130 12" 3'4 I I 1 LVL BEAM II II I! II II T. II II II II II II II I W r 124 BOTT. W. T-2x6 W°I 1 JII j I 1 11 1 1 1111 1 II II I; 11 H H II II N II II N TW LL 24 @ WALK-OUT C � �I I I ":I I �,�-1711� I-I-I-II-I ILII I G� IIII IIII I� II 'I II (2) 3/4xx I/2' VL 2-I 4°x I/1" 1 5TUD WALL I fl N II I P.I I II I I III ' 1 85MT - _Ik_A6-L 11t< �l_1 1_11._JL L - �7 �'"� I III-1-'{III-111 I I BASE ELEVATION BEYOND I 'LI-�Jlll_IJ; I I_- _- 1 � - -'� Ly L._ REF T FL F0 PLA L I I 111 I I II I I III ' I I V 3D'30"xl W/'4 9'0 BOT. Tt QI15TW ALL I -__ ____________________________L_______________________ ---_—_—_—_ - NOTE 42"x42"x12'. SIDE ELEVATION FIRST FLOOR FRAMING PLAN RFF.BASE RAN FOR IWORMATWN NOT SHOWN W/'4t 9-0.6.BOT. REAR ELEVATION 5ECTION A-A E.WAY t WALKOUT 1/4'•I'-0" 5TU0 MALL - Q HVAC 5PECIFICATION5 - (LOWER LVL)W/ OPT. FLORIDA RM. OR MORNING RM - o El E20'-0° - HEATINGSOFTI EGUIPMENT(YORK) HEATING EQUIPMENTILENNOX; ft00MNAME AREA T6B aGDTIJ HTOCFMLLP.LFM1I ROOF RAFTERS NOT SHOWN. 19'-B}" IDi.p. _ " _ . . TU MAKE 70RK B5MT OPT.51WY 160 3932 1611 07 62 2x4 LOAD BRP.STUD WALL. 4 2052 OH �-/ MODEL P3HJB16N60 65MT OPT.REL.ROOM 960 6089 1901 153 90 SEE PLAN FOR IWO. LVL B.M.5EE PLAN FOR 51ZE 1413050 SH o - TYPE GA5 FIIRNALE BSMT BATH'3/UNPIN. 100 1910 102 43 I 5 M51LTI�PLY eO:NELT ON DETAIL _ KITCHEN/NOOK 336 41 16 1 1 2x LEIL'G JOISTS.SEE _ EFFICIENCY/HSFF BOX 3/4"TA6 PLYWO 5118FL. I�®FL. _ I FAMILY 320 10626 5964 276 270 PLAY FOR SIZE 8 5FACIN6. _ Iear1NG INPUT 100,000 es,n r--------------- L T -_ ------------- HEAT INGOUTPUi eD,DDDBiun LIBRARY 208 3700 2292 B2g ioA II IF.o FLORIDA ROOM _ � LIVING 206 6990 3267 le -710°1x5"LQV6 LAG SCREW. I HTTP.. - _ I1 OPT"DECK FOYER 144 2226 1524 70 69 -�Vq.UME-CEI H76 AIR FLOW fALTOR 1460 LFM @ 5'5P PINING 200 6021 4239 176 192 I 1 ( 10'X:12' _ LAUNDRY Tz 1048 356 23 1 16 I I \1/ REF H/1I oz `�V �v xo : - F.ORIDA OR MORNING R 200 12609 6664 zBo 1 302 1 1 / = OPr.LLG FAN-PROVIDE/ 9 60OLIN6 EGUIPIAENT(YORKI LOOLM6 EQUIPMENT(LENNOX) BSMT.UwERfLA/MORu R6Go s243 zG69 u7 22 - - 1 f _ J?a ADEQUATE SUPPORT i :WAKE YORK ENTIRE HOUSE 3129 62957 30905 1400 1400 TJI FL.JOISTS W/TOP DGIIBLE WALL TOP R/5 / MC9EL HIRA042 EoU1p.at DO REE FLANGE STRAP HANGERS (AIL 61UA048517 6°xlt"x31/1'x1/4"'L SHAPFD° VENTILATI'ON AIR p 0 SEE PLAN FOR 51ZE 8 SPACING. I i ' / 12x12 i ro i TYPE Alft LOND. K 511.FL.W/I/"t TFRU BOLT WINDOW HEADER HEIGHT xx LCP/EER/SEFA 10,0 LATENT COOLING 6142 INTO THE LVL Bt 1 I iWI MATCH GOER HEADER /GF HB ' -� GRILL HIGH N<Q 5EN51BLE COOLIN6 3LOOo Btuh _ TOTALS-_ 3128 62957 37041 1400 1400 MULTIPLE STUD LOO.GLUE TOTAL COMING 41060Bt"n _ - .\ �.X?I E� � DESIGV(A 1IERIA-^'HTG�CLG�� d NAIL EACH PLT TO THE our o 95 �I FAMILY RM OKIT. - GFI/A �� m TONS 3.5 OTHER W/16d MANS @ B"O.L. n 14.510E DB 70 75 5EE PLAN FOR 51ZE. by I�F DESIGN TD 7O zo SECTION LVL M.OVER W'000 POST AT'WALL ENO NOTE. LI6HT5 KITCHEN �^ DAILY RANGE - M CA)-�L-C�, F IR5T FLOOR PLAN RPF.BASE PLAN FOR INFORMATION HOT SIiOMJ 5 y{7ID NATE, IFL510E NVM D. - 50 : 4" 1'-O" o:\BLocKSIWtFD9?-1)9 14 .1 0 FefMNOR TV, N SRODUCT'5PeC GRAINS WATER 34 AND VACUUM LOLAT IONS. 20'-0" 14L3�� Id a, Io'-0' '8'�I 9,` 61-211 191.6" 2ok_D. 14L3. 6'-3' 6'-3" 2'-0' 711521211 WIN 3D505H"WIN ———————————— 2x6 @ 16" ------ - -------- 13X4@LLG — — - - �� o W/WALKOUT B T. I ----- I s m 2X4@LLP. /FIN.BSMT I I $v ORAIN LOCATION W/DPT.BULKHEAD I 1 , 1 1 I I PROVIDE BRAIN TILE ARouuD �� ✓ Y'o 7"0 PROVIDE GRAIN TILE AROUND PERIMETER OF FOUNDATION I /(�'Ij PERIMETER OF FOUN7ATION A5 REO DPEP A�PROVEO I 7"9 7"4 a DAIS: (/13/99 I J ��M772 AS REO'D PER APPROVED GEOTECHNICAL REPORT. I _ 10 X 46"POSTS W/ I GEOIELNNILAL REPORT e I / _ _ I 6014 X 411"DEEP I REY xo. DAIE CONE FTG I 7/ 7°/ - I 17°I REE FRMG.PLAN OR L I REF,11i PLAN F I --- - 1 6060 SOD 0,00 _J BEAM A FOOTING L0.00 I BEAM d FooTING I I a f` 1 JOB NUMBEA OPT.ATR)MDR 3050 SH M1 J RAMING PLA T� REF. MI Pt.XN I__ r———— EF. �—- -----�,e ---L--� - 17 I I ------- I o N1203R 115@JW/2"IN0.BE: - SHEET NUMBER I ^/ OPT. R G ROOM — u BEAxPDLKErEE By II OPT. 51UDY RODM 0"/ I; I REF K-3.00 I -��--" NOlEs II OPT. STUDY ROOM. -I I OPT. RL ROOM o 15.01 FOU�DA (ON PLAN WALKOUT GOND. REF.5K.I7.00FOR f FOUNDATION PLAN - iNGROUND GOND. �T.1300FDR _7 U Y 8 RETURN P'LENI.MS_--------� -R!6- RNAALa_.'RE/URN /4'•1`0` -- �--- -`_ __.f OPL FLORDA ROOM-,.-. -----�--- 16--MIN.ALGNG SitxES. 1/4•-F.0" 5UPPLY d RETURN PLENUMS © COPYRIGHT 1999 Pulte Home Corporation OF @ OPT.FLORIDA ROOM LONTINUOVS RI06E\'CHL FALSC VENT 24"EACH END - - W C2 V cQ 1 F i E— COMPOSITION sHIO6LE5 , d F� REP PRODUCT SPECS 12 1.00 I 62MP051TION SHINGLES p- CPT.BOXEO OUT RACE _ I REF PRODUCT SPECS I I I I 10� I � � (�' ell TRIM o �1 p' L00 L00 L00 a" R1m — P� o z 6°CORNAmm Ag ER BD.W/ 4"RETURN -- _ e 51DINfi 5191145-REF PRODUCT 5Pc65-- - - __ 12 6"CORNER 80.W/ REF.PRODUCT SPECS IL_IL_ILJIW f°RETURN - n C\? 1.00 3 I REF.PRODUCT SPECS ZX32 66008 ��QM 14 T 60 PANEL SHUTTERS 2 ` - ZX3t W/ROVND TOP \� 4"SILL aw � - CRICKET ti r7m 3"5ILL FYPONCAPITAL'050yy� 1� L00 FYPON'650 4C ERILK JALKARLH - WDl4.40.4. FIPOlJ '650 n- SIpl 6'5TENECAPITAL TO MATCH �rr�F F r, FYPON'B56 5TTnR"14 X 60 PANEL 5HUT1ER5NG GPT.FIXTURE OPi LI E� REF FRCOUL7 SPECS _ o I F OFT EPILASTER'252-8 II II - II I! F OPT.FIXTURE EP.ILKlIII II 6"CORNER 00. 4°RETURN FEF.PRODUCT SPECS I I DOWNSPOUT b SPLASH BLOC' ----- - REE.PROD.5PEL5 DOfN5P0VT&SPLASH OLOLK 4"RETURN 3"SILL REF.PROP.5PEL5. I F APART. ELEVATION @ OPT. FRONT LOAD GARAGE r' FRONT ELEVATIDN,�I (SIDING) - SLALE�I/4" -C / / CCG.TRIO, - RE�F`PRCCULi - ALL FROOW 66OF TIONS --� 1 ARE FROM PALE OF ME's WALL E y ALL ENTRY OCGP JAMES _ - - _.-SHALL.HtvE-E%TEUO`J - JANOS W/3RICK VENEER- - ( UPPER m 1 EXTEND LASING TO TOP BEDROOM 4 FOYER BEDROOM "I rT, PROVIDE L,W FLASHING OF CAPITAL ' 0.80VE ALL.Wln'DOWS. =Q DOORS 8 LAF!TALS. (2)2 X 10 W/h'PLTWO 10Y 12)13/4 X 9 1/2 LVL N/ 21 2 X 10 W/ /2"PLYWO. 102 'x F- _(2JJ"(215P EE. O 1212X4e E.E. Y`( sj2i5-PEE- �� AcF TYPICAL WALL SECTION - _ `.AVT.10.00 FOR A0011 ZONAL BEADED MULL IGH 2852 D TWIN 2 J'2 5 1 INF AND - � �--_. - I� 2x.6-DALLOQN AME 2852 iY11N f-I--a 1 fOURCATION NOT'S I OSE J050 TWIN I - - -- I 3050.- TWIN LIN OF OPT.BR!LK _ I X 12 LAP W/ 4"OPT B ILK -�-- t4" CP7 BRICK REF,FLCOR PLANS CRCWN MOULD X Ill RNb TOP f AM 5NT.IL01 FOR 2'LFOD R RFF F 11 01 W/(2)1042 FIX INTERIOP TRIM WALL 6'-11/2' 4'6' f'6 1 5'°" 5'6' _ 6'-4'_ _ _ INFORMATION 12-6 e ' DOOR LASING ©� I?'