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Miscellaneous - 120 AMBERVILLE ROAD 4/30/2018
120AMBERVI- LE 210/108.C-00750000.0 North Andover Board'of Assessors Public Access Page 1 of 1 NORTh North Andover. Board of Assessors Ot t.ao-a+h0 i Sroperty Record Card Click Seal To Return Parcel ID:210/108.C-0075-0000.0 FY:2013 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Search for Sales Summary Residence , Detached Structure L4 Condo 110 AMBERVILLE ROAD Commercial Location: 120 AMBERVILLE ROAD Owner Name: MICHELON,FRANCOIS&RANIA C/O HOLK BERGMANN Owner Address: 120 AMBERVILLE ROAD City: NORTH ANDOVER State: MA Zip: 01845 [Neighborhood:6-8 Land Area: 0.25 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 3668 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 662,100 626,300 Building Value: 461,700 431,700 Land Value: 200,400 194,600 . Market and Value: 200,400 Chapter Land Value: LATEST SALE Sale Price: 720,000 Sale Date: 02/25/2005 Arms Length Sale Code: Y-YES-VALID Grantor: DILORENZO, COLLEEN Ccrt Doc: Book: 9367 Page: 154 http://csc-ma.us/PROPAPP/display.do?linkld=2259508&town=NandoverPubAcc 3/19/2013 Residential Property Record Card PARCEL ID:210/108.C-0075-0000.0 MAP:108.0 BLOCK:0075 LOT:0000.0 PARCEL ADDRESS:120 AMBERVILLE ROAD FY:2013 PARCEL INFORMATION Use-Code: 101 Sale Price:-720,000 Book: 9367 Road Type: N Inspect Date. 10/06/2011 Owner: Tax Class: T Sale Date: 02/25/05 Page_ 154 Rd Condition: N Meas Date. _ 10!06!2011 - -- ---- _ - -- __ - .-- _ MICHELON,FRANCOIS&RANIA Tot Fm Area: 3668 Sale TypeTP Cert/Doc Traffic: N Entrance C'� T C/O HOLK BERANCOI Tot Land Area. 0.25 Sale Valid: Y Water: Collect Id: m RRC_ _ - �.. „._ _ r ... . s - Address: Grantor:�.;DILORENZO,COLLEEN"- -"'" Sewer: Inspect Reas: .Cw.-w"N 120 AMBERVILLE ROAD Exempt-B/L% ! Resid-B/L% 100/100 Comm-B/LP/° Indust-B/L% ! Open Sp-B!L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION Style: CL .Tot Rooms: 11 Main Fn Area: 1920 Attic: NBHD CODE: 6 NBHD CLASS: 8 ZONE:VR Story Height: 2.00 Bedrooms: 4 Up-Fn Area: 1748 Bsmt Area: 1920 Seg Type _Code Method Sq-Ft Acres Influ-Y/N Value Class . __t Aa.. - . 1 P 101 S 11066 0.250 _ 200,363."_". ._ _._ Roof: G Full Baths: _ 3'- Add FnTAi ea:- F6-Bsmrea: Ext Wall AV -'Half Baths 1 Unfin Area Bsmt Grade- VALUATION INFORMATION Masonry:Trim: '"`Ext Bath Fixe""1 -'Tot`Fin Area__: - 3668 - LL " -` Foundation: CN - Bath Qual: L RCNLD: 461749 i1 Current Total: 662,100 Bldg: 461,700 Land: 200,400 MktLnd: 200,400 t' LL- --- - - w ll Prior Total: 626,300 Bldg: 431,700 Land: 194,600 MktLnd: 194,600 Kitch(Dual:'--[ -Eff Yr Built: 2000`-` `Mkt Adj` Heat Type: _ FA Ext Kitch: __Year Built.-'tr -..n 2002 _Sound Value: Fuel Type: 0 �� _ " Graiie:w GV'Cost Bldg:"'"' '461;700 '. Fireplace: 1 Bsmt Gar Cap: Condition: G_ AttStr Vail: Central AC:—Y'm„`-"Bsmt Gar SF:'"' '"-`Pct Complete: �100rt �'�Att Str Val2���"--- _.... Att Gar SF: 440%Good P/F/E/R:-._..am.,"--///95 Porch Type Porch Area Porch Grade Factor W 216 SKETCH PHOTO W FM/B_ 12 2I6 Sq.Ft 12 240 Sq.Ft 12 in 6M FU/FM/B 20 1536SgR 27 rU•.75/G 12 12 264 Sq.R 12 FMlO 144 Sq.12 13 12 171 8 175.Sq.Ft 8 120 AMBERVILLE ROAD Parcel ID:21D/108.C-0075-0000.0 as of 3/19/13 Page 1 of 1 t 70Airy OFA u . Mb { �SSacHu th CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 3O Date THIS CERTIFIES THAT THE BUILDING LOCATED ON h D�lo 7 �D� 4m Sep-uillw, ;U MAYBE OCCUPIED AS �y u�+c l!w,' I/ IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY.3%/a B,+7*3., s2 S � � CERTIFICATE ISSUED TO 'PU i/ -e- //0 Am 1-0,5 c►/ /0• darcv Building Inspector 0 NORTIy '9 own of Andover No..30 TO 0 17 S �0 PAR o. dover, Mass., COCHICKEWICK V °RATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System C fa-q e- BUILDING INSPECTOR THIS CERTIFIES THAT....... .......... . 0• Foundation i C has permission to erect . buildin s on . ...� ... .....�. ., �1., 1,.., !�,� R°ugh /1� ......... ............ -asr— to be occupied as.11... ... �. �.. �. �'. , � � , SI himney provided that the person accepting this permit shall in every respect conform to the terms of the appation on file in Final this office, and to the provisions of the Codes and By-La7r)%T relating to the Inspection, Alteration and Construction of Y 9 Buildings in the Town of North Andover. 1013 C 45���,— PLUMBING INSPECT VIOLATION of the Zoning or Building Regulations Voids this Permit. ��`—�) —d Z PERMIT EXPIRES IN 6 MONTHS - l ELEC C �INSPEC UNLESS CONSTRUCTIW.ST TS /1 °Ug............ . ..................640 ........... .....A.................................... ervice BUILDING INSPECTOR t Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner IS 6 Street No. SEE REVERSE SIDE Smoke Det. // �/Q Location )v7 6� )IID I No. J Date ! / -0 a &oft, TOWN OF NORTH ANDOVER 0. f � 4L 1 # # Certificate of Occupancy $ SACNUS Building/Frame Permit Fee $ r Foundation Permit Fee $ Other Permit Fee $ TOTAL $ S a 3 1 �ell''l Check # a<b b 15 8 4 2A�u C�-�--- Building Inspector AUG-15-2002 01 : 12 PM MARCHIONDA&ASSOCIATES 781 438 9654 P_ 01 AMBEAVILLE ROAD N44'42'38'W " 60.0T L+42,24'' �i t425.00 20 TOP FOUNDATION ' r ELEVATION=177.06 N oA 1114 18,2'—1 1 B, 83A 37.0 LOT 64A 11313 S.F. _ 11125 S-F, 0.26 Ac. S42'3g'37"E 0.26 Ac. gg N39172 79' W 6937' $34' 22'73 E 86A 8'f3 OL~- WE HEREBY CERTIFY THAT WE HAVE EXAMINED THE PREMISES AND THAT THE BUILDING IS LOCATED THIS PLAN IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY, IT WAS PREPARED TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF' : FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M.A./H.U.D. FLOOD INSURANCE MATE MAP, BY AN INSTRUMENT SURVEY. THIS PLAN COMMUNITY PANEL NO�E STRUCTURE SNOT LOCATED 098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED LINE DETERMINATION. IN AN ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN LOT 64A FOREST VIEW ESTATES -MARCHIONDA & ASSOC. ,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP, OF NEW ENGLAND STONEHAM, MA, 02180 257 TURNPIKE ROAD SUITE 200 (781) 4386121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=30' DATE: 8/13/02 Location 1,2 r to CJ 7d / �0 )4tit 6'0t &Il/ C) No. 30 Date r7-0 t/_ U a NORT1y TOWN OF NORTH ANDOVER Certificate of Occupancy $ cHusttt' Building/Frame Permit Fee $ Foundation Permit Fee $ 0 Other Permit Fee $ TOTAL $ I S S Check # I ba I o? t /Vt (L 15729 Building Inspector , : i BIDING DEPAIElT AFPLICATK)N TO CON5TRUM REF I-RENOVATF, OR DEMOLI5H.A ONE-OR fiWOFAMILY DWELLIIKG fBV �iJll\V PT.. Li1t1fiL1 1atigiil.'dt. r,.; ,• �� I7ATE15SI7EA: . 7777 `7 SIGNATURE: BuiWin Comlliissi s of Buil ' Date SECTION !^SITE WORMATION 1.1 Propatp Addnm 1.2 Assessors Map and Paroel Numba•: Map Number ParcelNumbee 13 ?.as►mglcformatiaa: 1.4 .P�tperiy+'Luno�satens;:. VIE Zan District ed Use. . I.b BiJIIDIl�G SETBACKS ft . Fmnt Yard . Side Yard. Provide RM Yard..... ZM ded Provided 1.7w42a So�yMci Lr-4o U) 1.3. ftoazoso la5orooatiom: �_g SawmaYeDisP Public ❑ Pcivab ❑ Ten owsi�sFtoodZuae 13 DwoOraf.5y"- 13SECT -PRIlPE8T3f��7AETI'HOIED AGENT 2.1 fhvner of Record Name(Pant) Address for Sdvice Signature Tde�hone.. , 2.2 Owner dRocord: Name Print Address for Service: .. a, SECTION 3-CONSTRUCTION SERVICES 3.1 Licw►scd Construction Supervisor; Not Applicable ❑ Lrcensed'Construc#ron Su GJ 0773%- License / 7 7 3 `l D pmisor: I iccnse Number :Address i Si na T hon � � Expua6. Date W g • r 3.2 Registered H me Improvement Contractor Not Applicable ❑ Company Name st Reg►strahon Number Address. t„ .a Expiration Date 9 3�gna[uro Telephone s� { I r SECTION 4-WORKERS:COWENSATION(IML G�. "C Y52 § 25c(6) i Workers Compensation Insurance affidavit must by coinpleted,and subvil ed with this:e hcatioa. Failure to provide this affidavit will result. in the denial of the issuance of the-buildin rt: pp Sijined affidavit Attached,Yes:..... No..,,.::q SECTION-5 Descri tloa of Pro osed.Work:eheck mia' "licabte 1 New Construction Existing Building 'Q ltepair(s) ❑ Aiterations(s) q Additiog p. i Accessory Bldg. p Demolition ❑ Other p Specify . I � Brief Description of Proposed Work: i I i �. SECTION 6-ESTIMATED CONSTRUCTION COSTS' I Item Estimated Cost(Dollar)to be !Completed b ernut 1. Building (a} Building Permit 1~ee ASO , 2 Electrical iVlulti tier t ) Estimated Taal Cost of 6 6` Coiisti�tction . c✓ 5 d P1, 3 Plumb' Ing 4 BuildingPennit feeMechanical AC jQ 5 Fire FWeetioa "' �� c3 , 6 .. Total 1;+2+3+4+5 . Check .umber SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED'W'HEN OWNERS AGENT OR CONTRACTOR,APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject'Property Hereby authorize- My behalf,in all matters relative to work authorized this building to act on by g permit application. [Signature of Owner Date SECTION 7b OWNF-RIAUTJ40RMD AGENT DECLARATION �+ Y property rty as Owner/Authorized Agent of subject Hereby declare that the statements and information on the foregoing application-ar and belief e tine and accurate,to the best of my.lmowledge 1 Print Nam ^ Si tore of Owner/AOent Date. (J r XO.OF STORIES SIZE ./h =c:''W BASEMENT OR SLAB SIZE OF FLOOR TIMBERS4z P SPAN / 3 D!gsIONS OF SILLS X DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS / )( HEIGHT OF FOUNDATION ; to✓ THICKNESS / SIZE OF FOOTING r� MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE i .