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Home My WebLink AboutBuilding Permit #080-15 - 9 WILLIAM STREET 7/23/2014 Of %40RTF/ A Q`�-(UFO 16. HO BUILDING PERMIT TOWN OF NORTH ANDOVER ° _ APPLICATION FOR PLAN EXAMINATION - a4q . , Permit NO: / (/ Date Received ..cm Arm Date Issued: `l. k&lf b �G �4SSACHUS IMPORTANT: AP licant must complete all items on this page -1 ll LOCATION w PROPERTY OWNER -rrg CYg-ft7Print V U f56 P, �1 Print MAP NO: (0 PARCEL:ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family WA*Tdition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer ►��e 5 vveeN i /d y) PAc a 1't� a c)yi k Roo r k Identification Please Type or Print Clearly) �y � �GI4 Phone: 0 7rY5,OWNER: Name: 7 Address: -1 ca VV x CONTRACTOR Name: �, 1 y?�' �,�h Phone: O6 t,1 Address: q"� //Ma rVA - Supervisor's Construction License: / QQ / � ' Exp. Date: Home Improvement License: ( G �' Exp. Date: 1'I 1 5`l ARCHITECT/ENGINEER APhone: Address: Reg. No. 3c)2 9' FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED CrOST BASED ON$125.00 PER S.F. Total Project Cost: $ '1� ��C 0� - FEE: $ ( � Check No.: Receipt No.: 7*br NOTE: Persons contracting wit registered contractors do not have access to the utarr-anty fund 1 Signature of A ent/Owner Signature of contractor ,�' � 9 9 N BUILDING PERMIT of ORTy q (t LED /6 o TOWN OF NORTH ANDOVER o - APPLICATION FOR PLAN EXAMINATION k — � 4 Permit No#: Date Received OogApED Ppyq`� �SSgcHus�� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION Print I , PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential j ❑ New Building ❑ One family j ❑Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: i Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: a Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: i ' Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ T_Y_P_E_OESE_V.VERAGE_DISP-O S AL Public SewerTanning/Massage/Body Art ❑ Swiimning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE4USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS "CONSERVATION Reviewed on r Q Si nature r COMMENTS HEALTH Reviewed on Signature COMMENTS r n r Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: ° Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENT Qimens.ion Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) --7) h Z>� 2 2 ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application ❑ Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products I NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks L3 Building Permit Application o Certified Surveyed Plot Plan ❑ Workers Comp Affidavit Li Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Li Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location No. �4 Date 1.;2 /y . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ D Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# r (Building Inspector i i Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 8557000.00 m $ - $ 1,020.00 Plumbing Fee $ 127.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 127.50 Total fees collected $ 1,375.00 9 William Street 080-15 on 7/23/2014 Addition i 9 WILLIAM STREET 9 WILLISTREET NORTH.ANDOVER, NLk 01845 r AM BIS. 10339; PG. 104 NORTH.ANDOVER Ii�AA 01845. AREA=7;500 sl PREPARED FOR D.O.S. 8-14=06 see plan#1247 RACY A & MATTW C WATSON - ...MAP 10 :'MAP 10 SOT`16 LOT 25: . N� Nfl HARD S,BARBARA L ROCCA: IOSEPH.A. BUTURLIA,TRUSTEE 16 DEWEY STREET . 