�31� IO'-0" 1 � � 11t , CHAIR RAII Fr�-I 7 APAP RTIAL SEGOND_FLOOR PLAN] S6ATE7I/4I',I'-0° I 1 `110 �� v RED=NRODUCT SPECS -- - - --'_-- V �I - LIBRARY LIVING a 4 ERILK SVP,ROUNP - - 4°OR ILK SURRCUNO W/ 56ALENT..TR IM E 12-)-1#21 v;/ 17-E'CID - _ ��. (IzIJ'-(z 15 W�� o s o a W/ROUND TOP _ �� E= ROUND TOP W/KEY510NE LE 3.O W/12" M8 _ n_�� o FYPGN M160FB j- - _ 4°RGI4LOLK SILL 12/%i6.51100MF MEQ ��- -2062 D-TWIN 17 `T' - 6 I m a _ ---= rw, 4 ERILK VEM=EF /_ = __. __ 306D SH TW 11 �' 3060 SR TWIN CLIPS 0 r"a RFF PROD SPECS --_ '_ 6ARAOE L- OPTS C.Km�o FYPGN CAPITAL 1350 = 11 10'N/ 0 46 PRO,SPECS,:H _, (2)2 X 10 WI (2 2X10-&-(7)"X4 TGP R BOT ^m Y 3 _ _ _ _ _ FOR NLL WI OF E01'Eft � W/KEYSTOUE I M 121J.� (LJ'12)Se E. GLUED 8 NAIL 0 W/ldd NAILS d C= - - -- --- --- --- m�=NW -_�I - fYPOtJ PILA5TER Ill $- ` 54'0" 2557 ON 45'_10" 39'-2" 34'.0" 77'-0" 27.0° PR=LASi STOC 6'.4" 3GS0 SH :050 5 4' im" -- ---6R1L1'PROEND VEER5Pm OPT.P.RIC✓i -- - --= REF EL5 - 6'<" 6'4" 5L2. 9..6.. 5'-2, IP-Ou Oi.On 121-On 74'-0' FRONT ELEAT ION 'I (8R IGK) PARTIAL FIRST FLOOR PLAN .l I OPT,ORILK VE L NEER o ------- o. _ CR1G I/I3R9 __________ _ r REV No. GATE I I _ 02-3'S 0/10/C2 \ _ L-L ---- J� _ --- - JOB NUAIBEA i >- _ IPROVIPf RIMET1,13aOIN F TILE ARTOUND i LINE Of PRECAST STOOP--=! A5 R_& YAPPRDVEO REPORT GEOTECHN ILAL REPORT. 5 JL 2 O BRICK o D1203EL1 1°' _ OHFfi HUNGER - �. Q' 5.0 0 PARTIAL FOUNDATION PLAN SCALE:114-['0' © COPYRIGHT 1999 Pulte Home Corporation o CD E- 12 12 REF.PROD.SPECS FOR FLU5H OR BOXED DOT RAKE �l 2;, 12 FLUSH F < 1.00 BOXED FLUSH BOXED --------------- -------------------- z ..................... ------------------------ 0 E- COW051TION SHINGLES _J_ 51PINO REF PRODUCT 5Ped5 REF PRODUCT 6PE65 OPT.MASONRY FIREPLACE On BRICK REF B-12 00 Ref.PROD.&'FC5 FOR LINE OF GARAGE I CORNER RE PROD.5PEC5 FOR I BILL EVAA5H WA VINYL CORNER BASEMENT 11.00 ------ 41164ORNER V, --------- • OPT FAM RM WINDOWS OPTDAT51REF.k-11.03 L 00 ---LJ -OR-0 CAR M 0 WINDOWS Z; -FRONT WIOPT. LOAD— RPfTf;_RPLANS 5112IN6 mi UN OPT BRICK CMTSPEnA511 CLOCK :N OPT�DECK OFT.PECK EF I.O IIIREF.11111.02 APPR X.FINISHED ------- 6RAOI5 AT WGROUNO ----------- F1 OPT.FIXTURE NI 1 5LCM TOP OF FOUND. WALL 0 WALK-OUT LONG.SLOPE TOP OF FOUND. y 2 - — — — — — — — — — WALL I WALK-OUT LONG. 0 OPT aA;Z—_"7- APNOX FINISHED &RAPE 8 EWL15H BASEMENT M\O. GRADE AT WALKOUT COW ----------- ..........r R16HT 510E ELEVATION L------------- FOUNDATION AT WALKOUT 6ONO L_--------------- E, ii P� C4"2 uz SCALE 114- 1'-0' LEFT 510E ELEVATION 21 SCALE 1/1' 1'-0" 2 12 OPT.105ONRY FREPLACZ REF B-12.00 REF.PROD,5PE65 FOR 00 BOXED 1.00 FLUSH wow VINTL TRIM Eff N i epfL00 L00 WOW.W/OPT.BATH II --------------------------- ------------------------------------------------ ---- ---------------------------- ----------- --- ------------------ REIF.PROP SPECS 0 MA50NIRYFIREPLALE ® ® - _ FT REF T H?00 W OR VINTL CORNER ---------- LLU REF PRODUCT SPECS REF.PROP.5pec5 FOR WD OR V14TL CORNER POWN51OUT 5PLA5H BLO� REF.PROP. 5F % Q 4"6ORW_R 4"CORNER OPT FAN RM WINO0� M OPT.DAY 1 I 1 ® ® 1-J L00Of ------- OPT,5ERV 16 POOR TO GARAGE W/01 5[W-LOAD COINP. t ENCL15H OA NY ----------- 6"TRIM SVIN6 Rep.PECOUCT 5KC5 OPT.DECK ---------- REF.H _SvIw T 13RICK ------------ ----------------- ------ ----------------- + ------------1 APPRnX FINISHED IF DRAPE 6 EN61_1114 EASE", ........... PCF.HN.02 6RA0E 8 EWL --- NT C%v. DIT 1,11, APPROX FIN15WP .qB NULLj 15H 3ASMENT REf - - } L _'-- _- - - -- - — — — — - - LOCATION GI 11�1,WIIII115 _J--- ------ D1203ELS OPT.SERV!CE POOR TO GARAGE ------ WIOPT.FRONT LOAD(OND -------- z SHEET NUW3EF ----------------------- ------- --------------------- --------------- OPT SERVILE POOR LOCATION : 4' 0 EN&LI5H BASEMENT CONVifTION! --------------- 6.00 LEFT 519E ELUAT19Umq -5, _'Lff�f f------------ ----------------------------- rREAR ELEVATION I SCALE 1 4=1-0 (K) COPYRIGHT 1999 Pulte lionne Corporation CE I I � F-4 w C9 RIDGE VENT � rM�� RIDGE VENT H H 12 IS B Lh 1 T� I� 1 I7 COLLAR TIE 'j. �l o ROOF RPFTERS Z COLLAR TIE a REF.FRAMI46 PLAw yN5 N E [7 0 RDOF RAFTERS -_ c CD F REF.FRAMING PLOPT.AN5 R-35 INSULATION - - --- W � TRARe,Y LL v TD.PLATE ^ R-38-INSU.ATNHJ _OPT.TRAY CL6---�\ T.O.PLATE _ ------__ _ _-= =---- _ 0° F•-�--1 -(ELW,J015T5 REF FRAMING PLAN 0., CEILING JOISTS ._.__�:__ _• REF FRAMING PLAN I I 'LAUNDRY L R-I31N5. R-13 INS = I I _ •. � r`—"'?'�?�^�o:i_k•.` �9 51TTING RM MASTER L30RM I I FOYER m •.........:........ 2ND.FLOOR = _ ROOF RAFTERS REF FRAMING FLAN SND.FLOOR FL 5T51EM REFS FRAMING P i.0.PLATE o IS - FLOOR 5YSTEM REFFRAMING PLAN M MATE o 12�-Z" I4 _ 4LII° A1�I I, 13 RZL IN5ULATION OT.f 10° T0.GAR PLATE - I R13 INE. KITCHEN GARAGE FAMILY I A I I 2F �q 301 P I Fa'Fh fi:aFd a� FLOOR IST.FLOOR m 2-2X4 FRAMING I IST.FLOOR - ___ ______ - APPROX.GRADE FLOOR 5T5TEM REFS FRAMIN6 PLAN -- - yy_10.FON WDLL_ �'S° i�-8° 0 SLOPE OX GRADE IN6 9T B 10"EA 9 I ^ T0.FON WALL PPPROX. AOE - _ - I - Y� 7-� 6 ArPRox.6 I I irl. D ' 2FL „1v1 c m 6A5EMENT 8A5EMENT I I �_ 3 _ I O I I 0 STOR. —R 131N5 0 - I � R-131N5. 13 T.O.Cox.FTG. `J — — — — — .— — — -. — — —. - J — — — O.LONG FTG — — _ — FOR SND WALL — B WALKOUT LOIDITI0.N FOR STUD WALL f WALKOUT CONDITION c 000 0.06 a UILD NG SECTIO 0 6 _ o tax A tax ]QQ E19' I-C M ` Bim j Pan i1/2 � �� ova�,i?tai 0-8 � ti IG 14 a¢ 13 � IT / Lq.J01a� = awl V r.33 g<3"z b° T _ 6 4 3 2 = I a 2 SII !O t,a,.lolnlc.� 3 c. 3 0 DRANK NY: 6 1 DATE:VI3/99 B y - flEV No. DA1E OI-0fA O6/R/01 II 13 .IDB NUYRRi - - - - - - - - 14 - - 51203 E1203SEC C = SNEET NUMBER -].QQ &11;_i__ A.E 1 4-No w 7 o � 1 .00 © COP-RIGHT 1999 Pulte Home Corporotion A QL_ DI �Q F CHART' o I JOIST H❑LE Lr E--+ O 21 ,• e F- 1 2'.4w!Wryp. 0•�9" -4° U] FIRS — T FLOOR�FRA I G PLAN _ mmrj - �. IupJ Ii y T1z � wR III II I 1 I II II II II II II II 1! i :�� II II II II II II II II II + •,, 1 ti�y ' - ^r II j IIIIIIII IIIIIIII IIIIII III_ IIII IHI IIII IIII HIIII (I/ y i y 911171 IleS''IoDEE,B-S R 0 9_R.'T-_po F`J E' 20IIS BII STAR1 FRAMIN�"�7wA_ DLTFROMNYFROM HERELMT1LEVERED R � NEOLW Q-4.IDININNODON015UPPORTwCw II II II II I RPAsE 1/q I16 /5o 6'-0" 000 , II II II II II II II II II �]_.� - - ` it 0%91/2"OCONL.LINT'L _ oy /p� 1L_.411_�_a1_i1 SIL JL wl z .Tol a eoT.Ir7P) JL ..IIT F—ITAH, JL_ I' , IL02 ❑ crosrc —} MFll i �\ 24' .III �_-- 5TL ON ONG f G sT a. L-` 1 R-F. °N PL EAM OLKE ? - `QeW'i u N r �.J.) FM 0� N -tF- DN FL N 2'-4" 3-I l2"/ GA. J 5i L W ' W o -I 3/'Y.I I /V F-.0 120 SEE AN P EF PPE 122 B STAIR OPENIN& 124 O "i a R F.FD F1.A!1 O B.0 I - - e 8.00 CATITILE4ER FLP. 2-1 3,4'7.9 1/2•LYL H=z—s ^ JO!ET e T415 AREA W ? J 1--� OPT.MA50NRY FIREPLACE 0M11 s ONE zor-Hvnc J Deu- zoN srsT o a '� --- - '' 22 °' i = SCALE 1I4u ry 2 20' V-3- IE- w 4` a CW o 6TC '0 �`VI ° B00/ MATERIAL LIST mo - 1 . �� T BAY W m i � - � IALLBSIC50 R IM I I / NDTE TLit R a \ � EF.SD.FRmG PLAN 6 OPT-SUNROOM RAN FOR)0151 NOTES. 