--. FORM U - LOT RELEASE FORK[ INS TRS TCTIONS This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable requirements. .■■...■■■■■■•■ads■■■■�■/■■Noun.690.- a .0■■.■■■■■■■■44440-90.■■.■■■■■■■r■■■r.■■■■■r■ AMICAINT�UIrFWme g-0 oj� /� -v�,,4�„/PHONE/ ?dZ— t� �Xr ASSESSORS 1tMAP NUMBER C LOT NUMBER. 7S SUBDIVISION eST- V1cW .E57,f _ LOT NUMBER T STREET , >� a 4 STREET NUMB ER /� O �.....■r■ ...... ...........`:..i..............■...............r........,... OFFICL.L USE ONLY ..■r■.■.•■.• ..■..... ... .........■■..■.■......■.■■■....■r■■■ RECO NDA NS OF TOWN AGENTS �.r■ ■■ ■■■■ ■■ ■■.r....■■.■.■•■.■■.■■■.r■■■■.■r■■..■■■■■r... ■• ,tqr r�Jrrr• DATE APPROVED U C� 0 ERV TIO .Db[ STRATOR * `�/ /� DATE REJECTED lam' 5• ' 35 DATE APPROVED P R DATE- RC-JECTED cow, DATE APPROVED . FOOD INSPECTOR-HT-A(I),__) DATE REJECTED DATE APPROVED SEPTIC INSPECTOR-HEALTH DATE REJECTED C ONGAENi_M PUBLIC WORKS-SEWER/WATER CONNECTIONS �� . D Y PERMCT 4 % DATE APPROVED FIRE DEPARTV DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR DATE i r i 1 i Forest View Estates Drawing Date:6/25/02 7/ 1/02 12: 5 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Amberville Road - Lot #64A N. Andover, MA Drawing Date: 6/25/02 Remote Area Number: 7 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 169 Jefferson Stret Dedham, MA Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Operation sq ftI Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make: M0del:ROC Area per Sprinkler 130 sq ft] Orifice: 1/2" K-Factor: 4.20 Hose Allowance Inside 0 gpm I Temperature Rating: 160 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 126.1 psi Required: 37.2 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of' Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78.0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #65 Source of Information: F & W Partnership - Metheun, MA SYSTEM VOLUME 23 Gallons Notes: Single Head Calculation. �tN of r3gcyG o� NO.307 R1. Forest View Estates Drawing Date:6/25/02 7/ 1/02 12: 5 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 7 26 17.0 psi 1 1;1" x 114" CPVC Reducer 2' 120 1. 610 26 0.1 1 11-�" Thrd 90 Ell CI 4' 120 1. 610 26 0.1 1 Pipe 14" 40x25 CSC 5' 120 1.610 26 0.1 1 14" Thrd 90 Ell CI 4' 120 1. 610 26 0.1 Elevation Change 7'0" 3.0 1 1&�" Thrd Globe Valve CSC "F15" 0' 0 1.610 26 0.0 1 11-1" Fingd Back Flow Valve Watts "70 0' 0 1.610 26 0.0 1 11-1" Thrd Globe Valve CSC "F15" 0' 0 1. 610 26 0.0 1 11-1" Thrd 90 Ell CI 4' 120 1 . 610 26 0.1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11-�" PVx15 CSC 50' 150 1 . 602 126 16.5 Hydr Ref R1 Required at Source 126 37.2 psi Water Source100.0 psi static, 78.0 psi residual @ 1540 gpm 126 gpm 99.8 psi SAFETY PRESSURE 62.6 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 37.2 psi This is a safety margin of 62.6 psi or 63 of Supply Maximum Water Velocity is 5.5 fps i I g Date: 2502 7/ 1/02 12: 5Drawin 6 Forest View Estates / / 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 II forest View Estates Drawing Date:6/25/02 7/ 1/02 12: 5 REMOTE AREA #k7 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 7 TO W (PRIMARY PATH) HEAD 7 13.0 1" 0 0 712" 4.4 fps 9.5 9.5 9.5 -6" .0.10 gpm/sq ft 1.109" 1 0 51 0" 0. 045 0.5 0.0 -0. 1 6" K= 4.20 13.0 120 PV 0 1212" 0" 0.0 9.5 9. 6 24" REF Al 1'-4" 0 0 111" 2.7 fps 10.0 1.400" 0 0 0" 0.010 0.0 13.0 150 PV 0 111" 0" 0.0 REF A2 1'4" 0 0 1011" 2.7 fps 10.0 1.400" 0 0 0" 0. 010 0.1 13.0 150 PV 0 10'11" 0" 0.0 REF A3 13.1 1 0 0 115" 5.5 fps 10.2 10.2 PATH 2 1.400" 0 0 0" 0.035 0.0 0.0 K= 4 .11 26.1 150 PV 0 115" 0" 0.0 10.2 REF A4 114" 0 0 915" 5.5 fps 10.2 1.400" 1 0 610" 0.035 0.5 26.1 150 PV 0 1515" 0" 0.0 REF B2 11,4" 2 0 2617" 5.5 fps 10.7 . 1.400" 1 0 1210" 0.035 1.3 26.1 150 PV 0 3817" 1113" 4 .9 REF W 26.1 gpm PATH 1 K= 6.34 17.0 psi PATH 2 FROM HYDRAULIC REFERENCE 8 TO A3 HEAD 8 13.1 1" 0 0 7'2" 4. 4 fps 9. 6 9.6 9. 6 -6" 0. 10 gpm/sq ft 1. 109" 1 0 51 0" 0.045 0.5 0.0 -0.1 6" K= 4.20 13.1 120 PV 0 1212" D" 0. 0 9. 6 9.7 24" REF A3 13.1 gpm PATH 2 K= 4.11 10.2 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 37.2 psi Inside: 0 gpm SprinkCAD Amberville Road-Lot#64A Residual Pressure: 78.0 psi Total Flow: 126 gpm Outside: 0 gpm Central Sprinkler - N.Andover, MA Flow: 1540 gpm Safety Pressure: 62.6 psi (800)495-5541 Remote Area: 7 Date/Loc: Lot#65 140 120 - 1 O 2010 Supply 80 S I 60 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) HAY--20-2002 06 :00 PM MARCHIONDA&ASSOCIATES 781 438 9654 �IN 7 t+100Nu I Nu X3 7 23 r� 1 1 176 5 \ f 22, I X11 BFa167,80 IN, � I o I 16gX 0' DtCK I Q l ' 1-1-111,4,OT 64A --r -� f PUi_ HOM_ CO ORATION RESERVES THE RIGHT 0 MAKE FIELD CHANGES TO THIS PLOT PLAN IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET 5ETHACK REQUIREMENTS. AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY 6E MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDERTO EXPEDITE THE CONSTRUCTION OF THE HOME- PROPOSM SITE PLAN LOT 64A FOREST VIEW ESTATES MARCHIONDA & ASSOC-L.P. NORTH ANDOVER, MA ENGINEERING ANO PLANNING CONSULTANTS PREPARED FOR 62 MONTVALE AVE. SUITE I PULTE HOME CORP, OF NEW ENGLAND STO(617) 4 MA. 02880 (617) 438-6121 257 TURNPIKE ROAD - SMITE 200SCALE: 1"=20' DATE: 4/26/02 SOUTHBOROUGH, MASSACHUSETTS 01772 !1 r Growth Management Bylaw Exemption Statement Town of North'arldover Building Department This forrti shad tri used to assist the iWiding Department in their determination of exemptions under section 8.7.6 of the Town ef.North Andover Growth Managsmsnt Bylaw, The buildintq applicant shall provide all of the necessary information as requettad below. Name of Applicant on Building Permit(below) Addreq.of Propegj for•Felmit(telow) Neap and Marcel: ft-pose of plication(check below) P N tuber of Applicant: - V ZM91:Family _Two Family. I t#2*tihdetsigned applica;tt for above property attest that the attached building permit tar which this foi'txt is completed does comply with the QC MPTiON s+at:tion 8.7.6 of the North Andover Growth, Marmew i*rlt Bylaw. I also understand pmviding this form does not absolve me or any parry to this permit front'#Waquirertents of obtaining other permits required prion to the Issuance of the Suilding Permit. Fifa'I understand that my interpretation of the EXEMPTION status is subject to review by the Building oapartment and is only o0kially accepted when the Building Permit is issued. Sas*4atn sed9n 4.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the �g semens�s wilt_ , t a d a cnrtiark associated atlachmen#s,complies with one or more of the This is an appiioation for a bu8ding pi rmit far the entargement restoradon,or reconstruction of a dwelling in teetaae an of the styetdve data of Uft by-law,provided that ho additional residential unit Is created. The lata)werujvm or"Od prior to May ti,1488 ars exempt from the provisions Of this Section 9.T of the Zoning ly—taw. TW appllaation la for d"lhtg units fair tow and/or moderate Income families or Individuals,where all Of the lana.of 8.T.8.c.� mat andfor morftillm 0"Hing unites for serliar residents,where accupancl of the units is soli d to senior persons through a pmpedy sxsautad and recorded dead restriction running with the land. For Zof lift Section'amwe aha8 meats.TOM mver the age of 5a. Tbia ap�atlon is a part of a dewlopmetit pvlsct which valuntaray agreed to a minimum do%permanent mduagan In density,(buildable lata),below file densly,(bugdtble Iota)i permitted urrciaCxoninq and feasible given Ne setvkotutreatal dondttlola of the tract,with the surplus hand agttahto atlaast tort buildable acres and permanency dsaignatad as open space andfcr farmland.The land to be preserved shall be protected from developrneni by an Agricaiititral prtaerration 1=teatriGion,Canservatiori FteatriCdan;.dedlcatian the Town,or other s(rnilar rttechanism appravad by the Planning 8oafd th VA wmm its Fmtection. This apptieatlan rapmasnts a tact of land"Wong and nQt held.ay a oeveloper in common ownership with an adlaearit•parcal ars the affeettln date of this Sectlan 8.7 shall receive a one-time exemption from the Planned Growth Rage enol CeveWprnent Scheduling proviaiora far the purpose of canaM dng ons singlri family dwelling unit on the The application represents a lot which is ready for building peaalb.