10.IW EY STREET N 74°.14'0" E Gam' 75.00' MAP 10 o LOT 30 7,500. s.f: 16' 12' " BECK SCREEN O o O o O P O - O p .. �s EXIST, SIN. FAM !. � "' 10 : MAP E, LOT 31 15.5. 41j2-STORY DWELT. LOT:48 NIF MCGOVERN,LYNN ' � � � � �; / TAS ANDPIEW 19 j i, , i. 15.V�LLIAM STREET , %"; PATRICK COLE a,. J - , 1 VtrILLIAIv][ BEET 1 `.. 6�`, j.. N <S 74014'0" W : 75.40' TILLII1 TT (40' PUBLIC WIDTH) SCBEDULE/TABLE OF DIMENSIONAL REQUIREMENTS ZONING.DISTRICT R-4 T an ins or imfo ateu ement R-4, REQUIRED,. PROVIDED' RELIEF. as to Max.or Min.for roryuQemen2 imposed LOCUS Lot Area sq.ft:j 1 zsoo �—— 7, 00 r .. I"=3,200•. - — �- RO Lot Frontage or width` 100` 75 *Front 30 25 Side 15 15.5 t+ H IQT'i`m .� �. 16'4" �_ 14'-6" 32'-0" I •rt ttt tYY I �1 14'x9' o L6�`J� BEDROOM 8'X16' ...........LIVI.N.G.ROOM. DECK F-9 16'x16' - q ::: N 12'x10' q DEN PROPOSED ADDITION nom" EXISTING a HOUSE w EXISTING EXISTI KITCHEN bar sink DEN t= DINING ROOM 33'-6" _ r PROPOSED 20' X 36' ADDITION 9 WILLIAMS STREET NORTH ANDOVER, MA scale:1"=8' 4/8/2014 F 1\V Lo%J L.L! LJ 1 l"%I1 8%V 1 Up L.0VVI\ V{JV Vr% I I%JI\P1V r 1\VL %J 1 10 ] c � r -n Ti HII —7f 0 ' B ] � r c � r I � — r I � ] c EXISTING HOUSE �_ 0' _I ` 2 PROPOSED EAST ELEVATION PLAN 9 WILLIAM STREET NORTH ANDOVER, MA I AAAI�LI 11V.N,., .VA0%041 \IA1A,. 1 ALJ \IV 1 A 1 36'-0„ 16'-0" 10'-0" 10'-0" 10 d T-0" 4'-0" 6-91 4'-0" 5'-0" 5'-0" 5'-0" 5'-0" FWM WDH 3040 WDH 3040 WDH 3040 o - n 0 io G ROOM RBEDROOM DEN.......... ....718"LVLs _ ao c b 4 m N W 0 5-0X6-8 ,o � k o o QN m v 7 b 3i REMOVE WALL 4 REPLACE WITH 2-91/.°LVLs W ................ -- 5•$"io 6l" ................ ..... DW ..... • .. O .......... ,.... .3-0x6-8 REMOVE REMOVE REM VE WALL REMOVE WINDOW DOOR REP CE WITH 2-9'/."LVLs WINDOW BAR SINK 4'-0° r --� PROPOSED 20' X 36' ADDITION 9 WILLIAMS STREET NORTH ANDOVER, MA SCALE-.l"=8' EXISTING PROPOSED JENNFER EACHO(603)642-9370 4/8/2014 r wvavw u ter• rw vvwr� �vvvr+ rv �r�� r wvvv r I i 10" THICK 3,000 PSI CONCRETE 4FROST WALL 20" E❑❑TING REINS❑RCE W/2 #4 REBAR TOP AND BOTTOM H❑RZ 3 2"x10" BEAMS °, ° 2"x10" FLOOR JOISTS AT 16" 0.C. 1,10', O r / A ■ o a 1 ° 1 � d ° = d. 0 c/IF-k I I I IE:--1 I I III _ ' . i ) c ] TYPICAL FOOTING r c c � 1 � ] a . ] EXISTING HOUSE c I ? c 3 6' FOUNDATION/FRAMING PLAN 9 WILLIAM STREET NORTH ANDOVER, MA U 1\VLL/VV`Lf W l AI\ AV 1 VIJL.Vf\ VL/VVP1 IIVI\/1V r 1\VVVV F-1 ) u u L---j [ c � r ) � r PROPOSED REAR ELEVATION 9 WILLIAM STREET NORTH ANDOVER, MA -8 � AAA/ \1 . "7V..,.. VAAA�7 .x/11,•,,. 10%V .,V 1 A TYPICAL EXTERIOR ROOF ASSEMBLY WALL CONSTRUCTION RUBBER MEMBRANE ROOF SIDING OVER 5/8"PLYWOOD OVER HOUSE WRAP R-30 INSULLATION OVER 1/2" CDX PLYWOOD SHEATHING r OVER 2X6 @ 16" OC STUD WALL ( W/ R-16 INSULLATION j OVER 1/2" GYP WALLBOARD ) ( � t 2X6 DECKING - - - - Ij 2X4 SLEEPERS = ROOF TRUSS©24"OC (SEE DETAIL) ) t )r 2"x10" FLOOR JOISTS AT 16" O.C. c SEE FOUNDATION/ 3 2"x10" BEAMS c FRAMING PLAN EXISTING HOUSE SECTION 9 WILLIAM STREET NORTH ANDOVER, MAS' 1 AV .IV 1 A 041, Ift I I r 1\V L/V VL.V LJ 1 Allo AV 1 V1./L.Vf% L.L/VVP911%011§ 1L r 1\VLJVV 1 I , ] ( FFTT=l j r ] ] - I EXISTING HOUSE ` PROPOSED WEST ELEVATION PLAN 9 WILLIAM STREET NORTH ANDOVER, MA -8/ Job Truss Tnrss Type Ory Ply �DG 1406Q4696 T01 HOWE 12 1 0001 Job ReferenceLo ion Universal Forest Products 7.430 s Ju125 2013 MTek Industries Inc.Thu Jul 0313;18:48 2014 Page 1 ID:ATSN06JkzZr5EniO4BUXuCz9jMt-aeJLl