26 r PART.MMINGPILMN/OPT. PART. IST.FL. FRAMING kg 51X BAYS B LIVING AND DININGWjOPT, SUNRDOM =g s"n= - -- SCALE-1/4",1'-0' 1.A CF f R 5 T—F C-0—OTR —F R R_M—t N G`P L7A N — E L E V f'—I�&e "2 N _� 7A7 14-..,.-o..' II --ir _. _.. ,/ f—z I I 7 /S L'P1 —J'0t5T '20 0R 26A @ 19 .2 0 G (U N'.0. ) s4oNEALHSICE .,A""w/16d NAILS 3 n .B"I-.!I i5T I o� 4e�n P I MbS I`nEN n_ I WOOD BEAM.SEE 1112) ] as �Sr PAN FOR 517Es��d`^ �� FLOCR FRAMING NOT U m - � - SHPNN FOR LLAR IT7 ii$�wp i�w� 2-112"0 LAG SCREWS REF.FL00R PLANS F02 DIMENSIONS F I R 5 T FL O OR F R A M I N G P L A N — E LE V AT I ON " 3 /4"STEEL"L"BRACKET—i STEEL COLUMN SEE PLAN FOR SIZE. SECTION P Wow F7EAM ON STEEL COLUMN CB SCALE `-ERVE.4IBLOLKSI5TLt5TCOL10 Da.Avry BY DAiF. I/B/99 ISTfN TO r -N/8'USB RI - - _ ♦OrF_ 1-i/B'CISB REIIJFDRCINL EACH SIDE-FASTEN TO .AIN DOUBLE i-)DIST BY NAILING THROUGH 4E9 )DIN DIIUHLE I-JOIST 3Y NAILING THFpWH WEB gra SQUASH BLCCK CUT 1/16'TALLER THAN THE F4$T NING_$_CHU�� 1 TO d PLY FLUSH LVL BEAM(SEE FLOOR JOIST USING tTloa.0 R ILI \\I ❑eE VD WILL V I-'TOTALLr �'I SDUASH BLOC B�l'oi -IF EACH FLANGE W/IOD NAILS a 6'o/c STAGGERED WIIH L-HUVS BU AT 6'o/c INTO FILLER BLCCK WITH 2-RUVS Bd PT 6'o/c➢NTLI FILLER BLOC( DEPTH DE THE I-JO[ST. USE UNDER FIRST FLOOR 2 OR 3 PLY BEAM.TAN-3 ROWS P J2'o/c EACH DETAIL 8 FOR FASTENING SCHEDULE) P.EV MA. DATE LO.O Is Lc H 550 P.. R \TOTAL LOAD IS noRECTHAN 3/ PL SILE BSTAGGER`D NOTE,usf T[FFEucaS ��"'\\\ I INTERIOR SEARING WALLS DR]/9 D PLF-- t-1/a'OSB BL%G.PHLS. d•CR T/a•Dse NOTL USE WEB F:LLEIJS 5'NEB WE3 S "335 OB/10/'J1 CSB SUBFLOUR� Sia•OR>/ S/a O 1 EETWEEN EA CANT.1-JOIST SUB H n 2 R IF REQUIRED BY THE HAIJGER STIFFENERS IF REQUIRED BY r BEAN.ON 1/2 GLis ENDERWASnERS THE HANGER MANUFACTURER 3/a'DR FIs-OSe Doi SI S e 2A•o/c MANUFACTURER / SUHFLOGR�c SUEFLOOR� _ I SUBFLUUR� STAGGERS➢ W JOB NUMBER / \ I 51203 116' Illi' 1 �c16' 1 aAx. \ IHAx, \\ �� pSAx / ro.PL .G1203LP' X x 2A'MAK. VL BEAM SHEET NUMBER NOTE.USE VEB SANT_ STIFFENERS 1= RI4 LOOR DEPTH SAME USE CONTINUOUS 8.00 0 NOTED Du LA'!Wi AS FLOOR JOIST DC?TH � _d•MIN USE 2xBx4'FILLER BLUCK �8 FILLER ELK. FDR 11->/B'SEHILS 26 6 30 WHERE HANGERS NOTES USE DBL.SWASH BLOCKS NOTE,USE SQUASH BLOCKS IF DR.'A' ABGVE nD;r.NSF FR JOIST'A•TFFP M IFSS MTf,USE FDR AISi:6'DEEP GR LESS ROTE USE FEP JDiSF qi Lr Si IT ALL BRC.WALLS S BEAMS UNR-INFORCED CANT, ARE USED ONLY IF NOTED UN LAYWI NOTE USE WEB STIFFENER IF NOTED ON LAYOUT TDP MUUNT I-JUiST HANGER SHOWN 1, RIM J❑IST-BA�D 2. RIM J❑IST-ENDIJALL) 3. RiM J❑IST-BENDWALL 4. RE1NF❑BLED CANT. 5. D❑UBLE i-J❑TST 6. DBL. I-JOIST C BAY 7. SQUPSH BL❑LKS g, DR❑PPED LVL BEAU 9' SLUSH LVL BEAM C "O"I GHT 1999 Pulte Home Co oration �._ LPI JOIST HULL CHARM o a START FRAING LA IR, HERME E-- d' �zlzz �zz� = �;, 0.N a —OPTIONAL BATH'3 SHOWN 801 /B"KERF TO TOP OF z m DO BOTTOM fLPNC£ -- -- -- -. - ZP di R ro " m ~� �' 6 I� FLOOR JO 5T x �7 A"K`_RF TO"OF Of - -� -� --- -- 'I� •.' R�- w _ ^ (y -Ir 19i I7 0 E 1 is Z. o - z 51MPLE SPAN CONVER51ON 47" � o 22x10 W a A FROM MULT15PAN B" JDIS - r J.12;54E.E _ _ x F Ili A 191" .0 ma- 5'I UC _ w�TWIN WIN9Gw 801 J° x1 w _ 2.22 ° 1 o o IT al'E - o� R - _ W Zt J+2 52 EE. Z (� _ @ Nc Z NE HV L� � _ 1 I'�6 0 I I I 1 - . ,U11' W/CT'T.DAY WPD 00OF EAf INC NALL - -' - T A Abd E- E5 vN 5PA6 0015 `' ', _ - _ m FOR WAL LO D ?30 F. PROVIDE SOLID BLOCKING .01 301 ? t l h \ - 2 BETWEEN JOISrS UNDER 2 3/4" 9 I V } C / L L e EAR) �WAL ARID NAL AR LL BEARING WILL - 1 I — - �I 109 �i - EDBL a'E srEM - : _. .—__ - 801 m { y/ 1 �u o i L E Z SYS AI,NE BEA%r W L xa w� n ONE-DE5 V 8 WE 15T5 o < i F c _... __g..._..___ OR UI LL LG 11OF 0'L - "- a a Q�••E�A 1.2-1X10 w W/TWIN WHlDO'w u 1�1 III /6""I J015 /W 2.2-2x10 W/ ]/8�I-JOI 5 120112158 A 19.2" Z D.G.: ),. 11 'N/OPT.BA 7 WNO _ _ d=_ 13L In 2 3,2-2x10 IN �� { z eD Bso 1410+(21seE R OPT 5JNROOM OR HDR 1311 3/4"X IB",LVL 111 Li v� 1 1 o� El 8.01 4?Fx " x d ,5E60ND FLOOR FRAM IN6 PLAN - ELEVATION I� ? MATERIA)_ {-iST 1 rte, SCALE `0" �� ..{ 1 I 7 / 811 LPI 20 0R 26A J015T5 @I 19.211 O.G . (U .N .0 Fes; 11 7 "F BTS1 71W1-.101 5 zi ATI "O.L MAX m� I—ILL REF ELEVATION p REF P.00F FRMG FOR'WDW 6� oR�c�i� 5ECONO FLOOR FRAM IN6 PLAN - ELEVATION ` 2 -d' SCALE:I/4°=II ------ �' S 11 2 "I-JO TS _ INTERMEDIATE JACKS 22x4 SPI yy 7x11 AT 12"OL AX GLUED b NAILED W/164 MAIL5 4 6"O.C. 5TA66EREP W/I"E06E 015TAN6E ca�`�i Wfivia REF.ELEVATIGN'I FO {GOOF REf.ROOF F .IOAO © ® \ .REF ROOF FRfdG H3R 51ZE5 SECOND FLOOR FRAMING PLAN - ELEVATION # 3 DAAWN 9Y: DATE'I/13li9 -GF GSD RIS'.I" U -- D EACH CH EN USE RIM IF INET QU S RSB RIM JUST HE EACH USS GEINFORCING LS 1 6.1 - IAllE TO JOIN➢RUBLE i-AISi BY N HR01 B"ED 0111 DOUBLE 111 IT BY NAILING THROUGH V 11 SRU.ASY.BLOCK CUT IlIII TALLER THAN THE ' FASTENING 6d SCOWS @ a PLY RFA LVL HEAR(SEE FLOOR.,IIsi USIVJ II r10d Na1LEPER FLANGE I END'/ALL- T]TaL Sr BLEC.0 2�'c/c- 1EPCH FLANGE w/iDd NAILS B 6'o/c SIgGUERED WITH 2-BONS Btl PT 6'o/F INIp FILLER BLOCK VITH 2-R]1.'S Hd IT 6'o/c INTO FILLER BLBCK DEPTH OF THE I-JOIST. USE UNBER FIRST FLOOR 1 2 DR 3 PLY HEPM:16d 3 ROWS 2 12'0/c EACH DETAIL 3 FOR FASTENING SCHEDULE) REV N0. DATE LIP,IS LESS TFPN 450 PC' OTAL LOAD IS HORE THAN 1NILR IDR BEARING VALES 7 >\ \ \ T50 PLF AY l-1/B'DSB BLKG.PrvLS. 3/4'O4 7/B'pS9 xnTF:U:P VFB FN LERS a vEe I II�� S[➢E STAGGERED NRi1 USE VEH STIFFENERS / 02 65 O3/ID/'J1 3/4'DR)/e' \ DUTIES EA.CANT.1-JOIST SUBFLOOR STIFFENERS IF REIUIRED HY JAI✓ 4 PLY HEPN O��Y:1�/2"GILTS+fEN➢ERVaSHERS IF REGLQRED BY THE HPNFfR / ISG SUDFLODR-� 3/c-UR 7/1'USB 3/4•DR`W OSB THE HANGER MANUFACTURER 3/4.OR 7/B'RSB /�//�/ H IDES-z ROWS e?4•o,•c MANUFACTURER SUBFLUOR� SUBFLEOR� SUBFLOOR STAGGERED JOB NUMBF2 / 4Y.. MAX. %X. / \S` 1 / TI P ILI G1203LP2 k VL BEAM MAX. SHEET NUMBER NOTE USE VE' CANT. STIFFENERS I: IN Jp IT IF?TH$ANE USE CONTINUOUS a O HOTEL DN LAYOUT aS.'LDCR_GIST DEPTH 2e•MIN. USE Rxex A'FILLER BUCK ?xB FILLER ELK. FOR 11-7/8'SERIES 26 L 30 WHERE HANGERS ,NOTE:USE DBL.SQUISH BLOCKS NOTE:USE SDUASH BUCKS IF 6RG.VALE AEOVE tl J.FVN JOIST 1e _Ee C.R LESS N T R HIST 16 <ffEP IR LESS uUIE:UlE fCv N 1 16'DEEP OC LESS ai PLL BCG.WALLS&BEFNS UNREINFDRCED DANT, ARE USED ONLY IF NOTED ON LAYOUT NOTE:USE WEB STIFFENER ff NOTED ON LAYOUT TOP SpUNT I-JOIST HANGER SHOWN RIM J❑IST-BAND c. RIME JOIST-ENDWALL 3. RIM J❑IST-ENDWALL 4. REINFORCED CANT. 5, DOUBLE I-JOIST 6. DBL. --JOIST e BAY 7. SQUASH BLOCKS 8. DROPPED LUL BEAM 9. FLUSH LVL BEAM C COPYRIGHT 1999 Pulte Horre C or]tion _ 11,111 114K1 111, 77 HALED " NAIL -9- TA6661960 01 1"IfUGGE 0151 INCI, ti 900 L E- cq E- F F F 5el cc )F R, Oc m ---- -------...... rT",.