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HomeMy WebLinkAboutBuilding Permit #270-15 - 62 STONECLEAVE ROAD 9/16/2014 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0: Date Received Date Issued: qlmi IMPORTANT: Applicant must complete all items on this page t, s Pnn PROPERTYOWNER_._: f q Priv lop Structure yes; no MAP{NO: ._ , PARCEL: .s ZONING DISTRICT IHistone District y no Shop_Village ye ns 3 TYPE OF IMPROVEMENT, PROPOSED USE Residential Non- Residential ❑ New Building T?One family [addition ❑Two or more family ❑ Industrial Iteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic ❑1NellFloodplain ❑Wetlands Vllatershed Distract _ m -MjN ater/Sewer__ - DESCRIPTION OF WORK TOBEPERFORMED: v Identification Please Type or Print Clearly) l OWNER: Name: t7a�.�,<<s 3o-rr Phone: 4� �Z - 00 6 Address: 2 S �+�►� L�+°"� V CONTRACTOR Name !�. .. _ -.. 3 - _ Phone.477 3 Address: Ir'^ ��s '; ` `� - - r Superviso_r's Con!§tr"uctiori�LicensDate: _� �� .E - - , a2 Home Improvernent License . _ v"'57t, _+ . _ Exp Date _ : Vt°U, U ARCHITECT/ENGINEER r{rc_, 6!4dv-� Phone: any -1SZ-$3t( Address: �,� � S� �- �-- 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: $ �`I,�VU FEE: $ �Vb$ /� Check No.: �a( 46Z 6 Receipt No.: ani NOTE: Persons contracting with unregistered contractors do not have ac ss to the guaranty fund Signature=of Agent/Owne �& „� `�a�e� Signature of contact Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ amped PI ns Plans Submitte PlansWaived ❑:: ;.-Certified.Plot Plan ❑ Stamped Plans ❑ TYPE OF'EWERAGEDISROSAL Public Sewer ❑ Tanning/Massage/Body Art ❑. . . Swimming Pools Well ❑ Tobacco Sales •Food Packaging/Sales 11 Private :se tic tank etc.. p Permanent D"unpster on-Site ❑ 1HE.FO.LLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN.OFF - U FORM DATE REJECTED DATE:APPROVED PLANNING & DEVELOPMENT`- ❑ ❑ COMMENTS i :CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature . COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: :Comments Water& Sewer Connection7SDriveway Permit DPW To` o Engineer: Signature: ti Located 384Qzg0o treet FIRE DEP,4RTNIr NT TerI Dumpster on site yes no Located a#�.124,Mar, Street _._1� r4 �{' - ' - _• F =_,;,.- Fire Departme►it signatureldate '-77- 17 ' COMMENTS - Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions._ Total land-area; sq. ft.; ELECTRICAL: Movement of Meter Iocatron, m ast-or service drop requires approval of Electrical Inspector Yes No DANGER.Z®NE LITERATURE: Yes No MGL.Chapter166.Section 21A.-7F and G min.$100=$1000 fine NOTES and DATA— (For department use i M ® Notified for pickup - Date i Doc.Building Permit Revised 2010 f Building Department -' The fold, wing'is�"a_list of,the required forms to be filled ouffor.:the appropriate.permit to be obtained. Roofi6a,g Siding, Interior Rehabilitation Permits ❑ Building Per Application ❑ Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S:L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) __Engineering Affidavits for Engineered_produets NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ 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 apn�al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm:tted with the building application Doc: Doc.Building Permit Revised 2012 Location ( �--�, "NQ-- PC^J e— No.0 Date CO o - TOWN OF NORTH ANDOVER" . a Certificate of Occupancy $ Building/Frame Permit Fee $ 60 Foundation Peimit Fee $ ; � Other Permit Fee $ TOTAL $ �, i Check# /- 8023 �j Building Inspector G Ogden Engineering 378-352-1858 p.1 LAWRENCE H. OGDEN,F.E. 198 EAST MAIN STREET GEORGETOWN, Ni1A,01833 978-352-8318 fax 978---352-2858 cell: 978-502-5921 October'21,2014 Mr. Kevin Murphy 16913oxford Street Nortb Andover, Ma.0184 RE: Barry Residence 62 Stonecleave Drive,P*forth.Andover,Ma. IDear.MrAl uipkv As you requested I conducted ta. site visit 10/21/14 to rcvie,�v the installation of die l aagineered mati-'rials consisting of T.VLs,beajns utilized it the framing of the above pnJecI.. The Lvls are shown on plans prepared Steven Foster dated 8!8/14-,pith the framir_g certified bti me 911/1=1. Based on the above site visit and based on wluit I could visibly see_ T can certilti' that:to the hest of w hnowledge the LVLs members and details utilized in the framing as shovm.ora:lie drawings arca instailed properly and meet the laadin,g condltiDns iff the 8th Edition of the Massachusetts Spate Building Code for 1&2 Fwnily Residen6es, provided the following work is perforrned. As we discussed SiattSon Caps should be adder.to the: 18"Lvls to post as shown on the drawings and these beams should be blocked in the wall. frarning at the past. All outer framing.requirements of the drawings and cc►de,ineluding but not limited to materials, nailing;schedules,blocking, connections. manufacturers installation requirements and other details -are the responsibility of the licensed constnaction supervisor responsible for the project. Shti�uld y,-,u have any questicns please do not hesitate to call, Yours truly, �l!awrence 14. Ofdcn P.E. Structural 27765 27765 v tlJAL k� I i i Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost 84,0100.0!0 I m $ - $ 1,008.00 14 Plumbing Fee $ 126.00 Gas Fee 100 comm. $ 1,00.00 Electrical Fee $ 126.00 Total fees collected $ 1,360.00 I 62 Stonedeave Road 270-15 on 9/16/2014 Remodel Two Bathrooms NORTOI own of 2 _ � E : Andover o � - .4.1 No. ver Mass o � COCHIGHIWICK A�RATEO s U BOARD OF HEALTH Food/Kitchen PER IT LD Septic System 0THIS CERTIFIES THAT �:�t. �a'tJON BUILDING INSPECTOR ....................... ................ .. ............... .................. ...... lik has permission to erect .. buildings on ►vL Foundation ........................ ......... ..................., ................................. ...... ...,.. Rough - 11061 to be occupied as ... ,a`�!! .�*..............�...... .�.. ... ... . .......9AGS0 Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application L 4W 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. amir PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR - UNLESS CONSTRUCTIO TARTS Rough Service ........... .. .. .... ... ..................