CjYoM00yrmg3yc?g5wgR5q0Zijf6mnEp1BnH85 6-6-5 12-9-3 19-0-0 25-2-13 31511 38-0-0 6-05 6-2-13 6-2-13 6-2-13 16-2-13 6-0-5 Scale=1:68.0 0.25 12 7x16 MT18HS= 5x12 MT18HS= 5x12= 4x8= 3x4= 3x8= 5x12 MT18HS= 1 3 4 5 Ti 6 7 131 131 R2 lap, 17 16 15 14 13 12 11 10 9 8 2x4 11 4x8= 3x6= 4x6= 5x10= 3x4= 2x4 11 3x4= 3x10 MT20H= 3x8- i i I 8-8-4 16-1-11 23-0.4 29-10-12 38-0-0 8.8-4 7-5-8 6-10-8 6-10-8 8-1.4 Plate Offsets KY):[x:0.1-12,_x_1-a],ja;a6-O,a3o,js:aso,a&o,[6:o-3-1z 0-1-Bj1s:a3-tz 0-1-5-111x:0-6-o_,0-_z-12],_1I 3:43-O,G:-12_[15:0-3-0 0-2-0j LOADING(psf) SPACING 2-40 CSI DEFL in Qoc) Well Ud PLATES GRIP TCLL60.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.27 10-12 >906 360 MT20 1971144 (Roof Snow_ Lumber Increase 1.15 BC 1.00 Vert(TL) -0.55 10-12 >454 240 MT20H 148/108 TCDL 25.0 Rep Stress Inu BCDL 10.0 YES WB 0.97 Horz(TL) 0.07 9 n/a nla MT18HS 1971144 BCLL 0.0 Code IRC2009lrP12007 (Matrix) Weight:137 Ib FT=4% LUMBER BRACING TOP CHORD 2x4 SPF 2100F 1.9E'Exmpl` TOP CHORD Structural wood sheathing directly applied or 34-0 oc pudins,except end verticals. T2:2x4 OF 2850E 2.3E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SPF No.2'Exmpt' WEBS 1 Row at midpt 2-16,3-13.4-13,6-9 B2:2x4 SPF 21 OOF 1.8E WEBS 2(4 SPF No.2 or 2x4 SPF Stud*Except' W7,WB,W12:2x4 SPF Na.2 REACTIONS Ob/size) 16=1058/45-8(min.0-1-11),13=4348/0-3-8(req.0-6-13),9=1758/45-8(min.0-2-12) Max Horz 16=5(LC 4) Max Uplift16=139(LC 4),13=216(LC 4),9=180(1_C 5) FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. TOP CHORD 2-3--562/107,3-4=925/5106.4-5--1804/255.5-6=-3895/611 BOT CHORD 1516=276/1502,14-15=-1412218,1314=1412/218,12-13=12441210,11-12=596/3428,10-11=59613428,310=681/3937 WEBS 1-16=537228,2-16--1689/375.2-15=11611311,315=2582116,313=-0094/805,4-13=4531/861,4-tr-489/3318,5-12-2034/446,5-10=3/482,6-9=4189(/85, 7-9=518212 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.II;Exp C;enclosed;MWFRS Qow-rise)and GG Exterior(2)zone;cantilever left and right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-05;Pf=60.0 last(flat mot snow);Category Il;Exp C;Partially Exp.;Ct=1.1 3)This truss has been checked for uniform snow load only,except as noted. 4)Provide adequate drainage to prevent water ponding. 5)Ali plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)WARNING:Required bearing size at joinl(s)13 greaterlhan input bearing sae. 8)STC26 USPconnectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16 and 9.This connection is for uplift only and does not consider lateral forces. 9)STC24 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13.This connection is for uplift only and does not consider lateral forces. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 11)"Semi-rigid pilchbreaks including heels"Member end fully model was used in the analysis and design of this truss. LOAD CASE(S)Standard OF M4S�o yG HN rn P C L No.43029 AopO��FG/STER�� <J building component to be installed and loaded verrimlly.Applicability of design parameters and proper incorporation f component is responsibility of the Building Designer.Building Designer shall verify all design Thligr'61Nig9RP8A1i3561t�'dr/� 4f0�597491YU�1Ry91it[ R;4th{?4Ylrf&'STI59t1 pll'EIrLe HYyv��cctlS'WodRfla4f�'1=811@€r �bflNS$f�1:4.