[6 0157 9160C. 04 P 4 Il LINE F 0.I C,11 E- z IT Ll -� I L BEA N5 t IF 7o UI L- illAF''HILL ------ ---------------- Me pc DO RM -R T�RIP 1\1 ECIC Ii) CO -Tx-1 MO 3EA II-X F U q��A.LT, F: [LAR 11 11 IF -�o-5 111 36[LAP, 1 3 DBL qf ZONt I f-, T-11 III F; LILULd 111 [9,6 I 2-1 1,' LV 0 u u L �3 9 u u T u u u U�u DOM 0 Q, TnA 12�Z X HOW (2 x 10 NOTE A55LIME0 PE51CIN LIVE LOAP P ATTIC 20?EF. W" ",1 9.0 1)5119 ZX4LA 9 24'OC-i (@ -1-IL-1- BEARING WALL57,�45PF5-C�q.APEel6"06.UNO ATTIC 6EILIN6, J015T FRAMINC, PLAN 7 X LAMI R 24"06 9.00 SCALE:1/4':1'0" 12 0 0-F F RWM-M-6-R L-A-K---E-L-E-V--A-T-'1-0 N f r ZX6 OVER DU TFRA1HN6 SEE ELB.5 5ff FRYE,PLAN FOR 5PA61W 12 ZX6 OVER BUILT FRAMINr SCALE 114" PP.OVIMEX)RArARA66.TRU55E5A5REO.PEK'6Uf5PE$ASENE�J�60,W FRM6 PLAN R SPACIN6 OF R-1115 SEE ELIE REF fgM-PLAN FOR SIZE 5 5PACI-X R1?F'RAfit - FI RE. PLAN FOR SIZE 8 51ACINO I"RAFTERS —W 'tI-IXMO PLAN FOR 51&-&NFAC,146 s—LE A.LW JOISTS CCE rRW-FLAW FOR 51ZE B 5FACI% CEIL1415 JOI SEE FRK6 PLAN FOR SIZE&SPALIN6 GE IL 415 01-1 5EE rRmo PLAN FOR 51zlt a 5.461 WG ,.: 111L IOPFLATS015L.FOP PLATE :F - w �= A EXTERIOR DICARIM0 WALL Oft TO?PLATE NA N BEARING LINE 13E f0NV FFF EXTERIOR BEARING'YALE -'\TYPI(,AL BEARING /Q 13EAR INIG 6 PROJE6TION TYP 1(AL 13EAR IN6 rA R I 'LVL 5. ZRIF,CLEV.'I FOR ti AI 2 X IZ L= 64RA&F ROOF FRAM"6I , 7 N a 7� 2X41, 2 X 4 LAPPER 24"0.6- x I-NAILS OC- ROOF FRAMING PART PLAN ELEVATION 12 2j A,ER AT EACH PALE CIEUM,J015T`_EE PLAN -T FOR SIZE AND 6FA61N6 5ffARIHC WALL EEE PLAN FOR LOCATION REP M FL.F.1AA1I%PLAN ELEVATION 7 rp- IL IMG JOIST 50-16E DETAIL N DRAWN BY- -i! \2.00,/xci,E-374-.-0' :L- 7 AME M/99 RAFTER 0' R-�-4" , ANGLE IT P) REV No DATE y FRAM INCPLAN 'Rol"' 11 121 JOB NUMBER 1z I L ZR11 1111�'I FOR LAtiti DOE L96 CLI? 15AR101 ONE PER RA REF.RX.- ROOF 7 LOF RJ7ER5 44'0 C 11 dill [51203J 111UN610151 H1203RFI 2 2XI 0 2-2XIO 2-2X6 X3 SHEET NUMSER 2 A 4 LADDER 21'O.C. L5.,4W6 L0056 5TIL ANGLE BRICK -60.3M 005e 5TL MOLE. DRICK RAFTER (ONNF-6TION PETAL ROOF FRAM INC PART PLAN ELEVATION '3 OPT . FRONT LOAP GARAGE SCALE:I A"�11-0' 9.00 SCALE l,4'2 I'-D' Q COPYRIGHT 1999 Pulte Hain.CO polotion OF � y 1'LE55 TRAM FIN F.N DIM I"LE55 THAN FIN-FIN DIM I"LE55 THAN FN FIN DIM - — -- GENERAL INOTE5 ��-� -� E 4 t o t COMBUSTIBLE MATERIALS SHALL ` W CV REP CHART OF FP FACIM6 FOR FIN1511 OME'SION a NOT BE WITHIN("OF A FIREPLACE OPENING. 3 I/2" 2 X 4 FLAT- LOMBLSTIBLBS WNHIN 12 OF THE FIREPLACE OPENING ` CAP ^ cv I'-" VARIES I'-" 3 I/2" 2%APA )UT— SHALL NOT PROJECT MORE IRAN 1/B"FOR EACH I" 3 112 _ L2 X 4 PAO OUT FRPMVJG 2 X 4 FLAT PAD OUT ca 015TANCE FROM SUCH OPENING. X 3 OVER 2%8 �--� REF.NOTES _ w 2.OM EL7 VENT FIREPLACE TO BE INSTALLED PER BELOW ®® [ex 2 v mA%'FACTURE's 1NsrRucnor s. Q Z rs E ND GIP. P.I'BEL ' TENb GYP.B0.I'GELOP! �`� _ �LASHING AS REOb y OM OF OUT FR EXTEND GYP.BD I'BELOW BOTTOM OF PPD WT FRMG. $5 x C'J -` BDiTOM GF PAD OUT FROG. -mac,Ss A _ INC P4 Y AOC'FRAM REF.CHART OF FP.FACIN6 FOR FNISH DIMENSION - "� +r—f `,�` - --------- _ / ON I X PAD ` g IE 1'-'-31/2" w FRAMING ELEV TION u`"1 FRAMING ELEVATION 4 , 3 112° FRAMING ELEVATION = 4"CORNER TRIM 1 'Z Gj `b I � 2 X 4 WALL Fl2AMING _ REF.NOTES - 3 1/2 PAC OUT ABOVE MANTEL 1 1/211 PAD OUT ABOVE MANTEL ` E-1 ~O oI.-. 2 x 3 PAD UT FLUE t` _ 51DIN0 TO MA MOUSE ` BELOW _ Cn Y +01 bol ;112"PAD OUT ABOVE MANTEL > - F1RE5TOPPMG - PREFAB FIREPLACE W/CERAMIC OR PREFAB FIREPLACE W/BRICK SURROUNO 8 HEARTH I I MARBLE SURROUNO&HEARTH I 45° 45° 5HNGLf5 REF TOP RATE 77 ° - _j PROOULT SPECS t 4 I/2 I 6iii' z eii IREPLACE PAD OUT DETAIL5 RMANTEL EF RCR ACE �tz,(tG/PiLA1.E X X'r•-I'-C" �E_ TRIM DT[i5 - ALL ERIN TO BE :AME 0.5 HOUSE TRIM COLOR ELEYATNIN'C'Z STORY ELEVATNNI"A' BASEMENT m PREFAB MDDEL _ METAL'FIREPLALE / HEARTH PER FP OETALS / 5'-0"P 36"FIREPLACE HE0 5T REF.CHART OF FP FACING FOR FIN154 DWEN510V / 6'-0'P 42"FIREPI_ALE I-J5T/ FIRST FLOOR _ �y I'-p" VARIES I'-0° 3 Ile // LNE OF WALL TRIM TO MATCH TRIM PACKAGE - UE 711.E FF I 5LO' VINYL SOIT a LFL / P OPT.AN NECK MOULD(LMP4621 , PER PLAN -ELEVATION SEGYION 2-Iz6 MAIF L m / J(( 111 PANEL MOLDING ON 606`-5 - 1--a (LNPULD 4621 TM -__ 3 114 LROM MO1/2° I tLMP o 1/4' / R.D.PER MAW ' WOOD BURNING PREFAB FIREPLACE DETAIL5 514»6 TRIM.BOARD TO 6 1/2 / REF.PLAN FOR OPENIIG 5176 MATCH OPENING WIDTH 2 X 3 PADOUT/ Of MANTEL MOIAMG �- LINE OF MAVTEL I (430) _ a' FACING REF.OTS ME OF 57.W.PAD OUT ABOVE MANTEL R"ORI2'&RILK.MARBLEORTILE EXPOSURE ON 510E58 L____ ______ __________________________'___ ____l TOP OF FP.OPENING PRE-BUIL,'MANtEI VARIES m BRICK SURRp1UD - - TILE HEARTH BY FP MAK41FALTURER = _ EXP0560 FLAT BACK 2 METAL FACE OF F.R ELEVATION'B" B'-U'WALL MARBLE HEARTH v w MOTE MARBLE HEARTH MATERIAL UI 04 ALL I 5'-0'P 3fi"F.P. "CORBELS TI ELEVailONS IS iF[SAk[. 5 6"t A2'FP P 36^ ZII 2H 51P 51PE WALL CONO.1 CORNER CONO. 5'-6"P42°FP. I � E=- �0__ GENERAL NOTES , Or OF FP•FACM16 NOTE: � 1.COMBUSTIBLE.MATERIAL5 SHALL TYPE DF FALN6 36 ;2Q� IREPLAGE W/MARBLE OR CERAMIC TILE FACING �.F�dA50NRY FIREPLACE ALL BRICK VENEER TO E � NOTES, OT BEWITHIN 6"OF A FIREPLACE OPENING. Z. XLE` X'-TO� ZG N.5•X.X-I� IN RUNNING BOND o COMBU5TIBLE5 WITHIN i2"OF THE FIREPLACE OPENING MAROLE/CER TIL 5HALL NOT PROJECT MORE THAN 1/8"FOR-41x 015TAACE FROM 5U(H OPENING. BRICK 6'-1" 6'-0' - m � L DIRECT VEVI FIFiE'LACE TD BE INSTALLED PER = yNi " MANUFACTUIG''S N5TRULfIA!x a F COMPOSITION 5HINGLES -5 F Te01 21999 �LD3 H° 1 / OVER T/16"ROOF 5HT0. w E59 OVER 2X6 RAFTERS IL6' a a` - TYP. i3 �i25. Wzm 6"FASCIA ON I X PAD IZE PER ODE ---- i � LINE OF CHIMNEY 9 TOP VENTED FIREBOX IREPLAGE ELEVATIONS __ 4U AIR INTAK 3 RON5 OF'4111, i RE13AR E0.SP E I` ' I FRONT TO BALKSIPE 10 blur o FIREPLACE VENT LAP W/REAR VENTED FIREBOX RAMN Br VINYL SIDING OVER a oaTF:olvl-9v 51-EAT NO — a L Q ON 2 X 4 STU25 W/ 9 Qy� BATT INSULATION 1 118_ _ _ ORADE LINE awNuuHHx 3"TRIM - NE DTL 5 SECTION DETAIL DEPTH OF FOOTING PER FOUNDATION NESTD1200 TO BE MIN OF 17"DEFP = AND 6N EXTENDED FROM FACE OF BRICK. SHEET NUMBER EPLACE W/MARBLE FACING SECTION E DIRELY VENT FIREPLACE PTL OF MASONRY FIREPLACE 2.00 X•I0 �LNE'X/X'=I-4 YALE X/X=I-n 5CALE- 314"=I'-O" © COPYRIGHT 1995 Pulte Home Cor oration OF i �� GO;LUbih 4 n z Soli Al CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number /c3 D Date THIS CERTIFIES THAT THE BUILDING LOCATED ON ,(d yi 11'e— MAY 1,E MAY BE OCCUPIED AS `S 4,t 13 m's, 16,4 7% s, INACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO �y /f P_ �yI yes ® � /[/• - 5© ds�j Building Inspector NpKlf( 0VM OfAndo...