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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. Massachusetts -Departments and Standards �f ding Board of BuilRegulations Construction Supervisor ;k CS-053099 I License: KE� 'i W 1VIURP#V ju ; 98 FOREST ST - i North Andover NfA 018'4 r Expiration 0612912015 Commissioner ��e�a��ra�ro�raauea•��-o�;'C�i�caaacluaeLld Office of consumer Affairs&Busihess Regulation OME IMPROVEMENT CONTRACTOR Type. egistration: 101874 xpiration: 612912016: Individual f -96 I KEVIN MURPHY Kevin Murphy 98 FOREST ST. N.ANDOVER,MA 01845 Undersecretary i 4-2 X 4 POST EXTEND TO FOUNDATION SECOND FLOOR FRAMING PLAN - DOUBLE BLOCK TOP & BOTTOM � OF POST IN WALL FRAMING I 3-2 X 6 POST. 1 1 O EXTEND TO WINDOW HEADER BELOW 12'-0ll EXTERIOR FACE OF r( WALL BELOW 3 - 1.75 "X 18" LVL BEAM O BATH II— Zt ���KX t.Ksa BAT N o BEDROOM (NEW) O "SIMPSON" HB 5.50/9.25 TOP FLANGE HANGER s - '• �0 TYPICAL EACH END OF BEAM N � N I 2X10@12" O.C. C L E Fa OR 2 X 12 @ 16"O.C. DOWN 3 - 2X4 UP RIDGE BEAM SUPPORT - I 2 - 2 X 8 HEADER BEDROOM o RIDGE BEAM (ABOVE) N 1 - 1.75 X 11.25 2 -2 X 4 POSTS DOUBLE JOISTS 13 - 1.75" X 9.25" LVL BEAM EXISTING MASTER I WALL BELOW CHIMNEY BEDROOM J L I L A L -91 -11L ALL a 3 - 2 X 6 POST. I EXTEND TO FOUNDATION BELOW - -� - - - - - - - - - - - - - - - 4 -2X4 POST EXTEND TO FOUNDATION (n DOUBLE BLOCK TOP & BOTTOM m OF POST IN WALL FRAMING 3 - 1.75 "X 18" LVL BEAM m n -1 0 z �tH OF&I "SIMPSON" LUS 210 _� ��ti 5EE Pri-rRtL 5 144-P—n A4rr4CN E P FRAMING CONNECTORz N� D-I C-ENERAL NoTF— S PLANS FOR TYPICAL zti A � ate. 0 .7 WA" f3RaCtN� p �rgt�l 27765 ek, BARRY RESIDENCE FSS10 AL ENG 62 STONECLEAVE DRIVE c�t2r,Ft"Tlo► NORTH ANDOVER, MA ro NBI.J PitQMWG SCALE:1/4"=1'-0" DATE:8/8/2014 PLANS FOR FF: BARRY RESIDENCE PAIR SIMPSON ACE CAPS 62 STONECLEAVE DRIVE TOP OF POST NORTH ANDOVER, MA RIDGE BEAM (TYPICAL) 1 - 1.75 X 11.25 SCALE:1/4"=1'-0" DATE:8/8/2014 EXISTING CHIMNEY "SIMPSON" LR U28 ' FRAMING CONNECTOR 2 X 8 @ 16"O.C. EACH RAFTER /' ROOF RAFTERS 2 -2 X 4 POST AT END WALL OUTLINE OF EXISTING DWELLIP "SIMPSON" H 2.5 A / \ HURRICANE CLIP REMOVE EXISTING GARAGE ROOF (SHOWN DASHED) CLOSET DOOR (BEYOND) BLOCKING UNDER WALL / 2' +/- ` TWO (2) "SIMPSON" A23 BASE ANGLES (TYPICAL) NEW 18" LVL BEAM 4 -2 X 4 POST PAIR "SIMPSON" ACE CAPS(TYPICAL) R WINDOW HEADER PAIR "SIMPSON" LVL: 2 - 1.75 X?•K I ACE CAPS (TYPICAL) EXISTING cAP: WINDOW ( 4 -2 X 4 POST. I 4-2 X 4 POST. oo P�ZH OF MqS POST: - 2X4 LD tJ4cc t r-dw-t ( t4 CA IL as o BLOCK POST IN �0. GIST f: ��� �� 3 +/- TOP OF fsS�O11, ENG FLOOR FRAMING FOUNDATIONIPROVIDE TWO (2) "SIMPSON" ceartFo c4roo� .� ELEVATION VIEW: L e a 1-o 2x 1 L c 16 ac o/t 3 - 1.75 X 9.25 LVL AT END WALL A23 ANGLES AT BASE (TYPICAL) 2 X 10 @ 12"O C. NEW LVL BEAM LOCATED ABOVE "SIMPSON" LUS 210 EXISTING WINDOW AT GABLED FRAMING CONNECTORS ENDWALL OF GARAGE. EACH END EXISTING GARAGE STRUCTURE (VIEWED FROM EXTERIOR) TYPICAL CROSS SECTION B - B STRUCTURAL GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS.BASED ON SECTION 602.10 OF THE 81"EDITION OF THE MASSACHUSETTS STATE'BUILDING}CODE FOR 1.