$'l�tfl�rt�i�7JQQOL k''f1FS dc$�Rd$ssFBpp��1f��I�j,,�� sv�i�xn s�8ra nrac�n id'�uaf'gn information as it may relate to a specificbut ding.Certification is valid only when truss is fa�ncared by a UIP company.Bracing shown is lateral support of-inss memY,Cs dnTy an nor 7epYace ereretion ani permanent bracing.Refer to Building Compou-Safety Information(BCSI)for general guidance regarding storage,delivery,erection and bracing available from SBCA and Truss Plate Institute. r 16-0" 5-0" 14'-0" 6'-0" 4'-0" 8-0" 4'-0" 2'-6" I. V-15" 7-9" ------ ------ ------ ------ ---- - ------ ------ ------ WDH 3040 WDH 3040 4 WDH3040 �j�j�M1VDH3040 LIVING ROOM BOOM "x N R 3 117/8"LVLs it io R ip v tv a DEN K REMOVE WALL REPLACE WITH 2-9 Y.'LVL\o. .................. .___ 5-10 M m JJ T............ .o.. REMOVE REM OVE REMOVE WINDOW DOOR WINDOW BAR SINK 3'-6" Cxxxxxx + PROPOSED ADDITION 9 WILLIAMS STREET NORTH ANDOVER, MA SCALE:1"=8' EXISTING PROPOSED JWOM EAW(603)642-9370 7/13/2014 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT V O D C O 0 a � v �J W 1 Z � a w ---- -— _ -- - m U) A Lu - m C a .a , z m � > ,Lu V O � v 0 o c -� EXISTING HOUSE 19 i i f PROPOSED WEST ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA I-'-- 3 __ ____ .ionaOlId IVNoiivona3 )iS aoinV NV/AS a3onaOHd PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT T ti O � v p c n v IJ Q � Z __�._� D O Z P a all o p o Lu m U) A w m, p p E a a � i z m r p � V11 O � v p c EXISTING HOUSE PROPOSED EAST ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA 1onG011d IVNOI1VDf m Nsmoim NV As 03onGOkId PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT o c IJ - W O Hil o' wrn � ca O - - - ---� -- - o Q i � Z j Z Q 1 m i r w V O � v o c IL PROPOSED FRONT ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA ionGOI1d 1HNoiivona3 ms3aoin V NV A8 a3waOtld PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT v - - - --- O � v O a - - - v — — 0 1 F711 -1 z � a ;a � o Lu m Lu m � n � a z ° z ;a m � o � v o c a PROPOSED REAR ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA i ionaO2Id lVNouvonG3 msaaoim WAS 03ona011d_ PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT i TYPICAL EXTERIOR ROOF ASSEMBLY E' WALL CONSTRUCTION RUBBER MEMBRANE ROOF GSIDING OVER 5/8"PLYWOOD C p OVER HOUSE WRAP R-30 INSULLATION w OVER 1/2" CDX PLYWOOD SHEATHING J OVER 2X6 0 16" OC STUD WALL Q W/ R-16 INSULLATION p OVER 1/2" GYP WALLBOARD V i W N 2X6 DECKING _ - -- cn - W 2X4 SLEEPERS G E- ROOF TRUSS®24"OC ! C7 Q (SEE DETAIL) Z Q f >- D 00 w° "x10" FLOOR JOISTS AT 16" O.C. o SEE FOUNDATION/ 3 2"x10" BEAMS p FRAMING PLAN CL EXISTING HOUSE SECTION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA ionaONd IVNOlivona3 NS30oim NV AB a3ona02ld _ 3B-6" r 16-o- s-T 1a,-(r 101-111 ------ ------ ------ ------ WDH 3040 WDH 3040A WDH 3040 H 3040 a � 13'w r_ LIVING ROOM B R OM x 4 U� 3-117/8"LVLs.........Q... ® a 4 v B tv w a � ti 0 4 DEN a x REMOVE WALL G REPLACE WITH 2-9W LVL-`\* . ------ xxxx REMOVE REMOVE REMOVE VUNDOW WINDOW DOOR BAR SINK 3 I ice, �i U I l F 7 PROPOSED ADDITION 9 WILLIAMS STREET NORTH ANDOVER, MA SCALE:1"=8' EXISTING PROPOSED .JE NNFER EAW(603)642-9370 7/13/2014 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT t ! .o o c o n cc m CL v �a � z o P n vc vCIE � 0 0 Lu m f n r I � z ;a � i n m r V O � O C EXISTING HOUSE PROPOSED WEST ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA - ._ionaOad 1.VNouvona3.)iS3aoinV Nd A8 a3onaObd - . PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT V O O — C a _ o i Z o ' v w m Lu m .a ul il ALJ a I z o v o c EXISTING HOUSE 19' -4 PROPOSED EAST ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA l iomO?!d IVNouvonm mmoim Ned AS MonaO21d PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT i D — C O a - v ol c w m Y - y N � W m 0 __-_.