�1.. .. ve CA No. /30 o dover Mass. 8 d 5- 0 3 'Q COC HICK WICK y` ' ORATED p'P��,�S S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System, / BUILDING INSPECTOR THIS CERTIFIES THAT.............. ...��'.e.......... �-yi ,r_s........�......../l'. � ...... .... Foundation .. has permission to erect........................................ buildings on ..�.d.t�p.�..�.�. /., ,rn b.�n�.!. � ...... .. - Rough to be occupied as .!.3. me 0" a �'u�/^ ��z ti J- 3/y ,�3AA.5�� d�a!/ �4��c�j� j?�e S/��t Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. $ e /g � PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS n —Q UNLESS CONSTRUCTION STARTS E ICAL IN PECTOR ylF ✓!K•.�....................... ................... ...................... ... Services_-[ BUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPE oR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and.,Approved by the Building Inspector. Burner Street No. G � Smoke Det. SEE REVERSE SIDE J �,�� Location }�o{ �� I ! A m L-pr u Me-(e RIJ No. ! 3 a Date I I u 0 3 &ORT" TOWN OF NORTH ANDOVER O _ } ; Certificate of Occupancy $ �SJ�cMusEt Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Q by Check # i 16876 Building Inspector HOY-06-2003 09 :20 AM MARCHIONDA&ASSOCIATES 781 438 9654 P. 01 AMBERVILLE ROAD i a.2,_ 552'56'28"E _ LR85.73" �- �.IyI 1 56'26 W34.5 G-11'35'17, R�325.00' r' C ^w 100,0426.2' 26,0' 26.3' L+77,2p' 6-13'36'36" � z R..325.00' 21.2' I I EXISTING FOUNDATION TOP ELEV,. 171.00 x-17,1' 20.8' ' 26 w 11645 S.F. 29 0 0,27 Ao, 12281 S.F. �, o 0,26 Ac, P N i LOT 27 12252 S,F. 60.1' 0,28 Aa t N4 4- N46'08'4 "W 90.31' �' N46'09'41"W 66,64- N 46'08'41"W 6,64'N46'08'41"W 24/.!)'L erFr,E~+i M. +. h4ELE5CIUC N0 Q ff WE HEREBY CERTIFY THAT In- f RCMIJGJ nini inns IfIC OUILUIINU 1> LU1-tAlLU T I �PAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONILY. IT WAS PP.EPAREb TO TI![ REW!RIED rET[,'Oi(B-or -- FROM ExISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D, FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE, LOT 27 FOREST VIEW ESTATES MARCHION®Q NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS + PREPARED FOR 62 MONTVALE AVE. SUITE I -'ULTE HOMES OF NEW ENGLAND, L.L.C, STONEHAM, MA. 02180 257 TURNPIKE ROAD, SUITE 200 (781) 438-6121 SOUTHBOROUGH, MA 01772 SCALE: 1"=30' DATE: 11/5/03 Town of North Andover ITh . BWldiug Department 27 Charles Street '} '�QLYh Andover,lvlas sac}xusetts 018+5 � (9?a)6SS-9545 Fax(978) 688-9542 �� IL ��`�S�►CNLt5��5 APYLLCAM-TIONF TE F QC UPAN ADDRESS / 7/ �rn��r Vi//� ��a �✓ LOT NUS18£R DATE MQUEST FUXD DATE READY FOR IlVSFEMGN_2 D ALL WORK AND SIGN-4FF'S 1JST BE CON&LETED-WITHIN TRIS Tnvffi FRA)a. A M-1NS,PECTIONFEE-OF TWENTY FTSE(S25.)DOLLARS WILL$E CHARC'ED.IF THS STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SICrNATURE ' (a�FICLar USS©NLY 6- D.F.W. —WATER ME ATE tiV. 1UST INDICATE THAT Tim WATER METER HAS BEEN INSTALLED RIS o ZNNSPECTION VEST DATE. c GN T 1 D�� TION . Date.f i.`. . .C.?. Of 4 .0 RT:��a TOWN OF NORTH ANDOVER 3a p PERMIT FOR PLUMBING ,SSACHUSE( This certifies that . . . . . .� . . . . . . . . . . l . . . . . . . . . . . . . . . . . has permission to perform . . . `. . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . �.�.�. �. . . . . . . . . . . . . . . . . . . . . . . . . . . .�. .�. . . . . . . . ., North Andover, Mass. / ). / �� 5e-« L at . . . , Fee.7.? .? .r .Lic. No.. �/C �. .� . . . . . . . rL : .�a ,;��, . . . . . PLUMBING INSPECTOR Check # 1 ` 3 + 5820 f MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type.or print) NORTH ANDOVER,MASSACHUSETTS f Date / 2 -/ -OS / Building Location 1,71 Owners Name Permit# '�to Amount —212., 7 ///2/, e of Occupancy New Renovation Replacement Plans Submitted Yes No FIXTURES W C z Cr o w w w Q a a d SUB-BM BASEVIENr Isle H-" M HJXR MHDM '"H 1i" M HDM 6M HDM 7MR(M 9M HDM (Print or type) Check one: Certificate Installing/Company Name -�� M—Corp. sP3 J Address( Partner. Business Telephone ZY1 Z/C /15,C/ Firm/Co. Name of Licensed Plumber: a Insurance Coverage: Indicate the type i urance coverage by checking the appropriate box: Liability insurance policy �1_ Other type of indemnity ❑ Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner E Agent I hereby certify that all of the details and information I have submitted(or enter d4aa ove application are true and accurate to the best of my knowledge and that all plumbing work and installations performde er E mit Issued for this application will be in compliance with all pertinent provisions of the Mass achusetts,.State flumff' ode and`Chapter 142 of the General Laws. 1___`_� By igna ure 01 LICenseaum er Title Type of Plumbing License /,/J City/Town cense um er Master Journeyman ❑ APPROVED(opRcF usF owy 1 Date../�/`: .1�.�...... TOWN OF NORTH ANDOVER PERMIT FOR WIRING o This certifies that .................. has permission to perform ..... .. ....... ....................................... wiring in the.buildingof.k�� j//-.,//ZA-,.. !.../ � .................... /..�./!..�1�;��:'.' �L: .. rth�Q 7 at dover,Mass. Fee ... ELECTRICAL--- *--I'N-S*P'*E*C'*M**,R" ........ Check # al; IL 490 Commonwealth of Massachusetts orf , I s rry�yy N Permit No. Department of Fire Services r` Occupancy and Fee Checked 1 BOARD OF FIRE PREVENTION REGULATIONS [Rev. ]]/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 12/10/2003 City or Town of: North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 171 Amberville Road, Lot 27 Job#20017 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) w - Purpose of Building residential Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: see below ' Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of CeilSusp.(Paddle)Fans No.of Total : Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ n- ❑ o.oEmergency Lighting rnd. rnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o.o InitiatinNf Devices an evices No.of Ranges No.of Air Cond. Tonsl No.of Alerting Devices No.of Waste Disposers Heat r Pump Number Tons KW No.Detection/AlertingofSelf-Contained Devices No.of Dishwashers S ace/Area Heating KW Local ❑ Municipal [:1 Other - P g Connection .. No.of Dryers Heating Appliances Kms, Sec No ofysteDevices or Equivalent❑ No.of Water KW, o.of o.