&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS. DO NOT MODIFYDOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS I. ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL'DRAWINGS WITH OUT APPROVAL OF THE peon, SPAGin�e. �pae,iu4 ALL INSTALLATION TO BE PER THE CURRENT.MANUFACTURES ENGINEER AS THIS MAY RESULT 1N NON-CONFORMANCE WITH THE WALL BRACING A 'a"D RECOMMENDATIONS AND SPECIFICATIONS.E-2,000,000:PSI,Fbs 3100 PSI, REQUIREMENTS OF THE CODE. „ ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE ;BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF CASCADE 1.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED, R O W 5 WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFA.BTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT APPROVAL OF THE ENGINEER. ' 2. ALL LVL INDIVIDUAL MEMBERS INBUILT UP BEAMS OF THREE MEMBERS OR 21. AT THE COMPETCON OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS ' LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS, TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED 3. ALL.LVL:f TO BE MEMBERS IN BUILT UP BEAMS OF MORE THANTRAMACCORDING TO T14E DRAWINGS; DETAILS,NOTES, MANUFACTURES INSTALLATION OOM �p�4�Na SpACW(. MEMBERS TO BE BOLTED TOGETHER WITH 3 .ROWS OF /� dj,�, BOLTS, TtR ANSI/ASME STANDARD B18.21-1981 Q 12"oc. STAGGER OR OFF SET EACH ROW REQUIREMENTS AND THE 8 EDITION OF THE MASSACHUSETTS 13UILDING CODE BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF FOR 1&2 FAMILY RESIDENCES, o o �. 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON 3 ROu/5 DRAWING. ENGINEER: LAWRENCE H.OGDEN P.E. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 198 EAST MAIN STREET TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", S LVLS USE 6"X 3.5"OR ON POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. GEORGETOWN,MA.01833 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14,5"SOLID EACH SIDE 978-352-8318, cell 978-:502-5921 4fCAEW L MN& 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6°°OC. @ PANEL EDGES.AND 12"OC. FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. Coo t-vL3 w eTW 2. Ra S IcAa a a•t6oc 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6'10C. @a NOTES: i) PANEL EDGES AND 12"OC.FOR ALL_-�FRAMING MEMBERS NOT AT PANEL EDGES. SCREWS TO BE.FASTEN MASTER TRUSS LOXOR sU"soN Sew SCREWS CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS® 1.2"OC, OR ASSEE DRAWINGS FOR LENGTH OF SCREW AN N SHOWN ON DRAWINGS a ON CENTER SPACING. 