(I.e,all other permits horn all Other boards and a�haw been aclir"d and the pff*Ct is in eamplign"with those permits),and the Oevelapment Schedule does rata issuing a building psrtnit)n hoot Ysar,one building permit will be issued per Year per 0e0lo meat until such time as the Dsvetopmem Schedule a xammadates Issuing building permits. Applicant must supply approved tenn U with this ECEMPTICK Pleas*provide any and ad Information that would assist the Building Department in making a determination' that your application is apowed one or more of the above EXEMPTIONS. Ey signing below I attest to the accuracy of the information provided and that the attached building permit is aiicwed an LXEMPTION as died above. Further I understand that the submittal of misleading and or inacc4rate ir' .on, or the chectung off of an above it which does not comply,whether done to my knowledg not.• grounds for fowl by the 'd epastment to issue a Building Permit. `ignarute nr surer or AuEhdnZfc Agent o s! the Atuicned Building Pirmit Oale This form must be attached w the Building Permit upon application for such peftiL fire �liarwinnruuP,a� a�-ULar�ftcc�luu�d BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/02/1962 Expires:03/02/2004 Tr.no: 77396 Restricted To; 00 DAVID M STILSON _ ��,✓ 222 SEAMES DR .� /xT-' MANCHESTER, NH 03103 Administrator I BUILDING DEPARTMBNT DEBRIS DISPOSAL FORM In accordance with the luovisicas of MGL c 40 S 54,a condition of Building permit Number Is that the debris resulting form this work shall be disposed of in a property licensed solid waste disposal facility as defined by IvfG:,c 11,S 150A The debris will be disposed of in: 720 AJLocation of Facility .cam �. Signature of Permit Applicant i Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector , t f . r Pif:�iti Lev �ruup Fax:9i8-SSr81bQ Jun 13 2000 12:54 P. 19 i i Ttle Cammonavealth of Massachusetts Department of Industrial Accidents Office of Investigatjons Basta/7, Mass. 02111 Workers'Compensation Insurance A. davit _ Please Print Name: a homeowner perron'ning all work myself. am a scle propfietor and have no one working in any capacity I am an employer providing workerscompensation for my emplpyees working on this job. ff—Co-mp env name: ,addressa�� i al.�c�,O�xG` ltd rs S 4.11 re- a Phone Insurance. Co. %�G r' /c, 1i✓S�N�, e Policy Campanv name: Addrpas Litt'- Phone# Insurance Co. failure to securr caverage as t2WNXI under Semon 25A or MGL 152 can lead to the lmposMon of alrNnabpenwass of a fin®up to 37,5Go.00 anar'or ane}Pars'imprisonment as well as civic penattims in the(am of a STOP WORK ORDER and a line of tsloo.t o)a day against ma. t unce srarxi Max a ccpy cr this sraaernent mp be forvrarced to the Office cd Investigatfcns of the QIP,for coverage vsriticadon. as ttcrt?y Cer- y urxicr tA8 pains and penalties of perjury that the infWnafian pmvir.Sed above is 4rue and Cof act. ihn3tute Data Print name Phone# :rftiizi'A use only do not Write in this area to be completed by city or town official' Filchock.funm�irta;rs�crrsosrequiraG p Building Dept . Building Dept p Licensing Board -'04taCtp Setectivan's Office ;�rsorr: Phone.It O Health Department Other vc.�ri.Hatr's comPr~rystRon ' I -jenT by: VULIE HOME CORP; 1 401 739 6457; Aug-6-01 4:52PM; Page 1/1 CERTIFICATE OF INSURANCE ISSUE DATE: 816101 THIS CERTIFICATE IS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 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 a Legion Insurance Company COMPANY C COMPANY D Ace American Insurance Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. — EFFECTIVE EXPIRATION TYPE OF INSURANCE _ — POLICY NUMBER— I DATE DATE _ _ LIMITS GENERAL LIABILITY GENERAL AGGREGATE $15,000,000 COMMERCIAL GENERAL LIABILITY GL4-0292043 511/01 i 511102 PRODUCTS-COMP/OP AGQ $15,000,000 ON AN OCCURRENCE BASIS PERSONAL&ADV.INJURY $15,000,D00 EACH OCCURRENCE $15,000,000 ADDITIONAL INSURED: FIRE DAMAGE(Any one fire) $1,000,000 MED.EXPENSE(Anyone person) $5,00D AUTOMOBILE _ I — v COLLISION DEDUCTIBLE Y I COMPREHENSIVE DEDUCTIBLE LOSS PAYEE: l— COMBINED SINGLE LIABILITY LIMIT $1,000,00D CAL HO 7682773 511/01 1 511102 i (Owned,Hired&Non-owned) ADDITIONAWNSURED: I EXCESS LIABILITY I i EACH OCCURRENCE i AGGREGATE WORKER'S COMPENSATION and WLR C4 3091748 511101 511/02 STATUTORY LIMITS ......._...._................................._ ............_..._.... ....,._....... EMPLOYERS'LIABILITY EACH ACCIDENT $1,000,000 MA,NVI SCF C4 3091815 5/1101 i 5/1/02 I DISEASE-POLICY LIMIT $1,000,000 1 DISEASE•EACHEMPLOYEE $1,000,000 PROPERTY I ( REAL AND PERSONAL PROPERTY,INCLUDING WHILE LOSS PAYFE: IN COURSE OF CONSTRUCTION: PER OCCURRENCE LIMIT j MORTGAGEE: I SPECIAL FORM(INCLUDING FLOOD AND EARTHQUAKE) DEDUCTIBI.F PER OCCURRENCE OTHER I I , DESCRIPTION OF OPERATIONSILOC!ATIONSfVEHICL PECIAL ITEMS Residential construction,North Andover,MA CERTIFICATE HOL E N LLAION Town of Nonh Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 27 Charles Street BEFORE THE EXPIRATION DATE THEREOF.WE WILL ENDEAVOR North Andover, MA 01645 TO MAIL ,3Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. AUTHORIZED REPR REPRESENTATIVE JUN. 3.2002 2:25PM PULTE HOME CORPORATION OF NE NO.057 P.2%15 i i I Permit Number 'I MEcheck Compliance Re0ort Checked By/Date Massachusetts Energy Codo MECcheck Software Version 3.3 Releaso lb Data fi ename:F:IFILES\CST\CConserv4WSCHECK\Lot64fv,cck CTITLE:Lot#64 Wellington elevation#12 CITY:North Andover STATE:Massachusetts IiDD:6322 CONS RUCTIDN TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(No4.Wectric ResWaace) DATED{06/03/02 PROJECT INFORMATION: Forest View North Andover,MA, COMPANY INFORMATION: Pulte Dome Corporation NOTES, I Customer purchased elevation#2,a floriO4 room,R-15 wall insulation, a walkout bay I.L.O a twin window,and( }additional windows. i COMPLIANCE:Passes i Maximlm UA=613 Your Home=583 4.9%Better Than Code Gross Glazung Area or Cavity Cont, or Door Perimeter R-Value R-Value U-Factor UA Ceilnis',1:Flat Ceiling or Scissor Truss 24 38.0 0,0 1 Ceiling 2:Flat Ceiling or Scissor Truss 1216 38.0 0.0 36 Ceiline'3:Flat Ceiling or Scissor Truss 660 38.0 0,0 20 Ceiling,4:Cathedral Ceiling(no attic) 280 30,0 0.0 10 Wal 11:`Wood Frame, 16"ox. 576 15.0 0,0 44 Wall 2:Wood Frame, 16"ox, 396 15.0 0,0 30 Wall 3:Wood Frame, 16"o.c. 621 15.0 OA 48 Wall 4:Wood Frame, 16"ox, 621 15,0 0.0 48 Wall 5:IlWood Frame, 16"o.c. 120 15,0 0,0 9 Wali 6:rWood Frame, 16"o.c. 120 15,0 0.0 9 Wall 7:jWood Frame, 16"o.c. 1080 15.0 0.0 37 Window.28310:Vinyl Frame,Double Pone with Low-E 11 0.340 4 Window:2852:Vinvl Frame,Double Pana;with Low-E 87 0.340 29 Window: 1852-2852-1852: Vinyl Frame,Double Pane with Low-E 33 0.340 11 Window:2046-2:Vinyl Frame,Double PWie with Low-E 19 0.340 6 i iJUN. 3.2002 2:26PM PULTE HOME CORPORATION OF NE NO.057 P.3i15 j ti[Jindo :6-0x6-8 slider: Vinyl Frame,Double Pane with Low-E 39 0.300 12 Window:2852-2:Vinyl Frame,Double Pone with Low-E 256 0,340 87 Window:2862:Vinyl Frame,Double Pao§with Low-E 69 0.340 23 Window; 1852:Vinyl Frame,Double Patio with Low-E 19 0,340 7 Windo v; 31052 picture: VinylFrame,Double Pane with Low-E 21 0.340 7 2-8x6-$service door:Solid 18 0,180 3 Door: 0x6-8 w/2 sidelights: Solid 33 0.280 9 Floor 1.All-Wood Joist/Truss,Over Uno. nditioned Space 24 21.0 0.0 1 Floor ;All-Wood Joistftss,Over Unnditioned Space 1216 21.0 0,0 54 Floor 3:Ala-Wood Joist/Truss,Over Un ditioned Space 429 21.0 0,0 19 Floor :All-Wood Joist/Truss,Over Unditioned Space 242 30.0 0.0 8 Floor 5.,All-Wood Joist/Truss,Over Unconditioned Space 240 21.0 0.0 11 Furnac f 1:Forced Not Air,81 AFUE COMPLIANCE STATEMENT; The prOiosed building design described here is consistent with the building plans, I specitiations,and other calculations subs.#ted with the permit application, The proposed building has been designed to meet the Massachusetts Energy Code requirements in MBCcheck Version 3.3 Release lb and to comply with th I mandatory requirements listed iA the MECcheck Inspection Checklist, The heating load for this building,and the°;cooling load if appropriate,has been determined using the applicable Standd Design Conditions fo the;gode. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of d n lop specified in Sections 780CMR 1310 and J4.44. 2 Builder/I Designer Date i i t ..Area Calculator:Ceilings WellingtonElevation2Lot64fir _.-.---.------.--- .-..--- ----.------- .-__. _- C N m CD N AssomblyTypc Width x Length = Gross Area Comments/Description 1 Flat Ceiling or Scissor Truss 2'0" 12'-0" 24.00 ft2 second floor ceiling area N 2 Flat Ceiling or Scissor Truss 38'-0" 32'-0" 1216.00 ft2 second floor ceiling area m 3 Flat CeTng or Scissor Truss 22'-0" 30'-0" 660.00 ft2 second floor ceiling area 3 4 Cathedral Ceiling(no attic) 14'-0" 20'-D" 280.00 ft2 ceiling over-florida room 5 6 C 7 i 8 m 10 3 11 m 12 n 0 13 -o 14 0 15 � 1$ H 17 z 18 p 19 9 20 m 21 22 23 24 25 26 z 0 CD cn Ceiling Area Total:2180.00 06103/02 13:41:41 1/1 ____ ��N��v� ��^���u��U^ ��U K�K��� --- ---'--' -- --- - ------ � � -_ - __- ---__' '- -_-'--'--~'...