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent — No.Hydromassage Bathtubs No.of Motors Total HP TeleN of Devices or Equivalent OTHER: Security System Attach additional detail if desired,or as required by the Inspector of Wirer. 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:) m (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 SysternsJ SystemsLIC.NO.: 1608 C Licensee: Michael DeCosta Signature LIC.NO.: (If applicable, enter "exempt"in the license number line) I UL. Bus.Tel.No.. 781-937-0555 Address: 18 N Maple Street,Woburn, MA 01801 Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ tv� � I 1-old,1 hen pelach Along All Perloralions COMMONWEALTH OF MASSACHUSETTS r , . BOARD OF ELECTRICIANS FA REGISTERED SYSTEM CONTRACTOR i ISSULS MIS LICL=NSL 10 I TYPE ULTRAGUARD PROTECTIVE SYSTEMS N MICHAEL A DECOSTA —C 18 NORTH MAPLE ST 1 u, WOI3URN MA 01801-1727 814975 1608 C 07/31/04 814975 nld.Ihen Dclaeh Along All I'mimalrons 0 Department of Public Safety One Ashburton Place, Rrn13o Boston, Ma- 02108-1618 License: SEC SYS CERT. CLEARANCE Birthdate: 08/21/1953 Number: SS CC 000516 Expires:08/21/2004 Restricted To: 00 MICHAEL A DECOSTA - PO BOX 47 MALDEN, MA 02148 .lh.;....a.'_r .. . Tr.no: ....248 Keep top for receipt and change of address notification. �/es womLmo�uaea�l�c a�✓f�aa�aJwdel� " DEPARTMENT OF PUBLIC SAFETY License: SEC SYS CERT.CLEARANCE Number:,SS CC 000516 Birthdate: 08/21/1953 Expirgs:`08/21/2004 Tr.no: 249 Restrictell: 00 MICHAEL A DECOSTA PO,?OX 47 M/:pDEN, MA 02148.-:p._::> Commissioner DIG SAFE CALL CENTER: (888 344-7233 Date.../.../...P........ f NORTH'1 . TOWN OF NORTH ANDOVER 10 00A PERMIT FOR WIRING "S CHUS This certifies that ........... C " ck 0 R rz--1yoc ...... .............................................................. has permission to perform ......... .................................................. 11 wiring in the building of q...... . ... ....... **— C,. '. .----- --- ' Y. v . ,North Ando Mass t` � Fee J3 ........... Lic.No .............. ELimlci iN�PhCMR Check # III/_0 464 :? Office Ile® Only �/.. The Commonwealth of MassachusettsV 47 Prtewlt W. .Depcantanent of Public Sofefya Jecupanty 4 fine Chechmd BOARD OF FIRE PREVENTION REGULAnONS 527 CZAR 12:W 3/90 (incus hlanhD APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All mrk to bt performed In accnrdsnct wilh the Alaaaachusetu Electrical Code, 527 CA1H 12:,811 (PLEASE PRINT IN INK OR TYPE ALT, INFORkiMON) Date____ City or Town of...Al2K � To the Inspector of Wires:. The undersigned applies for a peivit to perforn, the electrical. work described belna, n Location (Street & limber V'MMael Owner or Tenant y e �- _l^ .�F� 1 '-C' �C..e) —& �' Owner's Address Q.� �- �,I��=-, � '.`�' �Ca f_.UM d C � � . & , Is this pernsit in conjunction with aabbuilding permit: Yes ❑ No El (Check Appropriate Appropriatee Box ) Purpose of Building /6(P . _ eilit Authorization -..�_. "ting Service Amps - / -- Voltst Ove:head Undgrd 11 No. Of Mctexs News Se Ice Amps ` �} / � Vo Its Overhead Undgrd� tio, of tetPrs t�2 may. �. Nu.�er of Feeders and Ampacity,__�-_- Location and Nature of Proposed Electrical. Worlr. No, of Lighting Outlets o, oNorTars To. Total f Tf KVA No, of Lighting Fixtures Swimtzting Pool -grnvt+ (""•1 In- ---,-.-�-,•,a_ ,_,.�.-„_._._...._..ifrnd. ! J grnd.� Generators �- KV:\ No, of Receptacle Outlets No, of Oil Burners No. of Emergency Lighting Units l:o, of Switch Outlets No, of. Gas Rlmrners FIRE ALA&kJS No. of 2onea No. of Ranges -__ No. of Air. Con d. Tatai�� No. of Detection and Cons Initiating Devices No. of Disposals No. of flits Total Total No. of Sounding Devices , __-._ .._�_.. -_Tcr;_. _._.. .. 14,14 jHo. of Dishwashers Space/Area Nratfng Kid No. of Self Contained Detection/Sounding Devices ' Rh:nic ipa..l No. of Dryers Heating Device A KW Local []Other _ _ Connection No. of Water Heaters KW fro of -�_-ho •"o� Low Voltage .__._.._�._,_._...,�.... _ _ $ins ...__.._.,_........Ballasts ..__ -... W-irinP, _ No. Hydro Massage Tubs No. of Motors Total lip INSURANCE COVERAGE: - Pursuant to tlin r:^qutrements of Massachusetts General Laws I have a current Liabilit ?nsurance policy including Completed Operations Coverage or its substantial equivalent. YES NO I have submitted valid proof of same to this office. YES[I No (- If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE 0 BOND ❑ OTHER EJ (Please Specify) Date) Estimated Value of Electrical Work (Expiration Work to Start Inspection Date Requir'edt Rough` ^ Final Signed under the penalties of perjury: FIRM NAME e.�[I iY14' [. [', � • wP ►_ �-_J4'f��l�f[v�-.fZ LIC. NO, Licensee a7GLC- e. 5 _ Signature LIC. Address--_.-,L It Tel. No. OWNER'S INSURANCE WAIVER: I an 1ware that thr [Acensee does not have he insurance coverage or its sub- stantial equivalent as requi-red by Ms.,,or,ila.Is4itY:S General Laws, and that. m signature on this permit applicacion waives this requirement.. Owner Agent (.Please check ne) T� ,y,nn.z rlo. PERMIT FEE S lt.0' Z�_ elj Date.. ......................... TOWN OF NORTH ANDOVER PERMIT FOR WIRING ITS Thiscertifies that-.;*........................................................................................... has permission to perform ........ ........................................................... wiring in the building of ................................................................ ........... ...... ............... .North Andover,Mass. Fee..... '7... Lic.No.............. .............. ................................................ �/ ELECTRICAL INSPECTOR Check # 7,( 4831 QTheo[ttc. Use ontr Commonwealth of Massachusetts d Pen le .to. Department of Public saJ ► 6„ •`t 1 Occupancy a fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CIdR 12�W 3/90 (;ea.e blank)_ APPLICATION FOR PERMIT TO PERFORM EI.ICTRICAL WORK All work to be performed In accordance with ;he Mauachuseru Electrleal Co e. 