-7rF z I p. .a UE], z m � � W 0 O D 0v o c CL PROPOSED FRONT ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA -_ -- - ---- - - _ - _ _ _ - _ ionOOad lVNOuvonQ3.ms3aoin d Ned As Q3onaOHd PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT � v Tt o � a - — v aa � lj� v c v � 0 0 w v m Y co) W X m aLJi � a m r w V O � v o c oOc a PROPOSED REAR ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA f iona011d lVNOuvona3-)IS3aoinV NV As a3onGO ld. PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT TYPICAL EXTERIOR ROOF ASSEMBLY WALL CONSTRUCTION RUBBER MEMBRANE ROOF M SIDING OVER 5/8"PLYWOOD G OVER HOUSE WRAP R-30 INSULLATION C aOVER 1/2" CDX PLYWOOD SHEATHING J OVER 2X6 ® 16" OC STUD WALL Q W/ R-16 INSULLATION p OVER 1/2" GYP WALLBOARD Q I D V � � I W 2X6 DECKING — - ---- w 2X4 SLEEPERS - — - ROOF TRUSS@24"OC -- a (SEE DETAIL) I Q m ww "x10" FLOOR JOISTS AT 16" O.C. o SEE FOUNDATION/ 3 2"x10" BEAMS p FRAMING PLAN a. EXISTING HOUSE I'• 19' -� SECTION � 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA -8/ 1Df1aONd IVNoiivona3 NS3aOlnV NV A9 a3onwlld 35-6 _I 5' 90 4'-0" e'-0" 4'-0" 2-9" W-e _� 2-9" ------ ------ ------ ------ ----- ------ ------ 4 WDH 3040 WDH 3040 WDH 3040 it_J WDH 3040 -v R �3'LIoM VING ROOMBEOR x n 4 m 3-117/a"LVLs.........�... ® v - R ip v tv DEN K REMOVE WALL REPLACE WITH 2-9'/."LVL\t. .................. `-�- 5'-10"r�i I ......�............ .e.. REMOVE REM REMOVE WINDOW WINDOW DOOR BAR SINK 3! II PROPOSED ADDITION 9 WILLIAMS STREET NORTH ANDOVER, MA SCALE:1"=8' EXISTING PROPOSED .lB fER EAM(603)642.9370 7/13/2014 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT i 'O v O O C m a o �Q v o � a a c. � o Lu m Y N co w a m -- a 0 i a m p ui ' IL) O M v o c 19' EXISTING HOUSE PROPOSED WEST ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA �' "j _ _ ionaObd WNouvonaamS3QomV NV As-a3onaO d PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT -v O o c O n a v O ; z P Lu m co) W m a i m � o -o W 11 VO . . . . . . . . . . . . 4tlv 0 o c EXISTING HOUSE I_ 19' -� PROPOSED EAST ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA ionaONd IVNOiiv3n03.NS3ooin d.NV Ae a3onGO 1d. PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT I V - - - - - - O p — c O n v — � O w v m _t v ;a a a � n m r v O p G p c a PROPOSED FRONT ELEVATION , 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA i iona021d IVNOI1VD(1a3 SIS aoind NV A8 a3onaONd.___ PRODUCED BY AN-AUTODESK EDUCATIONAL PRODUCT t - - o o — c F7"I � z — m Q D V C � _ O w m Y co) W X 0 z rLj a m r v a � v o c CL PROPOSED REAR ELEVATION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA - iLonaOHd IHNOI1dDfla3 mmoinV NV As a3onaOHd_._ PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT TYPICAL EXTERIOR ROOF ASSEMBLY v WALL CONSTRUCTION RUBBER MEMBRANE ROOF SIDING OVER 5/8"PLYWOOD v OVER HOUSE WRAP R-30 INSULLATION n ix OVER 1/2" CDX PLYWOOD SHEATHING m CL OVER 2X6 ® 16" OC STUD WALL Z W/ R-16 INSULLATION -< p OVER 1/2" GYP WALLBOARD _.._E Z a I a E O � - v Lu N 2X6 DECKING - - --- - _ N Lu 2X4 SLEEPERS — m D ROOF TRUSS®24"OC n Q (SEE DETAIL) I Z �a } m w "x10" FLOOR JOISTS AT 16" ❑,C, SEE FOUNDATION/ p FRAMING PLAN - 3 2"x10" BEAMS ,, EXISTING HOUSE C- 19' SECTION 7/18/2014 9 WILLIAM STREET NORTH ANDOVER, MA . _ . _ - _.ionC1ONd_lVNOuvon03 mS3001nV NV A13 03onGOI1d _ _ r 1 tA0RTly - A- . V I� 11L Z h ver, Mass,' COC HICHR WtC.t 7,9 RA re o )k S U BOARD OF HEALTH Food/Kitchen `. ERMIT Septic System THIS CERTIFIES THAT .......4�.