���~..��~~~~.~~~ ~~~~~.~~~�. � . �c CD CD Pi Assembly Type Width Ix Height GrossArea Comments/DescriptIon --- —m m .. 396.00 ft2 front elev- 3 Wood Frame,16'o.c- 621-00 ft2 right elev. 4 Wood Frame,16"o.c. 181-01" 621-00 ft2 left elev 10 12 0 13 u 16 17 18 is 21 2-2 231 241 1251 -7' CD Qq � � Exterior Wall Area Total:3534.00 (A 06103102 13.41:42 1/1 i ------ ------ --- --- ----Area-Calculator-.Windowsr., fellingtonElevation2L-ot64fv------ --- -- -_-- - --- C CS) m Library Unit Total Comments/ U ate 2862 Assembly Type Quantity Width xHeight = Area Area U-Factor SHGC Description 1 2831 D Vinyl Frame,Dou 1 2'-9" 3'-11" 10.77 10.77 ft2 1 0.340 Superseai Low E Argon psi 2 12852 Vinyl Frame,Dou 6 2'--9" 51-' 14.44 86.64 f12 x_340 Superseal Low E Argon 3 3 1852-28521852 Vinyl Frame,Dou 1 6'-3" 51-a" 32.81 32.81 fit 0.340 Superseal Low E Argon 4 2046-2 Vinyl Frame,Dou 1 4-1" 47-7 18.72 18.72 ft2 0.340 Superseal Low E Argon 5 6-0x6-8 slider Vinyl Frame,Dou 1 &-11 6'-7" 38.95 38.95 B2 0.300 Superseal Law E Argon 6 2852-2 Vinyl Frame,Dou 9 5'-5" 5'-3" r- 28.44 255.96 f12 0.340 Superseal Low E Argon 62- - 1=Ffame��3o - ' W 4-CL 8 1852 -- -- Vinyl Frame,Dou 2 1'-10" 5-3' 9.63 19.25 ft2 0.340 Isuperseal Low E Argon 3 9 31032 picture Vinyl Frame,Dou 1 T-11" 6-37' 20.56 20.55 ft2 0.340 Superseal Low E Argon 10 n 11 70 12 0 13 14 H 15 O Z 16 O 17 -1 18 z 19 r'1 20 21 Z O - - m m N cn Window Area Total:552.43 06/03102 13.41.40 111 -'--'-- '-''-- -' --�- — --- ���U^~K������ ��m�KU~�� ��U %��� --- ------------'--' '�--- i - _ Calculator. ;�~`-.~~-.~~~~~.~~ ~~~~~'��__ ~ ------- -- ------- �--��--��--�-'------------��--- -m Library Assembly Type Quantity Width x Height Unit Total U-Factor SHGC Comments/ Update Area Area Description Garage Service Door w m .. - 0 10 M 11 n 12 X 13 0 14 15 16 _ 17 19 20 M 21 23, 241 1 251 1 � � ovor/ueaTotal:mv.n 0em3102 13:41:40 »� ��� Area Calculator:Floors:WellingtonElevation2Lot64fir W N CD m N Assembly Type Width x Length = Grass Area Comments/Description 1 All-Wood Joist/Truss,Over 2'-0" 12 0" 24.00 f12 floor area over basement N Unconditioned Space N 2 All--Wood Joist/Truss,Over 38'-0" 32'-0" 1216.00 t12 floor area over basement 3 Unconditioned Space 3 All-Wood JoistfTruss,Over 22=0" 191-6" 429-00 ft2 floor area over basement Unconditioned Space 4 All-Wood JoistlTruss,Over 11'-0" 2-T-0" 242.00 ft2 floor area over garage Unconditioned Space 5 All-Wood Joistlrruss,Over 12'-0"_ _- 20'-0" _ _- 240-00 ft2_floor area over flormlasnnm m — - - --_--- -__ - .. _._ .. .. _.... - - -- _ 6 0 3 7 M 6 n 9 � 10 p 1f � D 12 H 13 0 z 14 0 15 �1 16 z 17 m 18 19 20 21 a2 23 24 23 26 Z ' o m Ul N Floor Area Total:2151-00 06/03/0213.41:43 1/1 NORTH TONM of 6Andover 0 No.3o � C,oo dower, Mass., 07 13 anol 00a cOc MIc KE-1cK AERATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT....... ........... e o r+ti a . o. ....... • ' Foundation ......... buildings on. �.......b y.�.�.lo • has permission to erect Rco".Ir .............,........� g .... h�.. 1'V�..: !�.� Rough to be occupied as.)'... . .I�.. .�. .� .11... ~ .....�� .... � Chimney . . .. provided that the person accepting this permit shall in every respect conform to the terms of the app cation on file in Final this office, and to the provisions of the Codes and By-Law relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. 1 O�C 7r) PLUMBING INSPECTOR � 5�3 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT` EXPIRES IN 6 MONTH ', ELECTRICAL INSPECTOR UNLESS CONSTRUCTI ST TTS Rough ............ . ......../........................... .....A. ............................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE-SIDE smoke Det. ORTIy Town o � � :,. n over 0 w... No. 3 O ~ = 70 i -off dover, Mass., — �, y _ _ T O L A K E COCHIC HE WICK 7SSACHUS� FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ..."P.V.1 ft......A ..t4! s 0. .......APM...�i��...'................................... has permission to excavate and pour foundation at .� ...b.... .. ..�.Q.a g 1'1�t.�1.�.. ......... ..... .. for the purpose of. -j.Roo r4 t !�. A !,�-a.. -� Il.... .l ... �.. � .... ��03 C� 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. 415st dow ' O S Co/ f1 450 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. .0.. ................ ......... BUILDING INSPECTOR E- c o SPECIFICATIONS PRODUCT ACTION REQUESTm R ®AMR® CODES DRAWING INDEX W GENERAL REQUIREMENTS PAR '01-121 DESIGN CODES 1.00 SPECIFICATIONS, SCHEDULES,&INDEX x' d 1- Work rlormea shop coin with the Tallowi, OATEN 08/21/01 E~ A The.go,..]nates unless otrwise noted e9 pane a,produce 2.00 FOUNDATION PIAN = Z BASED ON O.A.8.0, ONE & TWO FAHILY CWELLINC CODE 199E EDITION L.1 pecir.At app 2.01 OPTIONAL FINISHED BASEMENT O 13. At n Ilam¢oaol and state codes.ordnanees end mgons ACTION REQUESTED: - RESPONSE:PF regu EASED ON B.O.C,A, BASIC BUILDING CODE 1996 EDITION 3.00 FOUNDATION DETAILS C. 1.he areas where the drawings do not or,I nett coralogy' I Redraw,hoops per Puke standards. I.Redraw lease per Pull¢stenderds.lap arectal 4.000 FIRST FLOOR PLAN T T, - the contractor icati s bound perform e4iet pliance with 2 Create ehernate h°ming peen far telt Isle.roof trusses. z mocutaclurer's specifications and/er recommerdations. 2.Creates mternate fremrg pled for writ with coos trusses.15.001 - 4.01 SECOND FLOOR PLAN 3.Create new fowdaaon peen°slog steel beams n basement. O jobTho general nos ane lypiml details apply fnraugeWui Ins 3.crested nen,fnrmdaron p1¢n Laing BtoeN beers m bawemnnt.(zPO) 5,00 ELEVATION#1 a k jab°"lees°the'"i,-¢noted°` .... 5.01 ELEVATION#1 W/OPT.BAY WINDOWS w� 3. Oisc""iee: rhe can0octar shall compare and baord'rnale �p al drawings;when in the opinion of the contractor,a d'Iecreaancy 5.02 ELEVATION�1 W/OPT.BRICK k4 exies he shall promptly repart it to the Architect It,proper adj,stment 5.03 ELEVATION#2 before proceeding with the work. �.�- BUILDING CODE ANALYSIS 4. Omieslona: m the e.ent certain fdd of the co,structl,n ,( ^ ,/ i � 5.04 ELEVATION#2 W/OPT.BAY WINDOWS menet mil snow,an the drswinss,their construction chat be at // C✓ (/ ezv ��® e USE GROUP, P-4 5.05 ELEVATION#2 W/PARTIAL BRICK -same var, tsr oa for firmer condi tem al lien or noted. u CONSTRUCTION LLA55, UNI�oTECTEo 6 An worx is to be performed in a pralessmnol manner and 5.06 ELEVATION IJ2 W/BRICK earoena with eteaderc preeeae and consistent with manufacturers HE 1151141 6 AREA LIMITATION' 2 ETORY MAXIMUM HET 35 FEET 5.07 ELEVATION#3 a,d 5uppiers raddinn need del Ilat on proof EMERGENCY ESCAPE' EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS S.OB ELEVATION 3 W PARTIAL BRICK 6. Dmensons shall be recd or calculate!and never scaled SHALL HAVE A MINIMUM OF 5 7 50.F'. / All em¢mons are to the rouse art se noted omens¢ All dmwings /� �//f �A / 5.09 ELEVATION#3 W/BRICK 4 are at 1 -4.0'(1/4'. I 0')unless noted otherwise. Ll /" / i'SGARAGE/HOUSE GEILIN6/WALL A55EMI3LY'I/2"GYP5UA1 00AR2 OR 5/0e 6Y15UM BOARD IF SECURED-'NA-L CONCRETE/FOUNDATIC'Nc ` Ste' 6 CEILING W/20 MIN,6AAA6E/HOU5E POOR 5.to ' fffl Claret INTERIOR STAIR PROTECTION' (1)_AYER OF I/2"6YI EUM 60ARP TO ALL SURFACES 1v A64E551OLE AREAS 6.00 LEFT AND RIGHT SIDE ELEVATIONS 1. The concrete propartme shat be as t°u°ws: - 6.01 REAR ELEVATIONS uinnt 49odmpss�sgeh Min.aggregate ////// DE51GP1 LOA05r uvE Lcnn FLoo3s a0 PS 7.00 BUILDING SECTION 1 /. /� // /� LIVE LOAD ROOF 35 P5F(MW.TO?CGRD) Prongs 3000 1 11/2 e 1 s'b(+/-1") ///Af// /<! Deao LOAo FLooR aREA 1z FSF 7.01 BUILDING SECTIONS Slob on 3000(INi) I/z-1 <°(+/-i/z') j DEAD LOAD ROOF 1T P5,ITRussesl 8.00 FLOOR FRAMING PLANS-OPTIONS grace Jutsupf)CARAGE L ` DECK5•40 PSF ' Walls 30007 1/2-1 4'(+/-1/2"1 WIND LOP).16 FEF z, ca"crole woA shed conform to.1I requirement,of AG-318-89 STAIR LOADS=40?5F 3.02 FLOOR FRAMING PLANS-OPTIONS and ACI 3o1-72,spnol:Tcotmns for sir„alerb,aoaera n for bandinys. A- ',r� /�, supw LOAD=35 FEE - 8.03 FLOOR FRAMING PLANS 3. All r,ihiarcement,anchon0olts,piye sleeves oM other inserts (A(/ f EN stroll de pos tivey secured in pence before concrete is paced. ATTIC VENTILATION: 2099 5F./ME-7.00 5F REQUIREL 8.04 FLOOR FRAMING PLANS 4. cause 95x baakfis oompactbn at 6'layers m all were 8.05 FLOOR FRAMING PLANS and footings. Bul l to be of opprovn l material. RIOBE'VENT:56 L.F.X.085 FREE AREAfLF-4.76 5F, B.O6 FLOOR FRAMING PLANS 5. Rcfererce foundation notes for r'tnlorc r,1 requirements. SOFFIT VENT=120 L.F.X.045 FREE AREA/L=•540 5.F. 6. Tool cage of control jinn arm of slab m wall jamts. TOTAL 10.16 S.F. 8.07 FLOOR FRAMING PLANS 7. At eX ener stab-onymde concrete snoll."Pri not I¢ef than 5% 8.08 FLOOR FRAMING PLANS mor¢mon 7%air ennommen' MINIMUM R-VALUE5 OF OPENINO5: GLAZIN6� viten vii mvR Value.c 1.30 8.09 FLOOR FRAMING PLANS IuundoFooting dens are shown on the sodrons unless otherwise DOOR5, En:rg R Value.14.97 8.10 FLOOR FRAMING PLANS noted,foeti,gs,hall bear a mmlmnm ar 12°into original 5G7 R Valu¢•1.58 9.00 ROOF FRAMING PLAN-CONV./TRUSS undisturbed sail and a minimum of 24'below finisna,grade 5KYL15HTS R v°ue=3.57 9.01 ROOF PF81ING PLAN-CONV. 36'-Fredodck Co MD.