8. GYP"BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPES D 2) ALL 2 MEMBER LVL BEAMS TO ITAVE SCREWS FROM ONE SLOE. SCREWS 1N ACOORDANCE WITH ASTM C1002 @ 12"OC. AND SHALL PENETRATE =`t 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE FRAMING A MIN. OF 5/8 1, SCREWS FROM ONE SIDE UNLESS 9. ALL OTHER FRAMING TO BE PER THE 8''. EDITION OF MASSACHUSETTS STATE OTfMRWISE NOTED ON DRAWINGS. BUILDING CODE, IRC2009. FRAMING LUMBERtb=875 psi, E= 1,300,000 4) USE TYPE OF SCREW SPECIFIED DO NOT psi SUBSTITUTE AS CAPACITY MAY NOT BE 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, AL O ADEQUATE, IVfl INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOAIINDATIONS. SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT N DETAIL OF CONNECTING LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE EAVE END LVL MEMBERS TOGETHER OF EACH ROOF RAFTER OR TRUSS. ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION PROTECTED PER PRESSURE TREATED LUM33ER MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG}TIE -• _. ^ RECOMMENDATIONS,OR STAINLESS STEEL. �' - e}. ..:.,�' 2-JIL 1 I. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANI'FOLLOW THE o a O- 40 ---- CL MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND 2 y"retia SPECIFICATIONS FOR LVL BEAMS o o �- -•-- �' 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT CTIVINTERU,PT"ED SUPPORT -._ ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM, 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL,FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION Of THE t►+ or A *r .13P-AM 14ANC-e lzS ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. a 14. COORDINATE DRAWINGS INCLUDING WOR SHOP THIS DRAWING AND ALL OTHER PROJECT' 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL, 16. ALL BIGFOOT SYSTEMS TO BE!INSTALLED PER INSTALLED PER BIGFOOT �o °,sTILac'�ww4 INSTALATION MANUAL. sbNAl.EN�� 1.7. LOADS FIRST FLOOR LL 40 PSE', SECOND FLOOR 30.PSF,DL 15 PSF,.ROOF GROUND SNOW LOAD 50 PSE,DECK LL 40 PSF WIND LOAD 100 MPH,EXPOSURE.13. 18.FOUNDATION TO BE CARRIED.DOWN TO UNDESTURBED SOIL HAVING}A. MINIMUM BARING CAPACITY OF 2 TONS/SQ:FT - �..-- -- IA,WRENCE H'.OGDEN.PX GENERAL NOTES 3.98 EAST MAIN STRUT 62- STtJE CLI A O F- DRI u E GEORGETOWN,MA.01833 LVL CONNECTION DETAIL tv v f�'f'31 �.►po�E L- , 978-352-8318,cell 978-t0;- 4 tiemm = pop. RooF5 co#,*vvcr rtp (SRA CI W( -CK7 8p_ U S!#,,vCp ,t\N!? g' Wyk. L. All othtar ns/lln�+not allwwr I l7 TA 1 O y 71 UC a &O'ba to cork's r '*Pn/th Req'd Alr Spoet r �t 6?�I��Tt1 �j '!+•' (fie It"'O4� Tabler E C ,pt..' 060213 !IJ of thw s Block/ng a9 16" o.e. tfy'� x.til Mae 1x1«artts Ca j�lh PSd/tlon at stud rim to /lest 101st See Plana and Siettona ' ' i ._..•. t for Hurr/cane CAPS ---- and Call/ng Rafter -� canneettans. PRE= ,� � �' NA`4G' 1'��" �•,_ - � � 8d tom ni//s o 4"oe'. _ � ., .' G••��fM. Bt�G (3l�Str book ,E7!k! Tae NallZX RI'M sNAtl CoA►Fv^4 TO.. Btaek/ng • (3) - 6d nalla (3) - 8d Warta o 6" o.c. ASTM G 1 it � .- Convict Z"//wnh per block (t)p.) Connect Orywa// with p6TA i L sakeW e.E"4tGTN Tsp°lU a"s sam"" •" `. .®uTSiCEt CC7RN�R b�&►L / T" Oa.W or 5 screws O 12" ox. r/�'6B I v o c.�w A8TH per ASTM C toot with a ' 2 x 4 Block/n .1 n C 1002. at Hortsonto m!n/mum penetrotlon of 5/tJ° ; �!S Q ( �' Ad Tcka ndl/ a 6"o c. sheath/ng dotnt - � G•'�4?p�M, B 06184;,~-h..: j Connect Wall & Roof Sheathing 1Na?1'M"t.pp•1N (. i i i A with ad Hat/s 0 6" O.C. ALw- � at panty edges and . .