� BUILDING INSPECTOR ` Foundation has permission to erect .......................... buildings on ..G;l✓! ��Grs... ............................... u dation �� Rough to be occupied as E...,�/,✓, c .............. ..:.... X ......... ............�. �.�:�...... .......� ��C�... Chimney ........................... ..... provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough ...,......., Service ................ .... i ,�„`;4.,,............. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Reguired t60ccupy Buildi 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. Smoke Det. v I Y-= ..Office of l2ousumerAffairs&business Regulation TOME IMPROVEMENT CONTRACTOR f Pegistration: 1 0199 Type: ,Expiration: 11/1/2015 Individual DAVID GUI EZIAN DAVID GU(_EZIAN t 428 PLEASANT ST NORTH ANDOVER,MA 01.845 Undersecretary . SLUM/OL r f, Sb8I0 YW HaAOMtb-K 1.ItivSda'Id 8Zfi K IZa'1n0 d GIA dQ LZSL00•S3 :asuaal , t a uatlnS u,a snjisunji `a ..,I5 ptr 1W0l {n but pl!n I*a f•� ' ' sem. ., �1l nd.i()IU-_w1jedaO- s -.)nrt�P ' . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): D.G.Contracting Inc. Address: 428 Pleasant st City/State/Zip:n Andover ma o1845 Phone#:9788157745 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 3 4. ❑ I am a general contractor and 1 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑■ Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.E]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' l3.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:chatis `, Policy#or Self-ins. Lic. #: 'yo G 6 a 7 1 7 Expiration Date: 3 Job Site Address: 9 Williams st City/State/Zip:n andover ma 01845 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains an p hies of perjury that the information provided above is true and correct. Si ature: Date:7/9/14 Phone#: 9788157745 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i D.G. Contracting Inc. Additions,Kitchens,Baths,Decks,Home repairs,Excavation work Commercial fit ups*finished basements* Dumpsters* Man lift work*Tree pruning David ciuLeziRvt Presidew-' 428 Pleasant st. N Andover Ma.O1845 Office 978 689 4797 - Fax 978 686 6337 - Call Cell 978 ats»as Ma. License # 001821 * Insured * Home improvement # 120199 Dgbuilding@aol. co Tracy and Matt Watson May 31, 2014 Addition for nov occupancy Second quote based on plans in email dated 7/l/14 with flat roof and no second floor. The price does not inc. Engineering, changes required by the town or cabinets/ counters. Does not include labor and materials for the following, removal of any hazardous materials, removing ledge, fixtures, ceramic tile, flooring/ flooring labor, priming or painting, plumbing, electrical, appliances, landscaping, deck or heat. I have priced the addition for vinyl siding on the outside with metal wrap trim, Vinyl double hung windows and patio door. Interior trim will be primed 2 1/2 colonial casing, 3 '/2 baseboards and molded doors with basic hardware, includes labor for basic cabinet install. The old wall at moms side door is to remain. First floor addition with pressure treated railing. (P. T. ) $59, 000. 