&Hammer Township,PA,City of Fradedet,MD and W; 9.02 ROOF FRAMING PLANS-CONV, a2"-Rhode Islaatl;45°-Mass.). Where required,step footings to ratio of 2 hari:ontal to 1 rerticol. 10.00 TYPICAL WALL SECTIONS .--4 2. Where sandman.nwelap requiring changes in ecoaamlons, VOLUME CALCULATIONS' BASEMENT 12255 c.f. soon changes she i-be made us directed by the Geotechnical Engineer. rIR57 FLOOR 14996 c.f. 11.00 STANDARD INTERIOR/EXTERIOR DETAILS 3. Sol mwaeegasan and report: All oadn vada,corrpectmn SECOND FLOOR 15206 of. 11.01 STANDARD DETAILS am sup.,isiaw sholl be done per recommendations o1 .it ROOF 17709 45 0 cf. I1.D2 STANDARD DETAILS nvestigetlon report Concrete slob and tooting calcaklione aro based no7000 pM Volvo If the site test oadrle irdicote:law,values, TOTAL 59236 cf, 11.03 STANDARD DETAILS ury Architect so that necessary structural mOdiHwCons can be moue. - 11.04 STANDARD DETAILS CARPENTRY 0?T.Bull 876.a.T 11.05 STANDARD DETAILS L,maar Crede 0°T.FLORIDA RM. 4454 c.f. I. All jalas,tart„A,ane headers shop Me,ume.oHorne. 12.00 STANDARD FIREPLACE DETAILS tea,Hem-Fir F2 with mminimumse e falkaq all-be stress 14.00 MRCHANICAL./ELECTRICAL SYMBOLS&SPECKS andmodulus of ebsbclry. 14.01 BASEMENT MECHANICAL/ELECTRICAL PLANS A. EErta me liber stress: Fb=85D PSI(Repel,member) HH B. tonr'zantal.sheer: Fw-7D PSI14.02 FIRST FLOOR MECHANICAL/ELECTRICAL PLANS C. Compressor perpendicuwr to gra.nF-405 PSI ABBREVIATIONS 14.03 SECOND FLOOR MECHAATCAL/ELECTRICAL PLANS 0. Motlulus of austods' E=1,300,000 PSI 15.00 OPTIONAL SUNROOM 2. Hem-fir may be s'Jbsliluled,substf.Uted species Shall meet "`- _ A9. ANCHOR 00.1 6A. GAUGE REF, REFER TO REFERENCE or exceed read amenls note]above. A=F. ABO VE FINISH FLOOR A- GALVANIZED REINF. RENFORCAG,REINFORLEO 15.01 OPT.FLORIDA ROOM W APD. ADJACENT/AOJUSTA15LE O.C. GENERAL CONTRACTOR REO') REQUIRED t(LOD OPT.FRONTLOA)3-CAR GARAGE SPF etFIT grade Rel"t S(2 x 4 0.2 x 6 A`.T ABODE FINISH IAEAO GEN GENERAL RMS. ROOMS FIT=676 psI ALUM. ALUMINUM Oro. 61F5UM RNO RANDS 16.01 OPT.SIDELOAD 3-CAR GARAGE Fv 70 psi _ ANCH. ANCHOR G.L. GLUE LAW - RA ROUGH°PENINS 17.00 DPT.WOOD DECK Fol -425 psi � AN6'_EFIBER Fc=67:psi ARCH, ARCRIIELNRAI HOWR. Hn M.9 RNP ROUND I7.01 DPT.WOOD DECK W/FLORcei I � �� E = 1,20),000 psi a AS Fr. WOOD ENCIP'4FRE0 FRAMED SY5TEu5 HerWo Orr SC. SAWLUT WOOPZroOv- ry V�t_117 Truss!.,re a show design inter�l only, lr,ss manufoMur¢r to B0. BOARD pZ. HOUR 5LYEM. SHELF 2,DI QGT'1(� '�A}11j�(sYf BE HORIZONTAL110R C O TIALLY 1 Pd✓ BL06. BUILDING 'JIIF `JEEP �wrg-- I� verify all spans,dune.,.,.pitches,etc,and submit shop BM BEAM HDR. HEAVER SHT `5455 �•00 K.- DR. 'IEwb'r r✓ilK- ('s,nsv b drOwln 5 prior 10 iabriamian. BTM OPTION SIM SIMILAR 1 ✓� r_.�.,^ 114A� � / iCn i$ 9 BLKG. BLOLKWG N0 H05E BIB 55 STAINLE58 61EELT�^ ep Rnnr Truvse-s DRG. BEARIW I.D. IN5IDE DIAMETER 5TL. STEEL �w€ �dYIdo I. Toor I.s.....11-engineered lrue,e,. Floor throe, - .1 BRICK IN'OR. IN GROUND IT L". 5TRV61URIL a manuracturw lu supply sap drewings and erection drawings.Shop dmwings DEMI BASEMENT INSUL, INSULATION Sol?. 5U5PEN51CN must b¢sealed by a professional engineer registered in the INT, INTERIOR 5(1 5LIi XA55 POOR u � 9-mug jurisdiction. L.J. CONTROL JOINT I.5. IN510E L°RNER SQ. SQUARE REVISION TRACKING g 4 CENTER LINE sE 2. loon Trusses shall be designed to 6md,dIcH.Gon to L/480 C.M.U. CONCRETE mA50NRY UNIT JT. JOINT TB TOWEL BAR for Ilve lona and for a dead bad of 40 FSF+16 PST. Roams consisting CGL. COLUMN T 6 G TONGUE CAO GROVE y0 DQ}i_ NOTEg �'Q, DATE NOTES K' of different lengths me de(Ieclbn of the snorlmt span eh011 gove,n. LCNL. CONCRETE K51 KIPS PER SOVAR`_INCH TG5 TOP 6 6RAPE SLAB me shortest span shall gcvem. - - CCNO. COW IT ON TFW TOP OF FOUNDATION WALL O'.-121 08/21/01 UPDATE DWG$ al 7 LONi. LCNTINUOUS LT.WT. LIGHTM=16W TYP TYPICAL I1. Jo-joist:Pre-engineered Joists,I-john manufacturer to supply LCNET. CCNETRULTIOIJ LT. LIGHT r TREAD bb an nearing calculafiars am by a prol¢ssien0l en(ineel registered CT5K. CCUNTER5UAK LIS LOUVER TR TOe'EL For C.O. CASED OFENIFNi L.T. LAUNDRY TUB TRPL TRIPLE in khe governing jurisdiction.Connections and details shall be act shown CANT CANTILEVER �> "Y on plane. L.T. CERAMIC TILE MAS. MASONRY ONO. UM.E55 NLTED OTHERWISE 2. 'loot I-joist shall be desigred to limit deflection to L/4d0 CLO. LEIL:NO .1. MFTERIAL - �3�qpd C.M. CROWN MOULD MAX. MATERIA VERT. VERTICAL ag 7, for livebad and for a dead load of 4D PSI+12 PST. Rows Consisting LR. CHAIR RAIL MDO MEOWM iel OVERLAY IF. VERIFY IN FIELD 5 NTC of different lengths the deflMa ion of the shortest span shall govern. the shortest s an shall MEIN. MECHANICAL W WITH p gavem. D ORTER 49 WITH MIN. MINIMUM Reef Tessa, d FENNY M0. MASONRY OFENIKa MD. laOPD 1. Roof Treses: pre-Engineered trusses. Roof t,uss manufacturer;0 supply DBL. DOUBLE MTL MSTµ WWF WELDER WIRE FP51tlt h° d.'owin s and erection dmwin s sealed b fessional en infer r tend DIA, DIAMETER WO OR W/0 WALKOUT s p g g y a pro g ttlis PIR. DIRECTION MR WINDOW in the governing jurisdiction.Connections and details shall be as shown ON DOWN NIG. NOT IN CONTRACT - on plans. OR. DOOR JOTS) NET TO SCALE Out D1su wASHSR ot. ON CENTER _ DWG. DRAWING OPER. OPERATOR as. RCUi °PNC. Pee No, GR055 F/N/5JIiIP ITLDETAI01TALL °PC OPTIONAL SDUAREFODTAGES RSDUAREFDDTAGES EA EACH OSE. MEMO Carl 00ARo PRAWN BY: EJ ENPAa510N JOINT 2' F/RSTFLOGR /649 F/RSTFLOG4? /649 ELEL. ELECTRICAL l/5 aaE RSHELr .11150/14 OOR /679 SELONOFLOOR /679 p. EJ ELEVATION 6WAZ TAL S1PB %BT01AL 7176 Dor:B ae/m EW1P 5031AMENT Pt PFELAST 42,17 11N15HET 4/6 R_V No DALE ENPAlaPAR71C_tIl GARAGE esi REC RDDM 530 ENT. "TER1aR PL. PLATE 01-121 OB/2!/01 EE. EACH END PNC. PANEL 914l 15,11, .57✓OY /96 FLOOR COVERIAG CNWGE PF_ ,RFFAERKATED i FP A W°CD TOTAL 1�6 5TORAdl �14 Joe NuuaaR -. FLOOR GRAIN PROD. FRP ECT/PROJECTED PVN. FOUNDATION F51 PWNDS PER So.It'. R 4 FLA. FLOOR PEE POUNDS MR`SOFT. FP FIREPLCCE P.T. PRESSURE TREATED FR. FIRE RATED A1214TB FRM FRAME OPT IL OR/OA RN ?40 FT_ FODT/FEET OVAO, OVAORU°IE OPT 51W,40CM 364 SHEET NUMBER FTG FOOTING -_-- TOTAL 611 1.00 SP-CASO.DWG Tae OS/lT5/9 8/30194 ABBREV © COPYRIGHT 2001 Pulte Homes - 601-p II /E FOUNDATION o OPTICNAL MASONRY FIREPLACE 3 r II A 302BH Ip 701 ry 2 a e to w/ ., - 2J.15•EE. .7. �y E- 1. I.REFERENCE PRODUCT 5FECIFI AT10N5 FOR DECK TF,W 3-8 PB O a' 51ZE AND LOCATION P 0 AB 2.00 NOT SUPPORT VI00p DECK NDTE: w aLOCA,KKJ FROM ANY CANTILEVER FLOOR SYSTEM. REFEREFOR ADDIT OCE NAAL IN OR�VAiIONHEETS O 3.PROVIDE DRAIN TILE AROUND ON PLAN OPTIONS: J ARTIAL FOUNDATION PLAN - DAYLIGHT BSMT. COND. § F4 PERIAFTER CF FOUNDATION 19.01,B 15.01 FOR OPT,REAR FLORICA RM 4" I'O C-' AS REC D AT APPROVED . GEOTECHNICAL REPORT. 4.PLUMBER TO VERIFY DRA N t'O LOCATION5 FOR ALL TUBI5HWR O�4 6MAT ITIT OVAR NL05ET5 FOR ANY ^ 60-01 FOUNDATION OPTIONAL W.V. '-O�MASONRY FIREPLACE 6 4�Rc4 DH A o'?o u 3�� ,y ] 10 k'/ - - 4JA$a EE. 7A1 4J�15 a EEW/ V wJA 4J,4S EE, n: ------- ------------- -------- w -��---- -- - -I a -----------_f2 2n -_-_ r-�.--_--_---- ------------------ } UMP U 0-D ..FW 7'-B' - VERF ODATION - W M _ PARTIAL FOUNDATION PLAN - WALKOUT CC-AND. KA'E:/4"• -O' _ STD.LOCATION OF j OPT.PRECAST BULKHEAD W/ 40"MD.W FOJ"UJATION WALL 0 bp'_p1' B' REF.DTC.A-3,00,0. -O" FOUNDATION a OFTIONAL _—f g:-So 5'-O': MASONRY fIRERACE �i-qu r _________r, TTI i A 4 ��,p1: ��-p�1 A C ------ , -,1----1.01-- -'r---, Ir�� 10.00 7.01 F---�-rl - -- --- ___ ----1.01 cFeu Head t5A0 I -- -- -----� _ _ __ I � 1 o -- ---- --------- -------------IT- -- ------ -------- -- m --�-Q`, --T.cw.Y- --- ----------i -------cJ----------------------- -- ----- ...1 --- - P. FW.Y-B' l _1 FWSH W TOP OF FON WALL- C r.� KAIF P J MP w/P.M. I rA7p, N I 30'K 12'8 ,. W-SET BY X 1Y BUT.WJw-gT wl X 1Y 3S T..WD_SE .. FLU5i W/i N WALL- - FW91 W/TDF OF FON NAIL- EIEV FLURI W/TCP CP FDN WALL- gIIT o w/0 I CUT W W D conn - NM1i o w/o GOND. I O / U-D' NDVE,D 90E BY SUNROM 3".x I l ADJ. 3".n 104 4DJ. 3".n II GA ADJ. 3".x'I GA ADJ. (DAD 4 H Q $TEE LUMN CPI STEEL COLUMN ON STEEL COLUM'.N ON STEEL COLLT'9i LTi R•--1 X. .F.W T-6'0 RSVI. 24'% "x I2 4 I 94'k 14'k 12° 36 x 36 x 12 36 x 3EIx It IF— ElE FOOTING On CONCRETE FOOTI CONCRETE POOTI CONCRETE FCOT@K D-0 WI i31•5 EW W/(3) •5 E.WH. T'-4" IPONT LOAD OM ABODE-� to POINT LOAD FROM ABO UNFINISHED BASEMENT {6N --- \ 1 M-. BEAM . � 4-t41 P�KET �- f ^inL(� I"I ,0.4 BEAM f J 1 3/e"x u,re"L�t ----- o r I L 9K) Ina;J L � 1 IL LOCATION L J LnK -1 I (ITKJ 1DI F'` I F� SILL LOCATION O � % mK L j I LINE OF S A •••� L<': II GA ADJ. - - Nps; 4",a II GA ADJ. A - - W,3)A5 x IEA ADJ. I _ p� 7.00 _ __ _ `aQ�' r-HIGH _ -li- Y- 11- I--- -r H p L--. -- _ --_n ------, 180VE SC4N^RETEIFOpiINi v : II .I +___ ___ MASO LINDER6 Wpr3R 11 L", ON I _.