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE AAI. IN PIMTION) �Date City or Town of A- To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. J Location (Street & Number) / i'nho", 11e_R6( Owner or Tenant�i,` c VZ Q Cat ',r Owner's Address .k l C!1el A LI_Lc !. Is this permit in conjunction with a building permit: Yes ;R No ❑ (Check Appropriate Box) Purpose of Building � `t D 0.0 mfo Utility Authorization NO. Existing Service Amps-_ _ / Volts Ove-.ead ® Undgrd❑ No. of Meters NewService d°� 0_ Aps__1; C-0 / 446 6 Volts Overhead ❑ Undgrd No. of Y,eters _ Number of Feeders and Ampacicy sd—— A L�{ t Location and Nature of Proposed Electrical Work N& s, .14,*,-yN& J j/U NI 4'i`A1 No. of Lighting Outlets Na. of Hot ubs No. of Transformers T �1 No. of Lighting Fixtures 5s+imming Pool AboveIn- grnd. 1_ grnd. ❑ Generators RVA No, of Receptacle Outlets No. of Oil Burners No, of Emergency Lighting Batterl Units No. of Switch Outlets No, of Gas Burners FIRE ALAKIS No. of Zonea No. of Ranges No. of Air Cond. Total No. of Detection and _ tons Initiating Devices No. of Disposals No, of Neat Total Total Pumps r KW Na. of Sounding Devices No. of Dishwashers Space/Area Heating KW No, of Self Contained Detection/Sounding Devices h No. of Dryers Heating Devices KW Local❑ Miunicipal Other Connection No. of Water Heaters KW No' °f No. of �Loow Voltage Si ns Ballasts No. Hydro Massage Tubs No. of Motors Total lip OTHER: �— INSURANCE COVERAGE; Pursuant to the .:requirements of Massachusetts General Laws I have a current Liabilit Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES ( NO [J I have submitted valid proof of same to this office. YES N NO If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE � BOND [3 OTHER ❑ (Please Specify) Estimated Value of Electrical Work S (Expiration ate \flo II Ca `1 Work to Start Inspection Date Required: Rough Final Signed under the penalties of perjury: FIRM NAME �� LIC. N0. J Licensee w CAYrEES 4LVN10L l Signature LIC. NO. Address WX--4-s1.. jLl, Bus. Tel. No. (� Alt. Tel. No. OWNER'S INSURANCE WAIVER; I em aware that the Licensee doesF. have the insurance coverage or is sub- stantial equivalent as required uy Mlassar.husetr.s Ge re Lawat my signature on this permit application waives this requirement. Owner Agent (Pck one) �j 7 T"'""}'^r'" '4o• PERMIIT FEE S _ �^!, Date. �.� i "ORTM TOWN OF NORTH ANDOVER ,•1�0 3? �•n, .,.,_,• 0 p PERMIT FOR PLUMBING 4 ; » ,SSACHUS(c� This certifies that4 ��. . :`1/Il `2�j. . . . . has permission to perform...!J_ A/. . . . . . . . . . . . . plumbing in the(buildings of .t._. � .� . . .� --'. . . . . . . . . . . . at ��/�l.- 1.l �--.� . . . , North Andover, Mass. Fee,g..) .Lic. No.. :/ PLUMBING INSPECTOR Check # �`'6b73 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PL UMBIN (Type or print) NORTH ANDOVER,MASSACHUSETTS r Date c� Building Location �l� , Owners Name PAZ Pew Amount 47 T�3 pe of Occupancy v New Renovation Replacement Plans Submitted Yes No ❑ FIXTURES F O u� STSffiN� R�41VII�lI' IST H-OcI2 M)HLO()K 3MRDM 4M"I" SII3)HI�OQR 6M HEM 7III)NL M $III FMM (Print or type) Check one: Certificate InstallingCom any Name ) ?, Corp. Address ❑ Partner. Busmes el on 0 Firm/Co. Name of Licensed Plumber: atop ne, Insurance Coverage: Indicate th ype oWhsurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity BondEl ❑ 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 F1 Agent I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work d" s ations rformed under Pernvt Issued for this application will be in compliance with all pertinent provisions of the s ch its Sta lumbin Code and Chapter 142 of the General Laws. By: a e i nse um er Title Type of Plumbing License City/Townm e Master Journeyman El APPROVED(OFFICE USE ONLY MUM Location ?0 No. Date N01tTM TOWN OF NORTH ANDOVER �? • • L9 Certificate of Occupancy $ CHUS Building/Frame/Frame Permit Fee $ s+cMusE 9 �r Foundation Permit Fee $ 15� Other Permit Fee $ TOTAL $ Check # �bo 1665 // `Building Inspecto TOWN OF NORTH ANDOVER BUILDING DEPARTMENT ,i PPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING - '£ lis jr BaD].NG PERMIT NUMBER: 3 z) DATE ISSUED: a - -0 SIGNATURE: AA Building Commissdher/Ins-p&tor of Buildings Date SECTION 1-SITE INFORMATION I Le X 1.1 Property address: 1.2 Assessors Map and Parcel Number: lU- IIVc go 14/ Map Number Parcel Number 1.3 Zoning information: 1A Property Dimensions: 19 e __Mf V eL Zonin Drsuict �,, used Use Lot ea s Frontage ft 1.6 BUILDING SETBACKS 'ft Front Yard Side Yard Rear Yard Required Provide Required Provided Re uired 11 Provided Q 1.7 Waren S ly hi.G.LC.a4. S) I.S. Flood Zone 3nfoematio°' _/ 1.8 Sew ge Disposal System Public Frusta ❑ -Zone Outside Flood Zone W Municipal 0a Site Disposal System 11 SECTION 2-PROPERTY OWNERSHIPIAUTHORMD AGENT 2.1 Owner o Rec rd e off : �.�. . Two Address or Service N�»e(1 nut) f Signature Telephone p C/ 2.2 Owner of Record: 0 Name Print Address for Service: Si nature Tel hone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable 0 J",-Licenqcd r Construction Supervisor-. C J License Number Addres � �y''�— Q � - - Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company NameM Registration Number Address Expiration Date Si-nature Telephone SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Work,�rs Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the dcnlal of the issuance of the builditppermit. Signed affidavit Attached Yes.......V No.......0 SECTION 5 Descriplojon of Pro used Work citeck all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) p Addition ❑ Accessory Bldg- t Demolition 0 Other Cl Specify Brief Dcscnption of Proposed Work: &roe PC(MAV wome - f3-.fo06, 0 - FL) -lir, �� al�c �4A SECTION G-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be O.FFICiA:USE ONLY. Com leted by perinit applicant I. Buildinc (a) $tlil&g Permit Fee Z . 00 Multi lier I:.lec[rical 00 (b) Estimated Total Cost of 0— . Coustraction Pliunbimi (� 0 Q Building Petntit fee tan x (b) a Mechuiical(HVAC) cqo.0G1 Fire ProtectionLK 7C I o b Total (1+2+;+4+5) . Check Nttmber SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN ONN'NERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Atltltorzed Agellt of subject property Fierehv aut}toriZe to act on M) behalf:ut all mutters relative to yvorlc authorized by this building permit application. Sigttautre of 0"Niler Date SECTION j7b, OWNER/AUTHORIZED AGENT DECLARATION I,__,2ULs U Ide/I�o in ,as Owner/Authorized Agent of subject property Hereby de&ue that the statenxnts and information on elle foregoing application are true and accurate,to the best of my laiowledge and belief i _ - i Print Name 1,?.,I1JtLLrC of Ovaiar/Resnt Date NO. OF STOI IES SIZE 13ASENIEN-1 OPZ SL_1B q Q q e �X 'Far M 0 SL.1:OF 110OR rlA13FRS 3 2 SPAN DIMENSIONS OF S1LLS DIN NSIONS OF POSTS DIMI"NSIONS OF GIRDERS III:IGIIT OF FOUNDATION 7'_/O)7 THICKNESS d 511.E Ol- FOOTING; d X e —NIA FERIAI.OF ClNFY 0— ' e"0 1S B L.1 H-DING ON SOLID OR FILLED LAND � IS BiJLLDINi CONNECTED TO NATURAL.GAS LINE 1 �ax:13 1b JUfI 16 2UUU 11:5U Y'. 