00 Add P. T. stairs and add P. T. decking over the Watson portion of the addition $4, 500. 00 FRANK & GILES; P..L:SDATE: JANUARY 16,'2014 REVISIONS: FRANKS. GILES � k. F JULY21.; 2014 CONSUL rIN k:. .-. 7 TREET i 4 SCALE: P—20' 3 FERN S q: LANNTRENCE, MA 01841 i 0 20 40 �►'�suty _- - Tel 978v.,975-2059 FraiLkCile co�ncast.Llet 12E16, 2 ERE CE SLOT LAN Off' LAND MAF 10; LOT 30 LOCATION TRACY M. &MATTHEW C. WAT80N 9 WILLIAM STREET �.,WJLLIAMI STREET NORTH AMJOVER, MA. 01845 I3I ; 1.031 , PG. 104 NORTH ANDOVER. MA 0 11 .8.45 . AREA=7,500 S. PREPARED FOR: T,.O S. 8=14-06 see plait#,1247 T AC M. & M:A,.T'�'�IE W C 1 TS 1 KA LOT- .26 - L01,25 MAIM S,I-3ARBARA L ROCCA JOSEPH A. BUTURLTA 'I RUSTEE 6 D.E VEY STR.LET 10 DEW.h 'STREET N 14°14'0" E _ 7S:OOt - MAI)10 x M L0130... FR - �0►P SED I']. ILlN ADD 'I 7 f. 500 � s �. AREA-654 S.F. .L -Lf---[l LLL o -LL L 11.,.E L f L__L L L.L.t_L-I-l = - i- tE L L-L_I__t ppnn -L-L L-L L L.I -LLL L_L ._LL DECK 17.I it.rI_i-L.LR -31.72 5 5. 7 1 . -- o �L LLI_L LI�.Lo ' O Q MA,IA 10 EXIST. SIN. FAIvI. MAP l LUT: 1. --15..5' � '�:¢";:2 STORY DWELL. r� LOT 4_8 N/ - MccOvEItN LYNN I I PvtAJIKANDR W 15 WILLIAM.STREET 19' IFf1 TI�.IC",1t��11I.:E �% ; i - '/_:.•, ;�I t VG1l,L1..ANI S L 1�I.E,L I -- - — --- <S 7401410" VV 75.00' -- - WILIAM Fti (40' PUBLIC WIDTH.) S.CHEDIJI EPI'ABLE OF DIMENSIONAL.RE QUIREMEN 1 S ZONING DISTRICT R-4 it6ml listed below elre idenhhed Au 4u-QUI�iEn .PRc)vn�ED RELIEF as to Mnx or Min.for requirement imposed -- —-- 11j17]v�RL T LOCUS Lot Area(Mitt. in sq:it.) i2,500.- 1 500 --=-----_----- ------- .-- -- -- -- ---- RO- Lot Fronla of.width 100' 75': Front 3Q ' 25'EXIST -- --- Side --- —15, - 15:5 0 _ W . Rear : 30,. : 31' 0 q wa Height 35 27' 0 THL UFFSI _TS SHOWN ARE FOR THE USE OF THE BUILDING INSPECTOR ONLY AND SUCH OSE IS FOR'I'H.I3 DETERMINATION OF ZONING MARB.LEHEAD > STREET CONFORMITY OR NON-CONhORIvIITY WHEN CONSTRUCTED. E DINO A5 ) IEREONI�II'NER WAS TH LOCATION OF THE T3ULt� � SHOWN HEREON IN COMPLIANCE WITH THE LOCAL T(1NINO.BY LAW INEFFECT T WIII�N CONSTRUCTED(WITH RESPECT TO SETBACK RL;QUIREMENTS ONLY) P OR IS EXE MI''T FROM VIOLATION ENFORCEMENT I'Ac�TION UNDER MASS G.L.TITLE VI1 BUILOING.CHAP'TER 4QA SECTION 7. J:\LEXAR/,AjATSON TR ACY/PLO'T PLAN.DR(i k ANK S: GILES, P..L.S DATE: JANUARY lG, 2014 ZN :. REVISIONS' FRANK S..GILES ,� _ F JUL'�'21., 2014 LAN CONSULTING TING - la, t H 73 FERN STREET .� a 713 SCALE. 1't=20': LAWRENCE I' h 0 1.841 Y , . Su"v� ° 20 40' TO 9787975-2059 -- _ l 7ANU 16 2014 Frai�kGiles@coiicast.r.Iet ItEFERP-NCE. PLOT P'L,.A.NOI{ LAND ; MAF lO; LOT 30 b . LOCATIONTRAcY M. MATTHEW C. WATSON 9 WILLIAMSTREET 9 WILLIAM STREET NORTH ANDOVER; 1VMA, 01845 i*. 10M, P6. 104 O TH ANDOVER IVIA.: 01.84 AREA7,5010 s.f PREPARED FOR: D.O.S.=8=14-06 see p1m 11.1247 7C'R.l-�C:�':KA M ►TTMW C '4? ATSON M-A-1' .lU MAI' 1O WT 2(i L,---OT 5 N/P. NX : _NJ/�itl� S,BARBARA L ROCCA JOSEPH A. T31J"I'U1UIIe 'IRUS':IE.0 1.6,T,}EEI" Io Dr_T.R.I;IaT MTEY STREET N 74°14'0" E 75.00' "10 LOT.30 . 7,500 sf '-'PROPOSED ADDITION / AREA=654 S.F. o .L L L LLL _ Lf LLL LL o RiLLL C{ l I_l_.LL.LLLLI„L AL-LiLLL'LLLI _LLL jL�_,L _l_L . LV, L LI-Iib l 1.72 DIs=,c O _LL UILLLL.LL4'_ O o' ✓ : . '4b.2`. � q CT l ihlr (_cl LA . EXIST, SIN. FA1, Iv>AF: 1i I --- WL.LhTI1. 15. 