- STEEL COLVIJ ON >•`• b+` �� D.TO •2"UTP. $1"EL 00 L W III III r l r 2 9 < 2 CRETE L DERSIDE W/(36' W 700 1 - -__---� WC} STEEL COL"ON PROVIDE - n 1 - - TE FOOTIDY.a CONCRETE FOCTDiG m (31'5 E.WB. 44 x 14 x I. ' IN SHED EWb WJ r3J 45 EWE, S Vhf Q I SEAN 1OH GON BASEMENT CONDITION. P ry A Y'+M't f`W1FF FOOTING � I II II II LEF ce.`II II-_--- I f--is=__=-I OPT.BATH - ao'%I2'esMT.umw-sET j 6 .... 5 :� o Ili... - D l_.�_..___.. OFT.PLUMBING l�E� � g RUST W/TDP OT FDN WALL- a b I I CON GRADE BEAM R P _IT o w40 cauD - - ROUGH-111 Y O-'T.0 RAIL. 31-3" .15 ve OE,EP.w/t �J 3.00 II\ D D Max,D IDE IIF SUNROOM jI I I ftE r� I F.w.Y-e'ce'Bsur. � IL G GARAGE �� • GARAGE H o uxEZDAvuew/V1. I Low I ` ----- N 00 - ..(NNMAV gV 41 NN _ ..�_/1 c J I I I --_� I n c____________' _ _ _____ __ ________ _ r3 1. y 3.00 ---- f f/A.. 9k -- UNEXCAVATED r- AND e 3.00 I -- --------- xc I S1 6' it ,ICN 1 COMPACTED EMIL. 6"5!EE r _ _-- ////�+�-'a��\\ 14°fANCREIE SLAB Wf 1.. LOW S'-IO° D� W'DAK A / R 62MIC.L POEM-ANC AY 10.aD 300 15.00 / \1 of aDNPAD p exL D PART.FOUND. PLAN sao 7D1 W/ OPT.SUNROOM. — = I I KALE,u4" .g I I ti -- 'WHICH ' S e"-' . V 3 4 I I PP.OVpE OWE BFAV I I D � p.RArm eT: __------ --- -__---_ ---_- e •°' FO o W/ [BEAM 3.00 ALL LASED OPENING55HALL CgID. .0 HAVE 5AME CASING HT5 A5 OPEN,G W/DOOR5 DATE!/Yw/Ol IN ALL WALLS SHALL RE 1 X 4 UNLESS NOTEO OTH=RWISF 2 4 ,•� 31'-S" , REV No. DATE Al-L Int FCR.WINDOW IDR5 P 01 5/B"A.FF.U N.0' 01-121 00�21�01 HICK 5ET ALL 05MT.WINDOW5 HDR5 w 52 5/8"A.F.S.UNC r ' FOUNDATION AN ARE LLµRENCE CORNICE DETAILS FOR 2nd FLR.WNGOW A D 4-�.pn D SCAU1/4HEAOEF HE 16HT5 KALE:I/4'. 0" JOB NUMB"R 7 b THIN 5Ei ALL CCKTILE OVER 5 PLY DC 5/B"UNDERLATMENT n - PARTIAL FO ATION PLAN - ENCsLIS�I LA. T GOND. f PETEUVATI04S FOR PROSCT D DOW5 SHALL 0E TRIMMED PER SP°GIF LEVEL » IT 2 1 SEl ALL TUBS ON BD'FELT KALE:I/4"•Ou F01R6 PND 3T(OP Cpr71710.NS. PROVIDE MINUMUM OF 4"R'_TURN5 P ALL OPENINGS 1®/ f w� B1214FDN V ALL ANGLED WALL5 9 45 DEGREES UN 0, ENTRANCE OOOR5 B WINDOW5 W/I X TRIM W BRICK SHEET NUMBER CONDITIONS 54ALL HAVE EXTEND JABS. ALL BRICK 5URROJW5 AND QUOINS SHALL PROJECT I" 9 FIMNOTE 1.00 © COPYRIGHT 2001 PURI Homes F$L E— opo ro Wo W N� UNFINISHED REC.ROOM § C w w PARTIAL FINISHED BASEMENTfz= P AYLICsHT SCALE,V4 .I.0' - I was L REECR2YE NS FOR Sim ANPEIFI1.00 FOR PELF 511E 4ND LaAi1CN 2 DO NOT 41Fi'0RT WOOD 11E11, UNFINISHED REC.ROOM FROIAN7 Un'faE ER LOUR - 5T5RM. 3.PRONDEF DRAM:TLE ARaN7 PERU@lER aF KWDAT OI AS REO D AT AFK%EO e OEOTECENICAL REFYR,. PARTIAL FINISHED BASEMENT PLAN IWALKOUT-GOND. /.�� v ,.1LU EER,0VERPr6675F R ANT f./�� �G. �4� LOCATIONS FOR Al N3164A 1VJ/ uareR uo3Ers FOR ANT o" ` � I 1'J VARIATIONS. NOTE: rl'-'--'-'-r� FOR TLE FOLLOWING 5i}ET5 FOR LAN OFT INFORnafGN ON FLAN G,FOR C 6DI,i ED:FOR�7.REAR FLORIDA RY Q E— 1 1S Y UNFINISHED - III�F''"'� F[�DWA4�GF'c yi_4gn 3155 ii yi 51" Oi_5ii 2n �� LL -_ 1~•_/jYU�Li. FFfA<JM4'A/'� 2 x 6 k'ALL a 7RU55 FRAME COND. 4 2 x 6 WALL a TRU55 FRAME COW. CH./ � /A v�.�� it : W HA1a0.OP A FORAGE °• < PROVIDE I/2 7P 5DTOINDERS E CF STAIRS AND LS / R WALL e - FINISHED BASMf. I-" .. F.I. �^ Ei Ova oPT. -N RAIL 4�2 °k36° 5i,3ir o Ef 01; REP.SMT.T. FOR 0 tff 1; � o sHH P.EIaTW rL. 2/R Rim�a 'f5K S ISO - VB36 A gII - � r UTILITY/STORACsE a DRnHN DY: ur �� NH ALL CASED Of4N SHALL NAVE SANE CA511G W5 AS LFftl'G Wr0CO3R9 a DAIS:S/eDlaf ALL WALL6 6'.MLL BE 1 X 4 WLE5A NOTED OTHERWISE ftEV No. ALL Nt RA WFWW HVR5 a 81 5/5'AFF.W. 01-121 08�21��1 SEI ALL 5'191.WIr I HORS a R 518'AFS.UNO HER HE CORtIICE DETA19 FOR IM RR WRDOV HEADER HE 676 JOB NUMBER THIN NET ALL DER TILE OYER 5 FLT EC 5/b"WPERL ATINT ^ ALL WINDOWS6WALL IF TRRNED PER SFECF.LElVL t OPT.FINISHSE ED BAMf NT PLAN - INGROUND COND. (�A/T"//✓�5 �( /�c S al Pl SET ALL WES ON 9"FELT SCALE:lu1 0.0" F FROYIDE MINL41 OF 1'REPURN5I ALL OPEN%5 >� B1214FINB ALL 4WLED WALLS a 45 DEGRDES IND SHEET NLMSER FNfRe.rc DOOR6 1 WNDONS W/I%,RM.PRICK 4 OOJDITI SHALL PAVE EMEND JAMES ALL 911I0[11111 mS AND GOONS STALL 1101-11 1" .0 1 © COPIRIGHi 2001 PuJA DF CM RDa VENT 22'. :: FALSE VENT LAST 24"•EE, r!1 co M ------ ----------- .r - fal2S5:DH 1WM O 2,10 COM.SPAN N11 1 SHINGLES REF. ^ cn p PRODUCE Jill I 5FSCIFICATONS -(�;.`- !ter NOfE: E-- -- U M L RERfREIKE FRODUCT 5PE15. VIII , q7h, I T FOR Tv,Pi 5ECURItt SrSTEM, O H "M ERaae pp LxancNsLNEWEI ' ee OPE.UAT vaN-PROr1DE(`///r jp—r'iADEOJAEE sWFORijI ,F-ORJDA ROOM _ FT7 � � �I REF REAR ELEYATKTI FOR T "I h� /2 FRYWOOD r a 1 "IIIKLRI24TION � � 7JR5+EE. ��QpAy� I 52' -DW 5836 836 M�i 61DMG REF oa PR "SPEC f FIRST FLOOR PLAN_ EPLASHELK `R`S.BASE.'.FLAX EOR h:Ofd1ATIRl tUt 5H0'%: ® DOWNSWEI WI t0:du n'•rII' •_� M - 1052 DH WM — PROD,SPECS I.oO L 1xb a W'OL.SM'HAI.L • — e 111=1F _ - - - AFPROX P'NI°,HED GRADE q �e NOODE DRAM TIL'ARCUID 7=;`,-�F`�`l`;� PERrffT_Raw.rmarla4 g v as REc'D BT APFRDVED G_OTEC4NICGL REPORT. T C12 1111 I e ro B1n'.0 GA..DL SEL.cau + I CCR --J I--L--; - 3`a eor'Ewpe UyGl �—L�'------ v.25 2,12.1 --------- r —17 sr -------- --------------------------_--------__-_-------__—_—_—_-- I I r— _____________ , uI3/,xvLn Lr.cart. r r yr rvFLTwoDD� _ 4 4<r-- ----------, REAR ELEVATION 5PAN 6X35 L___J W/ 2 --- 2� GR W' e a6'k a6"K I2° a� ASIA 4"x 12' / scAlF:Va":I'.c^ -� �'eC%c.FIG.W/ DPT.REG ROOM wic FTG W/ —� ael2"o/c E.W. ffRin Iriwa. RENRV ---_._l ,• a 'OIC EW. 101-01,TIN 4LCKz biDES.. c � FOUNDATION PLAN-WALK-OUT GOND. - A H' p ---------------- EE �D Ail ?p Qb N ro� a FRONDS DRAM TILE ARCilb F yd S i g FERIPEiER CA FOUNDATION tS IJ&rt . AS REO'D Br APPROVED 2 6PAN LVL �' INK GEOtECH11CA'.REPORT. 3 ',II GA ADL 5TL.COL. 2°CONC.FTG, Wl 3-4 EX.. _ 0.0 m I I --� — ------- �a�p wn=a61tE 54 LES 1.00 ROOF RAFTERS / 1 r2)13/a°x v In Lx coli € g REF.PRmucrePEcb r---------- ----------------- L __J 2SPAnoRWex35 -- ---„----------------- ✓ BE n1 EE 3U 3f� / I I E FL LVILBEAA FOUNDATION PLAN INGROUND GOND. oom 61DPG•PER M UCT / SFEaPDaNCNs F CEILIIY JOSTS REP PROD SPECS FOR IT WD OR CORNER M _ Loo FLORIDA RM r PMP0'JT 15FLA5X BLOCK DRAmv ar: KM PER F1iOD.5FEL5. —_ I W, DRE R TR 5 R ::O DaE:e/eB/m BT AFPROX FINISHED GRADE IYROM'D CCNDRIOIi TFW REV No. DALE 01-121 OB/21/Ot I -rT-IrrT-T: e - - - - - - Lk BEAROVE— JOB NUMBER, 135MT FE AR R 3T GW LLC _ _ _ir_i_i-�•i I G. 9i5 E r K AM 51214 VX 18”PARALLAM OR Wpz4 F_'_SW �I a SHEET NUMBER ----`1--5 -1- 51DE ELEVATION5EGTION A-A ROOF FRAMING PLAN 15.01 © COPYRIGHT 2DOI Pult HOmOS OF p RETfRO.'71EPoLLOVIEG5'N=E75 FCR ADDI710WAL WdORrUFICfi [W. ON PLAN CPT OPT.SI: GDFOR OPT.SIDE - 8AI FOR M.REAR FLORIDAftOIDA ROOT e - L REPERBICE PRODUCT BPELFICAPILA7ILN9 FOR DECK WIND SIZE AND LOCATION W/SAFFn 2 FIX 1.GIM T'I D DECK O G � RLn a rr ca dean RceR 2pp��o N' r q c SC 6Y61E1 P 07 REI.PLM' 1 1 3.PROVIDE Ri IDE CSN iILE FO.NVATl4 W 11.11 A5 REO 0 A'APPROVED GECTECC6NICAL REPORT. =4 V LSF � C� I WATER FOR ALL iL8/S1f5iR __ Vd131d1 DSE76FLRMY ®C SOX WIN.s Kt OPT. "�'�.,- —o �! t OPT'IONAL_.BAY- WINDOW--�.D.ININCs-ROOh1 /y 6CbB SLIDER �6 \ M7fi BCALE:V4".I'-O" O SCALE Ira". o` A - 924 DW M36 E. .C � /O ^ INT I IULEP !w� BIB 636 + 701 'V.LJ (� I _0 7.01 f KIT �L {.J 60'.0" Fproa.. 6'-41n 60%3815LAt� p 'i 4'-3Zn igi-8i: 7 211 .I 2852 D:I T'RN 2851 DH TWA R. /Yfl52 AH 12 1R4NSOM ' OPT. END PHIL (2 21 IO P10 t10 �M,T.1A IUM DOOR 2D7 �T 1%1)/1 'PLYWJ / �-- /p 12 t, �z z 1G 9 2 z la./1/2' r PALS 2 PN I I ry Y ♦25 LES 3 EE'e I X25 I.E. 11 .SEE A SLIDER W7,6 `O 6 1170 WIB I - W/TR A + W/ RA M ABOVE u O W7E OC30 861 811 BC'B OPT- RI 7` O .ATV DOOR.V y�g ----= DV FI REPLACE OPTL �'A �•„ 7b - 1 ` F2 '=2868 C.O. i - IMSCNIRY FIREPLACE _ < /W, SB76 93fi ix� M'41 Y21 ;- REF.SWEET 1]00. a 01 LEA� -o 6 _ ' JJJ + NOOK BIB 836 9KNEEWALL•3z"AFF.q o RE.RTIAL FLOOR PLAN - OPT.SQUIRMET KITGNEK— n FAMILY p wAu LaDDERten. „36 I5 AND DINIALE 114 oOPT. ENDPNHL05CWS_a I.FU,Rt SYS 5Y6TB'I. AD5Rpf�Lo % Aui55nte "19�__ PD70 M 3' 3' -� a W16 W37 r 8 I', 8 CL. _ ]7e a /4 830 870 S O /B r titit ' B'SD,COL J,,M}4 AF.T. ao R _ ytkEF-N/II.01(rn')___J IY”SHELVE. W70 W30 I PNL ___(2) 3 4"Y1/8" RAPE7.00118 _ DCAT[9alER i 7,$ PW /4 - 715 2G2 zreRCHTDF waser2PNL � sf p W 7 " 1101E v` 1-1 PAN 3 PNL G n C PFONDE UNDER Q � Pwa AT On WASHER _ 2/0 PR _ T.10 LITE ILyIwJ PR°T 4- HIE. '' m x ccdSS I LAYER OF 5 B'TYPE X-PER MASS CODE —-- �y� 23- r o ��v 0p a a Pil10E AT TAMS '4' I LIBRARY 33° om � C s ! I IAYER 01 5/6'TYPE X-PER MASS.CODE °P2E4 �Yo: .� oFr aO ¢ _ WI4 f'4 DROPFE ? 