1J ' _ ......._............ 0000. .. f .. __. ._._ 0.000 FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval 1 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. ir■r■■aa4a.aaaa■■ aaaa■■a a r a a a ala a s a■r■aaa.r ar rrr a a a a■■a 0 a a r r.a a a 9 a■no's■r..aa II r � APPLICANT 1T�Ime o`L IV PHONE �(JS Zy7 0662. -ex�z ASSESSORS M,-kP NUMBER ��5 (i LOT NUMBER.— , SUBDIVISION �(�y�� e.�y✓ LOT NUMBER 17 STREET /7/ 41?njj Vf1 j0 ��r� STREET NUMBER t4aa4saa4r■44444■earraa.■■...........r.r...■a.4.rr.r■■...... .44.a.4r.4.ar.r. OFFICIAL USE ONLY I a a/0 and a a■aads r a a a an r an an an a an r as r r a■no a a 4 4 a a a a a a a r a a■■■■a r u m•■■..a.■..4.■■ RECON2viENDATIONS OF TOWN AGENTS �r.■■■r. ■■r■saa■f■■.4 4 04■4 4 6 48 .■.rrrrrr■■araar444aaa■■rraa4■44arrrrrr4rra4aa■ L, DATE APPROVED 14P CONSERVATION ADMINIS OR 11 � DATE REJECTED C0tv2VfEN-T5 �GSS il'C COnSTftt CIIE?n - t DATE APPROVED b 6 70 NER 1 DATE REJECTED Co co"\ l71�.S .S4 Irl r�,.J s i DATE APPROVED FOOD INSPECTOR-HEALTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR-HEALTH DATE REJECTED COMMENTS PUBLIC WORKS-SEW-ER/WATER CONNECTIONS DRIVEWAY PFRMIIT J d �ra r�l'L quCl,q, (Y -7 Aer DA PROVED FIRE DEPARTMENT DATE REJECTED RECEIVED BY BUILDING INSPECTOR DATE f 10 '44 AN MARCHIONDA&ASSOCIATIES 781 438 9654 IT 7 150 C 162 Ur -30 BUT""m. 162x,5 — 16 Nor- 164 CF= 163.5 168 170 leAZI6 RULTE HOMF WZ110RAll�RCSMVES E RIGHT TOMAKEmfl�CHAHCC TO 11419 PLOT PLAN IN ORDER TO ACMiEVE pf�opoL-R SITE DRAINAOC. MEET SEMACK REQUIREWENTS. AVOID LEDGE Ok WAY, THEW- FIELD AOJJslwENTS A C EDITE THECONSIRUCTION OF THE HOME, COMMOCAif UIHE Cot4STRUCTION OF THE HOME IN THE MOST OPTIMUM WAY SE 14ADL VAJ�HOUT CONSULTA11ON W11H THE BUYM IN ORDER TO PROPOSED SITE PLAN LOT 27 FOREST VIEW ESTATE MARCHIONDA & ASSOC.,L.P. 04GIN11%NG AND PLANNING CWWLrANI*S NOR-fl-I ANDOVER, MA P"AM FOR 82 MONTVALE AVE. SUITE I PULTE HOtA E CORP. OF NEW ENtitA U STONFHAM, UA. 02100 44 257 TURNPIKE ROAD - SUITE 200 (701) a-awALE:1--20' DATE' 7/08/05 soUniWIWUGH. MASSACHUSETTS 0177 r fQ,r wttl Management Bylaw Exemption Statement t:�as;7'i at i arth'Andcver Euilding Oepartrnent lurl-n SiTaU dr used to assist the 9uilding 04partment in their d:sterminaUon of exemptions under sectlon a.7.6 or the l' lues k:f,NQt%11 Andover Gfewth Management Bylaw. The buitdinrq applicant shalt p Ovide.all of the necessary inionnation ;b r�;;�yutr�ir�xt raWiaw. . Qf Appliczric an Euilding Permit(b�el�ow) Address of RropaMj for.Aermit(Celaw) h't<s tt>1 l arG Arrpose of plication (check belo'j- Pj.ane N 'Mber of AppIicmnt Single Family _Two Family 1 11-m undersigned applicant for tete above prop-arty attest that the attached building permit .or which this f'ariz 1.4 CQimptetad dais comply with the E:-(ZAP710N section 6.1.6 of the North Andover Growth- iviaarlaqeM,ortt Bylaw, 1 aisv understand providing this form does not absolve me or any Parry to this permit aorta the rrequiremants of obtaining other permits required prior to the issuance of the Building Permit. >~iatcgr i urrd+erstand that my interpretation of the EXEMPTION status is subject to review by the Building !L),.patrztrnOnt and is only ofhcaay adapted when the Building Permit is.issued. Sa a4oed on ucticn VA of the North Andover Growth 9ylaw the above lot and the work as applied for on the �Icavv lot, in the building,permit application and associated attachments,complies with one or more of the rcailrawing sections as indicated by a check mark. Vile ix an appii=dan for a building permit for the enlargement.restoration, or reconstrueion of a dwelling in :xrZ uw"as at 21a er3ecbe date of this by-taw,provided that no additional residential unit is crested. _ Thur lots)werwwas crumd prior to May 6, 1986 are exempt from the provisions of this Secion 9.T of the Zoning I;�ViadNd, , This appac2aon is for ow*linq units far low anWQr modarzte income families or Individuals,where all of the Z:taitiana at B.J.&care met andlor represents Owelling units for senior residents,where occupancy of the units Is neziric.,ad tc senior persons mmugh a property,executed and recorded deed restriction running with the land. For trtep s at this seclon'zenke 4W mean R Imam aver the age of 55. Thix application is a part of a dewlvpmerit project which voluntarily agreed to a minimum 40%permanent soupcon in aw"ity,,(buildable lats),below the dandy,(buildable lot.),parmitted under zoning and feasible given the ental vironmenconaniom of the tract,with the surplus land aqual to at least ten buildable acres and permanently o*aiyrta,&wd as open spa=andyor famnland.The land to be preserved shall be proteeted from development by an AgricWturatl IsmuorvaUon Restriction,Conservation R*aOq ion,dedlcaUon to the Town,or other similar mechanism Approved lay the Panning 8aarti that will ensw *its protectlon. chis appticarlon represents a traa of land exis4n9 and not held by a Oevelgper In common ownership with an agar; tt parcel on the of 4ttive date of this Uc!dan 8,7 shall receive a one-time exemption from the Planned Growth Rates and C**4lepmcnt Scheduling prnviaions for the purpose of constructing one single family dwelling unit on the parcmi. This,xppiicsalon mprueria a lot which is ready for buildinq pannits,(Le.all other permits from all other boards and siirtititissiona have bean racaivrd and the project is in eompUance with those permits),and the Oevelopment 5ctiedule daroa net accarnmQ"ts Issuing a building permit In that Year,ane building permit will be issued per Year per f�eseiopmenr until such Urne as the Development schedule aarammadates issuing bolding permits. Applicant must auppiy ap{travwd torn u with this E EMPTION, pl s+a prcivide any and all information that would assist the Building Oepartment in making a determination t1lat yraur appitoation is allowed one or more of the above EXEMPTIONS. Wit, signing beiovw I auaes to Vie accuracy of the information provided and that thz daachcd building permit is aliaw an ttE�btPTION as cited above, Further I understand that the submittal or misleading and or naccurA2e WT ion, or the d`iecting off of an above it which does not comply, whether done to my noc, grounds fee x.Usal by the ildin apartment to issue a Building Permit. _ � I P 7 Santure er caner c Auxhora:o Agenc Who st the ttacned 8 wlaing Permit Oate I�1y form must ba attiched to the Building Permit upon application for such permit