2 STORY ]'48 NI _ __.. czf lr[i MC€iOVEIM4, LYNN I I I IVtAkZK ANDREW 15 NVILl�ll�.,!I STREET ' %` X3.5'' —_19' PATRICK COLE 1 WILLIAM STREET T <S 74014'011 W 75.00' ------ WILLIAMI T .EET 00PUBLIC WIDTH.j S.CHEDULE frABLE OF DIMENSIONAL R)~QUIREMENI S ZONING DISTRICT R-4 1;tem.9��stedbelow re identified --- -- --= -- — - - --- LOCUS / �/^�7��.t as to Mak.or Mifor requirement R.-4 REQUIRED PROVII)I D RELIEF imposed. ►V LVID V 1J -- — -- -- --- -- — -- ---- —---- �-v 1�t Area(Mm m sq. 12500 7,500 I"=3,200' : - ----- - ROAJ) Lot Fxontage or width. 100' 75' *Front - . . 30 -- -- 25'LXLS T - - - - — Side 15' .. l 5 5 U � w SITE,: � � -------- - — ------ ---..___ --- - - — -- -- w 30; r o Rear .. ph� 35' 27' 0 T1 OITS}_,TS S.I IOWN ARE FOR T14F USE OF 1'HE BU.U:DINC INSI'ECTOIZ ONLY ,AND:SUCH USE IS FOR THE DETERMINATION OF TONING MARBLE . :STREET CONFORMITY OR NON-CONFORMITY WHEN CONSTRUCTED. HE CATION OF THE BUILDING AS SHOWN ITEREON El I HER RTAS LN T LOCATION C'OMI'I,I1�NC.F,WITH 1'F II LOCAL,TONING BY LAW IN I;FFECT WHEN CONSTRUCTED(VJI'TH RESI?ECT T`O Sh l I3A(K REQUIREMENTS ON e' ORI 133M Y'I'FRAM VIOLt1TION ENFORC'EMI NT ACTION LINDEK MISS C.L.TITLE VII BUILDING CHA-FTER 40A SECTION 7. 1:1LEXAR/lATATSON TRACY/PLOT PLAN.D:12U FRANK S: G1LES; P.L:S DATE: JANUARY 16, 2014 F . �H REVISIONS: GIS 7. JULY 2�.; 2014 LAN. �``ON,�'II.�''ING 713 SCALE 1"-20' , FERN ST -ET - . LI�WUNC)✓, MA 01 84.1 FFs �0 0 . 40': , .20'. Tel. 978 975-2059 - — FrankGiles@coaiicast JANU 16 201.4; - - ---= .jwt P.EhERENCE PLOT PLAN OF LAND MAF 10; LOT 30 LOCATION . WATSON TRACY M MATTHEW C 9 WILLIAM_STREET WILLIAM STREETNORTH ANDOVFtz, MA. 01845 BIS; 1.0339, PG. 104 NORTH :ANDOVER M-A Q 1.84 AREA=7,50.0 s.f PREPARED FOR 1).0.S.18 14-06 see plait #1247 T CY1 & MATTHEW C WAT'SONNw, to - LWT 26 - - LOT 25 N/F lea1 Ia1.11RK S,BARBARA L.I OCCA JOSEPH A. BL)TU11.I IIk;T 1� JSTEf 166 DE�'JI Y STREET I Fl1i'.E'A' ST'REI~,'I' - 1.0 N 74°14'0„ E 75.00' 1VIAP 0 ' AV M LOT 30 Iu7,500 s::E, -PROPOSED ADDI'l OTAT AREA 654 S.F. ° Lf ME i- C> ILLI( J: L IC-L- L,_1_L_L L_LL_I_L _�L LLLI- L I 1 L L L_L_ _'LL. _I I I LII I. ttt l 6 1.72' FDEC1X1,q_1_A_1ILI`L`LL L I-I_, Itf. 35 �-. ---- b- L,L L--I J, I I 11L?I'�171-F L Li L l.I_1�_L l LI L 0 0 Q Q EXIST. SISI. FA.M.;i' NIAP 15 1~?T131 1-5—s' �'b 4",,2 STORY DWELL. U. - - I_(?T 48 N/H !• l 11i f MCGOVERN,LYNN i ; ` �, I J MARK AkwiEW 15 WILLIAM STREET ET r , ''; ' 33: ' ' 19' 1'A TRIC >COLE I ------► I WILLIAM S'1'Iz_ j1 u i.- kn - S I \ I- I <S 74014'0" W 75.00' ------ 4®� IM r.� WILLIAM ( I UB.LIC WIDTH .� SCHEDUL F/'TABLE OFD DIMENSIONAL REQUIREMENTS ZONING,DISTRICT R4 �i items listed below ae identiiiea - - R-4 REQUIRED PR.O VII)ED RELIEF -- ast n Max or Mm,for requitement LOCUS17 — impnsed – -- -- — --- --- --- =-- . — ,�_ Lot Area #� v sq.ft.) 7,500 �VJ12,500 1 73,200 — --- --- - ------ -- --- — —.�- -- - '� ---__; jlO jj Frontage or width 100' 75' Lot Fro *Front 30 25'EXIST Side -—15' - — 15:5 0 W SITE: -- - - - - - --- -- -- - ---- --- Rear` 30' 31, 0 Height — -- 35'. 27' 0 O�FSI�T S SHOWN AKI:I OR TIIF LtSE OF THL'BUILDING INSPECTOR THL T ONLY ANL)SUCH USE IS FOR 1' }s DI TERMINQ CION OF TUNING MA.RB.L.ETIEA�D : :SMEET CONFORMITY OR NON-CONFORMITY WIZEN CONSTRUCTED. THE LOCATION OF, THE BUILDING.AS SHOWN HERrONEII'IIER WAS IN C:OMPLLANCE WITH THE LOCAL ZONING BY LAW IN EFFECT WHEN CONSTRUCTED(WITH R]1SPEC:I T'O SETBACK REQUIREMENTS ONLY)' OR TS,F,XEMP'T FROM V.IOLATIO:N ENFORCEMENT'ACTION IJNDFJZ MASS G.L.TITLE VII BUILDING CHAPTER 40A SECTION 7. . J:ILEXAR/WATSON TRACY/PLOT PLAN.DRG