4 WIdk34 PR, D - - 2%6 BAILOOV \1 x� Q ---__—_ - •- gy ygq,4 204 o ---_91EEL EiEAfT_-� FRAME W4ll� F C m gry d R 4 Sp 83ri GARAGE (:-2D04 `/ - I PAL. 1 PNL I.PAL -� - P _-REF fLEY. __ fUS.Elf V. OPT.BAY W.NDM RF.REV. uNE OF s U.ElEV. OPI.B �NOOYS"*-WKLE, / y T x I AEF_SHEEi 5.01 / _ REF SHEET 501 Wi.BhYCS. �1„= 'pig ag + "I GO°E o r �� — � PART. PLAN W/ PART.PLAN W1 =q Gil I�� _ ��45/�✓ /�� a3 o OPT. BAY WNDW. OPT-&&ROOM. C/v L E��O ' /� �\ 5GALE:V4'•I'•O" BCALE:II4'' ;PPALCE AT O d$S'' � I o a " 1-LAYER OFI/Y G SUM BOARD-U130 _ A V // To SZW$ 2-LAYERS OF 5/B' GYP.3D.-BOLA-(FC 5406) Xt a 1 IAYEft OF 5/B'1Y?E PER MASS CODE - 7.01- _ o° RIOT AT NBS REF. Y. RE`O,am . 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BEDROOM 8 PROADE DRAM"LEA;° AS SRPEG P CF FOSNAT V SCALE:'la -O 4EREO 0AT REPORT, GEOIEGNICA'.REPORT, 4.FLPLER TO VERIFT DRAM _ LOCATIONS FOR ALL PJC/NAR B WA 1ER CLO06 FOR ANY o A VA 7.01 7.01 60'-O" 22 r.0ir 13' 13r-0n 2.lu B'.qI" NOTE: 4r-4n ,D.-gn 9'-T° ,T r_q�rr FOR ADDRIRIAI INFORMATION Etb I R)az 4+MY 4,Ln_... — tJ--_P2'lEF.- - ---(zl I °'-2" 2 �'-ro° at Fuu DrT1GN.: _ 2 7851 NH '2)2852 ql 1 2fl>4 BH BAL 4 SD22 FOR OK REAR FLORIDA RM 2 2E 2 ox (z)1 3/4x 9,/4'L 301 30l (1)I s/i x E I/4'U. wl wl O (� �1 _ --------- -- - SHELVES _ -� � fro PR — rL� CPT 35'1WRECf NFIliPROPLACE 21bW 2/0CPT PAIR REF.SHi.1200 �„� 2/4 O 's 'D ` _ SITTING RM. i y� 5EPROOM 3 F rev *2 MASTER SUITE I : �=___a 4 q' 7� OPT.MAY CLC. '1_ I -- V-01 V-grr lr-gni lr-6u p.6 rr 2/4 ERIC,WALL C CONT. }- _�I I�4}" (/)20 SNLIVES / r i o W H�+ 09 FP�AWEO ROOF 2,8 4u .. f._ ______ SRO.WALL 6CONV. r F ------ -- _I ______ ______ P/O PR ui FRAME)ROOF NNEEWALL 037'AFF. 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JOB NUMBER MIRROR TO 57ART ANO ENO @ I"FROM DRYWALL HORIZONTAILY r t TERM L TILE GOUR5ING 4114' 0 51214 1E12145EC _ 5HOWER li I2 L11 TUB IS 10 ® ❑ — TE ❑ ElSHEET NUMBER IJT5KB lul $$}$ ' VB36 V13030 V024 VG030 ~ =t 7.00 TYPICAL BATH TYPICAL ELEVATION TYPICAL POWDER ROOM TYPICAL ELEVATION TYPICAL MASTER BATHROOM PLAN TYPICAL ELEVATIONS 4=I.0 5/6"=1011 4=1.4 g�014-0u - © COPYR G1' 2001 PM t Homes i I-0° y 03 I j= E13 I � i ETI I I °t I I I ' 612 e 7 h/b'"= -10 1/8" a?39164°=5'-0 718° Fr i I o I I o -_ _-- ---- N R e l I1/16.81-II 5/8" .. ----------- I --------------------------------------- --------------------------- 1 . 5/3" •__----—--------- __ ------------------------------------—_—----- _______— I I� 33109 — o I I I I �! r I - ® l� Q L i. 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AN r c v MAT FLOM l'2 L P FRN AY 0 o a' u o O B 4 25 MATERIAL LIST w - 4 i 9 4 1r-Z4 H--4 44 47i 2BJ01� B F BA NO E 10 4 5 N 4.1 MATKATI RIAL FI W IN )/ 'I 3 5 7 4 1 441 471 44 28 ^' ,q Ag FEEL -AIA REF DNP N - ^ RUA59 eLocKS FRONT e o a 1 MATER ALP FIR5T FLOOF ELEV 2X4x 11-15 MATERIAL:P 157 4 FI_COR ELEV 2 bg . , DELETE IGJCIE7 4 P 161-IG B 32F DELETE 1-00157 4 8 161 9 @ 321- P 35� 22-PCS ._ MATERIAL'P ALL ELEVAT10N5 MATERIAL P SECOND FLOOR REFERENCE PROOUL' '9 d701 IJ01_T 4 B 28� 10 @ 44 ADD' IJOI57 4 @ 281 9 E 44' @ e A00- -J015i II @ 24� 5PEL IFICATION5 FLR DECK t-^ 7' NONE REOUWED K AND LOCATION ADDS 3-OEB RIX BOARD e9 S MATERIAI P FIRST FI OOR ELEV W/OPT FRONT BAY WINDOWS MATERIA P FIRST RODR ELEV P L 3 W/OPT FRONT BAY 141NDOW5 AODM 34 PLS 211x4°xll-ISIIb°SOUASH BLOLKB '- �^1 1OELDO NOT SUPPORT EWOO)VER DECK AOD E IEJOET 4 8 2Be-'5'6441'25f471 351 ADDS 1-00157 45@ 2BQ 12 P 44'-5 B 47 35 9751EM Y CANTILEVER FLOOR 4 m 73 FIRST FLOOR FRAMING PLAN @FLORIDA RM. FIRST FLOOR FRAMING PLAN @ PLUME 70 b NATER CLOSETS FOR ANT 5LALE:1/4":,1.011 ` OPTIONAL 5UN-ROOM - '�14T10N5- I1 7/H��LPI 20 .IB 21 O.L.TYP.!UNO) SCALE 1/411•11-OIC NOTE'I.I-JO IT LAID BE MOVED I1 7/B°LPI 20'✓`�A.E 192"O.L.TIP.(UNO) A MAA.OF 51 OFF CENTER (EG.,19.71-2411119.2°O.L.) --—-- LPI REV1510N5 DATED 05/22/)2 5Y 05AD-JC LPI REV1510N5 DATED 04/03/02 BY OeAO JG LPI REV1510N5 DATED 03/28/02 5Y 01I ➢RAHY: LPI REV1510N5 DATED 02/1MN8/02 5Y 05AD e KH -1/8.OSB RIM JDIST- ASTEN TO EACH GATE:8/2B/01 I-1/e'DSD RIM JOIST-FASTEN 10 1-1/8'OSH REINf ORLING EACH SI➢E-FASTEN 1p JUIN DOUBLE 1-JBIST By NAILING THROUGH VEB JOIN pOUHLE I-JBIST BY NnILINC THROUGH VEB 2.4 SOVASH BLOCK LUT 1/16'TALLER T{qN THE FLUSH LVL Or STEEL BEAM FLOOR JOIST LSI G 1-IDd NAIL PER FLANGE I-..LAST ON END WALL EACH FLANGE W/IBd NAILS R 61—STAGGERED WITH 2-RDVS 8d AT a o/c INTO FILLER BLOCK VITH 2-ROWS ad AT 6'e INTO FILLER BLOCK DEPTH OF THE I-JOIST, USE UNDER FIRST FLOOR FLOOR JOIST USING 1-I0d NAIL PER FLANGE REFERENCE PLAN AEV No. GATE [-JOIST OR RIM HBgRD INTERIOR BEARING WALLS t-1/B'OSB BLKG.PHLS. 1-1/B'OSE BLKG�PHLS. 3/4.OR]/H•BSB NOT[ USE 4'EB F1_LERS 6 VEB 2%4 SBUASH HLDCK 3/4'OR]/8 EACH SIRE AT E%TER:BR NOTES USE'ED STIFFENERS U1-121 Q8 21 Q+ B/4'OR)/8' BETVEEN EA.[ANT[-JOIST Ei VEFN EA CANT.1-JOIST I",OR I STIFFENERS FENERS 1-REQUIRED DT OSB SUBFLOBR DECK LOCATION IF UFAC U BY THE HANGER _NO ODD SUBFLOBR 3/a•OR]/8.OSB THE HANGER MANUFACTUREROUSEN.1 3/<'UR]/e•Us MANUFACTURER SUHFLOOR e SUHFLOOR� JOB NUMBER E MAX, § G1214LP02_19 2 NAx. . 24' HHEET MJNHTR v RIM-'LIST DEPTH SAME 3/s•OR]/O.OSB 7I! CANT. SNOTE VSE WEH IF IF RIM JOIST DEPTH SAME 4 IS FLOOR JOIST DEPTH SUHFLOOR 24'MIN, USE 9'LONG FILLER BLOCK FILLER BLK� NCTED ON S AYGUT AS FLOOR JGIST.111 Q•O AT ALL DRG.WALLS L BEAMS WHERE HANG" NOTE USE➢BL.S➢UASH BLOCKS U FSS UNREINFBRCED CANT. ARE USER ONLv IF NOT EO UN LAYDUTN➢TE.VSE FOR JOIST t6-DEEP DF LESS TOP MOUNT 1-JOIST HANDER SHOWN L IN➢TERIM➢RJOISTEEPBAND 2. RIM JOIST-ENDWAL_ 3. CANTILEVER 4, REINFORCED CANT. 5. DOUBLE I-JNIST 6. DBL. I-JOIST @ BAY 7. SQUASH BLOCKS B. 21M JOIST-BAND W SQUASH BLK& 9. FLUSH BEAM C COPYRIGHT 2001 PU HDmes pF LPI JOIST HOLE CHART wOF a a a > 231.0"312"O.c. „g M - L ,m �-•� �,. tlOIE: OPT WELLED E%IT � l4-'=4igig-^--- - I orAKS(2) 3/4"x t1 7/B"LVL - - —' r ADD:NERS 4"PGS ITT311B0 [721':60 - - - Isl AH s 1n s e H s •_ 20' 22' `c " � a�z 5v r u3 mpg DOL. 51NOLE HVAC P 5Y�TEM--- U5E LUT OUTS FROM 20 10151 _ DROP EO 84M-R F.FO PLA - W a Ul 7 MELH LHASA P OPT.51N6LE HVAC SYSTEM I >d o o a s g. ST4IRWAT z �� DEL MIELHI L&&HACE P DBL.HVAL SYSTEN, 0 ADS HANGERS 1:20 17 311.88 or ITT211.BP 2 P;' 1,.l ADD HANGERS 2-PL MIT311 852 or MIT211.88-2 a g rc < 5z�=N=o-W MELH CHA5E P Oft.HVAC SYSTEM. 2 5 Pa' - § 50UASH 5L0CK5 "'" '0 Nn � � O 5 36"Pc5 MATERIAL LIST 16' ID' FIRST FLOOR V1ALL MATERIAL L15T ELEVATIONS 2&3 .4 3-I2 x 11-7/8"LVL IP7 8 LPI-20/26A I-OG15T I—I 188 2@1 -163-184-287 -288-2810 r�-1 II P 16.18920"5822-17@32-2 335 IJ 1-I 8 XI I-7/8 x12 056 RIM 50ARP 12-PC5 � NOres, HANGERS 51MPSGN I.REFERENCE PROPLCT 13-P65 IT7311.68 Gr I T211.88 5PEOIFILATION5 FOR PEGS 2-P65 MIT311,68-2 or MIT211.88-2 w �V � • 51ZE AW ACATION 2.DO NOT 5U-PORT W002 DECK BY5TENCANTILEVER FLOOR 5 �a 3.PLUMBER TO VERIFT DRPN 2 LOCATION5 FOR ALL TUDJSHWR VAR AER CN 05ET5 FOR ANY o g g p NOTELl HJOIST LAN DE MOVED A MAX.OF 5"OFF CENTER •"'"• E G.,19.2-24.2'14:"-19."O.CJ �a 4 FIRST FLOOR FRAMING PLAN - DCEV6.TI11N-S. #.F-;/ & 3 5CALE=1/4"-I`0 � �Mot 11 7/811 LPI 20 OF@W 6 19.2°0.6.U.N,O. LPI REV1510N5 GATED 05/22/02 51 OBAO-JC LPI REVISIONS OPTED 04/03/02 BY 05 AP"16 oRAMN BY: LPI REVISIONS DATED 03/ZB/02 BY ORAD LPI RE\r1510N5 DATED 02/18/02 DY 05A0 e KH rVB'pia RIM JOIST- FN TO EAEH DAre:a/an/m 1OOR BSB RIM JOIST-FASTEN TO EAEV 1CACH BSB REINFORCING EACH SUE-FASTEN TO JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB JOIN DOUBLE 1Ed AT ' 1141 O THROUGH WEE 2.4 SQUASH BLOCK CUT 1/16•TALLER THAN THE FLUSH LVL o STEEL BEAM FLOOR JOIST USI G I-SOtl NAI_PER F_ANLE ]-JOIST ON END WALL EACH FLANGE'.//IOtl NAILS Q 6'0/_STAGGERED WITH 2-?DVS Btl AT 6 e/c INTO FILLER BLOCK WITH 2-0.0VS 8tl AT 6'e/c]HTO FILLER BLOCK DEPTH LF THE I-JOIST. USE UN FIRST 11, R FLOOR JOIST USING I-I o NAIL PER FLANGE REFERENCE PLAN REV IVo. DRfE I-JBISi DR RIm BpAR➢ INTERIOR BEARING WALLS 02%4 SOUASH BLOCK 1-1/B'OSB BLKG,PHLS 1-1/B'BSB B_KG.PHLS. 3/9'DR]/B'OSB NOTE,USE WEB FILLERS B VEB q•p,R>/B NOTE USE WEB ST:FFE.NERS 6)-121 Q8/2)/52 3I<'DR]/B' BETWEEN EP.CANT.i-JOIST BETWEEN EA.CPNi.1-JOIST SUEF LVUIE STIFFENERS IF REQUIRED EY pSB SUBFLppR DECK�OI[nTIDNE%i ERIDR IF REQUIRED BY THE nhNGER pSB SUBFLOOR 3/q'OR>/B'OSB THE HANGER NANUFACTURER H/q'OR]/E' S. MRNJFACTURER SUBFLDCR SUHFLDCR JOB N¶¶UMBER Y 6' 214 Max' ]s' C1214LP05_192 Max. 4'MAX, SHEET NUMBER ANT, NOTE,USE VENEAS B '� RIM JOIST DEPTH SAME S/4"pR// O USE CONTINUOUS AS FLOOR JOIST DEPTH SUBFLUBR B 24'M[N. OCKFILLER 3LK' SOTEDE ON LAYOUT RIMFLDIOR JOISTNPTHOEPTH S. INE AT ALL BRC.WALL$t BEANS 1HEUNREINFORCED CANT. RE USED NONLY IF OTE.So1MEu BLOCI<s N PS NOTE USE FOR JOIST 16'DEEP OR LESS D ON LAYOUT NOTE,ISE FOR JOIST I6'DEEP]R LESSL9F OP MOUNT I-JOIST HANGER SHOWN 1. RIM JOIST—BAND 2. RIM JOIST—ENDWALL 3. CANTILEVER 4. REINFORCED CAN 5, DOUBLE I—J T 6, DBL, I—DEIST @ BAY 7. SQUASH BLOCKS 8, RIM HIST-SAND W/ SQUASH 9LKS, SHBEAM ---- - C COPYRIGHT 2001 Pu Homes gr LPI JOIST HOLE CHART �77 C4 CV o� Hcv a� CO CO Z. ZPt 7 a - o04 a 16 101-5 _ 10'5 B 12 0. ' 11-7/ -20/26A @�9.Pd, 1111111111 OPT.INSTALL LVL&HANGERS OVER OPENING' _ + KIT LIGHT 1 f SEE OPTIONAL MATERIAL L15T. S J m >w LL I N NOTE'@BAY WINO.OPT.INSTAL'_ �� ✓r 6 LVL OVER OPENING' f m SEE OPTIONAL MATERIAL LIST. 6 �a�= 0 16' I — 3DB32' 16� 32' El w R 5 AI-m r'I— W2X1/)`iIWlO 1�7ypYly II I 201 '�ayw 11M p,f r'. I'31 �t BfL H LV-'15�'3' X 0"F 5H V BRC. LL I L L 15Dft0 ED E A R F.2B9 I I WAALL Q MECh CHASE P OPi 51H6LE Hb'AL SYSTEM '�DEEII,�EYE�I-JOIST^�20T �ADDS �g�' �P4 CY. RG.W'LL 2 PCI' NOTE'@ BAY WIN17.0?r.INSTALL EITT . �~ LVL OVER OPENING i n � — — 5EE OPTIONAL MATERI4L LIST. � Q p MAT'=RIAL LIST e o 12 ',eP 5 50 A5H 51-061<5 1'' S 2x4.11-15 16 II-732- 8 LPI-ZO/26A 1-4 3 g SECOND F'-DOR WALL MATER AL L IST 2 @ R 2 -7 @ 3 '2 @ 4 -3 @ 9 / 14 @ I -14 @ 16-4 @ 19 -9 @ 20 A 3@30 .16@32 .1@35 DROPPED SEAM REF.PIAN 3-I12"X 9-112"LVL I-I B x11'7/8"x[205B RIM BOARD 1 @ 8' 0-PCS _ 1 _ 2 e 11' DOUBLE3-I 2 x 1 1-7 B LVL 42 --- — NA@15 -2@20 g T _ 3-1/2 x 9-111 LVL H4NI3ER5151MP501J ) 1 @ 16 34-PL5 ITT311.88 or 1"7211.88 3-1/2''x -7 LV_ 5-PG5 MIT31I.88-Z or MIT211.88-2 NOTE'B DAY WIND.OPT.INSTALL NOTE'B BAY WIND.OPT.INSTALL @ IAS LVL&HANGER50VER OPENING' LVL 6 MNGERS OVER OPENING- NJ 3 LAR FRONT LOAD GARAGE FT N 5EE OPiIONAI MATERpI'AL LIST. 5_E OP710NAL MATERIAL LIST. 3-1 2 x 9-1!2"LVL 3s%t f5b ^ NOTES g I.REFERENCE PRODJCT $ Hp eFax 5PECIFICAVOIJ5 FOR BECK w3 512E ANO LOCATION 5i o 2.C0 NOT SUPPORT W000 DECK FROM ANY CANTILEVER FLOOR Be �i SECOND FLUOR FRAMING PLAN - �ELEVATI❑N #:2, #3 SYSTDM � �� �� 5LALE: /4"= '-0" B LOCATIONS FOR ALL TUOISHW.R II 7/6"LPI 20 OR-26A5ERIE5 0 19.2"O.L.U.N.O. VARIATIO Ill CLOSETS FOR ANY NOTE 14 1-JOIST LAN 8E MOVED A MAX,OF 5"OF P CENTER (E.G..19.2'-242"-IT?-15 2' LPI 51ONGAD0��3P-JRR TE405AP20 LPI REV 1510PJ5 DATED 031261 02 BY ORAD DRAWN er: LPI REV151 ON5 OATFD 02!18/02 FY OBAO o ` I-1/R'USE RIM JOIST-FASTEN TO EACH -1/6'OSA REINFpRCINB EACH SIDE-FASTEN TO JOIN DOUBLE I-JOIST BY NAILING THROUGH NEB JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2.4 SOURSH BLOCK CUT 1/16'TALLER THAN THE e•pSB Rin JOIST- DATE:B/PB/M t ttDDR Jptsr uslrvc 1-IDd rvwLERER FLANGE FLUSH LVL STEEL BEAM FLOOR JOIST USE G 1-IDd NAIL PER FLANGE [-JOIST ON END WALL EACH FLANGE W/1Dd NAILS p 6'e/c STAGGERED WITH 2-ROVS etl AT 6•e/c INTO FILLER BLOCK 41TH 2-ROWB ed AT 6'P/c INTO FILLER BLOCK DEPTH a THE I-JOIST USE UN➢ER FIRST FLOOR REFERENCE PLAN flEV No. OAIE `-JOIST OR RIM BORRO INTERIOR HERRING WRLLS 2 X<SO'JASH 3L➢LK -1/B'OSP HLKG.PULS t-1/9'OSB ELNG PN_S. 3/4'BR]/B'OSB NOTE USE wEH FILLERS 4 J/ EACH SIDE AT EXTERIOR NDICl USE WEB STIFFENERS / 01-121 68/21/U2 3/<•OR]/9' BETWEEN EA.CANT.I-JOIST BETWEEN En.CANT.I-JOIST SUBFLOOR STIFFENERS IF REQUIRED er E� OSB SUHFLOOR DECK LOCATION 1F R-OU]RE.8Y THE HRNGER OSB SUBFLOGR B/4.OR]/B'OSB THE HANGER MANUFACTURER 3/V'OR]/H'OS8 MANUFACTURER ` SUBFLOOR I SUBILUUR JOB NUMBER Ie• MAX. G1214T09_I9 2 MAX, MAX. n ` SHEET NUMBER S24-'MAX NOTES USE SHED R. JOIST DEPTH SAME 3/V'OR]/B'OSe USE COX TI STIFFENERS IF IN JpISi DEPTH SAVE S FLOOR JOIST DEPTH SUE 24-MIN, USC A'LONG FILLER BLOCKL- F FILLER ELK. NOTED ON LAYOUT AS FJ— JOIST DEPTH _ 8.09 Ri ALL BRGvRLLS L BEAMSWHERE HANGERS NOTES USE DBL,SOLRSH BLOCKS c N TES USE FpR.DIST 16'DEEP OR LESS T, ARE USE. ONLY IF NOTE➢ON LAYOUT NOTE.USE FOR JOIST 16'DEEP CR LESS TOP MOUNT I-JOIST HANGER SHOWN1.G RIM JOIST-BAND 2 RIM JOIST-ENDWALL 3. CANTILEVER 4 REINFORCED CANT. D. DOUBLE I-JOIST -JOIST @ BAYJ 7. SQUASH BLOCKS 8, RIM JOIST-BAND W/ SQUASH BILKS, 9, FLUSH BEAM - C COFYRIGHT 2001 P. Hames cp cQ 2%I RA 6• '0 PIC � i 13 RI GE _ Iii El D O a� a� WAL O TLEE i2" C. ]x 4 ASIS ET 4LL � W e W 2k t RAFT 9• "OC ]%0 RAM 5.'R"oG. I I 1 Ex LIES 32'Co.El �x a ic8 4 2°0 dl WA- x04 we 1)1 11 24112 ROSE .. ... _ X2 4Wa 17 = 4 i e P q PX+c.o� r 1 ix a 4eL.E I 1 — EW L i 1 4 HDDNa 1 to ..2x0 __ _ o PARTIAL ROOF FRAMING PLAN•3 CAR GARAGE-SIDE LOAD r N SCALE-1/4'-1'-0• t' I d caaF rami 2 o ov Rane:xe.iE'oa_ 2<�I� llo AIi, 77 rte+ C ROOF FRAMING PLAN-ELEV.1 -- 1 SCALE:1/4'=1'-0• 2x1 zM --- 7K RA K'0 \ S � tK8 ea 'OL O¢ L2%°4 BLE •� 12 u Igine - u4 —1no 1 �� _ IJ�etiwT `1.01 � —T� • 2X�RA'IERe VV."OL. ��5�$ I 2x pFTE .le' L. R7.�4y `PARTIAL ROOF FRAMING PLAN .... XX • X4 b OAIE:E/p/e1 AEV No DATE Zip AFT alE OF Ll / �1-121 06�21�01 - n11A1BER e 51214 ,q R1214RF1 SHEET INUMBER PARTIAL ROOF FRAMING PLAN-0 .FRONT LOAD COND. SCALE:1/4-=1'-1• PARTIAL ROI/FRAMING PLAN-ENGLISH BASEMENT COND. 9.00 - SCALE 1/4'=I'- .�C, COPYRIGHT 2001 Pult Homes or 1/2"PLYW'COD BREATHING T r�r^^ C O 2x10 ROOF JOISTS } V 1 �C7 IB"o.c. �2x1oe 16 o.a W F N 2x6'8 a 45' 2x6'c I6"O.C. 2x6'8 16"O.C.RAISED (2/13/4"x II 7/8"LVL',1 OLTED BEARING WALL AT �—SEGTI ON OF JOISTS TOGETHER W/1/2"x 4 1/2 „Ey / RAISED CEILING CNL- 2x645 IAC,'O.C. CARIAGE BOLTS TWO HIGH 16"OLrz .C. F1 z 2x8'8 16°O.G. 2x88 0,:: DOUBLE 2z8 16"O; CEILING FRAME 2x8'8 16"O.G.NOTCFF AS REO.TO F IN /-1 z JOIST HANGER C- 0151--E 2x8 BEYOND CANTILIEVER 2zB BEYOND F4 2x8 CONT. CEILING JOISTS 2x PARTITION AT :4 HEADER SEE FRAMING PLAN CLO5ET 2x4 BEARING C7 a+ WALL SIMPSON HHU212-2 TF E C JOIST HANGERS ..y BUILT-UP 2x'8 UNDER LVL' DOUBLE 2xS PLATE nSECTION OPTIONAL TRAY CEILING nSEGTION OPTIONAL 1RY CEILING TO FOUNDATION BELOW a01 j:)MCTION ENTRY FRAMING - ELEV.2 ! 3 ?PM x a ` 8.01 II \ I I n -- -- -- -- -- -- 6 Ll / flip. r.8 C UK, X5T zx NB _ lRXLAJ lE5ES I 1 II D O 2— III 1 — _ B' 1nf I Is'- v2„ �rTj-a O T` I� / I)txU ¢IL11 STCC Te1116 OL. 2'\ / of § -- — -- --- --- ---L A — --- ------ -- • �'� --- --- La- - - - - - - - - - - - - - - - - - - - - - - - PARTIAL CEILING—FRAMING PLAN - OPT.-TRAY"GEILING— CEILING FRAMING PLAN - ELEV. I scut„1,•�f-0'-— --- -----t- x a Il BT . DRAVln BY: M \ DATE:B/B8/01 I r �� oL-lav oa/z�/ol 2x B • �Ir I JDB NUMBER 7 1 51214 / � � C J � H1214HF2 SHEET NUMBER PARTIAL CEILING FRAMING PLAN - ELEV.2 t 3 e 9.01 5CALE;1/4'1'-0' _ - - --_ _ _ - ---- —-- =�'� © OOPIRIGHT 2001 Fult Homes �_ Town of North Andover Building Department �� st`•D :• 27 Charles Street North Aadover,Musachusetts 01845 (978) 688-9545 Fax(978)688-95.42 , �ss'►CN115��i APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTLQN ADDRESS LOT NUMBER SUBDIVISION DATE REQUEST FILED /d DATE READY FOR INSPECTION FIYE(5)DAYS NOTICE P12IOI2 TO [2r10 DATE IS BEOLTTRTi 7) ALL WORK AND SIGN--OFFS MUST BE COMPLETED WITHIN THIS TINIE FRAME. A RE-INSPECTIONFEE OF TWENTY FIVE($25.)DOLLARS WILL$E CHARGED.IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFYCTaT USE ONLY $o3LT CONSERVATION ? �. DATEA0 3/ Da — PLANNING DATE D.P.W. -WATER METER ATE D.P.W. MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED 4 TO THE INSPECTION VEST DATE. t Si ATURE/DPW A ORIZATION r Date. .. �!!, ... OF 140 TM 1�0 or °` TOWN OF NORTH ANDOVER ' PERMIT FOR GAS INSTALLATION :-t SSACHUSES 9 This certifies that if' �•!�. has permission for gas 'nstaliation�� .. in the buildings of . �L' ✓� 1 :� �� . . .�� . . . . at .`.�-:arc.. .f Orth Andover, Mass. y� Fee,,-2 Lic. No.,171-�. . . . . . . . . . . . . . . . . . . . . . . . .. . GAS INSPECTOR Check# X4577 MASSACHUSETTS UNIFORM APPUCATION FOR PERMIT TO DO GASFITTING (Print or Type) 1.; A200h MN ass. Date 0v _ C�l�e� 1�� lordZv "ding Location U o �bfYV��llP Owner's //..���.� , ,fia. LJ�Ic� L1�Y',•l� 1 Type of Octs�an�Y New p Renovation p/ Replacement p Pians SubmRted: Yes[] No(g/ a m W w rp o v a r s m •_ ¢ O v30 0 m r s a z o f a c. o o = r t e] to y v o d C < s A o v ry of o=+ < a a r = a a Wm x = Q e e m ry o J a U. Z. z. ¢ o r i ~ _ ~ C = O to T O J V C Q 6 tP 0 S1t8—BSMT. BASEMENT 1ST FLOOR 2ND FLOOR -4 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR TTH FLOOR ' 8TH FLOOR Installing Company Name YANKEE GAS Check one: Certificate Address 140 SOUTH MAIN STREET CR Corporation 103 C MIDDLETON, MA 01949 [2 Partnership Business Telephone G Frm/Co. Name of Ucensed Plumber or.Gas Fitter WILLIAM R HARRIS INSURANCE COVERAGE: 1 have a current liabllty insurance policy or fts substantia) equivalent which meets the requirements of MGL Ch 142 Yes 3 No p if you have_checkedrimes. please indicate the type coverage by checking the apprwiate box A liability Insurance policy 13 Other type of indemnity p Bond 0 OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws. and that my signature on this perrnd application waives this requirement Check one: Owner) Agent D Signature of Owner or Owner's Agent 1 hereby oertify that all of the details and information I have submitted for entered)in above appiiraficn at true and accurate to the best of my knowledge and that all plumbing work and installations performed under the perm ' for this n in compli face with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the ne al Laws By T of License: me Plumber Title er license Number 3 7 8 5 tiryA%R0VED t L an • 9