�* . 12" o.c. in the Interiors. 2X Block/ng o 16" o.c. of stud rim to firer b!+t Alternate Attachment i / � h it-i's 1) (3J- !id Nd/le F 16 �a. 1 J/4"staples If t mvc�+y l�fi" & of 3 o.c. at pone/ edgesN6AtE111cuG• Z4'' 7Doub/a 8/ocktP-t2�l_ and 6" a.c, at interiors hist 1JAI�au, kv0tPla- . ..blit or 3 . VE.f VA.6Blom ttilG P'+�N 'u RRLN " "� ptrtnwn t 5 Nor 6d Toe NaA 0 6" o.r.. Q!1''1 uti6',�i ie+ � i" � Rrr'1GAA;6��+ Bd Halla -? 112 x 0.119 REtl wrE R/m do!st to plata (t)p.) (3J - 13 16d no//s ® f6" o.r. Sp!•!G E r ' /::nails -3 1/?"x 0.19 " I of Broeewall Into PlITAe! 1A,�91Dt' e.(a tA)SIL SOE`C'A1l., tl ! .Hoist/Blocking � + � � No te: A// Horizon tat Sheo Phing joints "., � � to be nailed with 8d Halts r 6' O.c. Y C. P�uM ' /'E4/"�9i/t9i • ' /— � �.�r�� • �N,3 to noted 1117 un/rss atherw/se ����0 noted on From/ng Pons M3ll, �fGr � to F'lt"►Cr FY'dll!/ ... _.; r METROD GB-GYPSUM WALL PANELS CONSTRUCTION . ?X Brim J©irt g 0 16" a e, i Qrelt I Z. "4C at stud to first � C:QQ�{?1N6}'1'�" C���ii' �•t$1� WIT*; $A 6d Tae Nolist to plate 6d Toenail Dom tl""* S6{yGk pr RIM wHiat 6 (tyA•) Joist o.e. tiTtl�t.§ } • •,►�, 1/a" dta. A.307 Anchor Bo1P with ! ��Dy►'G �G i • nut and Washer. J 1/2" min, - 12' max �b t, I •, , from and and max. 6'-a" aceach plots p;. . ►� 4� .• •.�: ar os shown on the drOWings. ' . • %:" J Minimum 2 Baits per t4bll plate. G At%W,"M t'O RatER. 0 P-TA"(,,,• ro Pergendic,alar 6d Hans - 2 112"x a �rIL 113" Paralle to Floor Framing 16d nails - 3 1/2" x 0.13,3" ---- -� N�� to o r in 6.AP eil e J 4p G"ec NOTE: TILIS DRAWING IS SCHEMATIC.FOR THE Braced Wall Pane/ Additional Connections PURPOSE OF SHOWING REQUIRED CONNECTIONS WALL BRACING FOR THIS PROJECT IS.BASED ON SECTION 602.10 OF THE 8na.EDITION for all exterior walls 602 10. SEE PLANS FOR LAYOUT,RETAILS,FRAMING OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2.FAMILY DWELLINGS, I METHOD CS-WSP t t,J�s OTHER WALL BRACING DETAILS AND ALL OTHER IRC2W AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT STRUCTURAL;REQUI.REMENTS MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND She 6 o� CONTINUOUS STRUCTURAL PANEL SHEATIfiING LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH 4L7'C APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF THE CODE. '-----. g� et. 0C � All other nailing not shown to be ' in conformance with table 8602.3 (1) of the Mass. Cod® 8th �"dition RIM M a 4 A A Q LAWRENCE H. OGDEN.P.E. PROJECT: D � u t (" 198 EAST MAIN STREET WALL BRACING BArRP.Y RE51 Det r P q t ' GEORGETOWN,MA.01833 '16?- 5T'0&*G L-F-A U P, pk 1 u E 978-352-8318,cell 978-502-5921. DETAILS r I f j� wQOE BEAM I I �oU Srr.pshnt I ! EXHMNO CHnNEY o���1J LEuzg NEW CL08ET D0M bac V4 RAPTFR I NEW CLOT ROOF I fl I I ! I OUTLINE OF EXWnNG OWEUM SrMp.soN I � I H'2.5A HveRrcnu ♦/ ��� I P / —� ♦ I REMOVE E)OSTMG 2 X 10 AT 1Q•O.0 GARAGE ROOF f Z.2xq-?osr flT etio wA" MCCROLAU M BEAM 4T W.% tFI PAIR !) 2-r.�s 9 Z5 � G I pari Srnpson, I I R7 VAD WRct Ar CE CA s""COLUMNTOTW OF EXGTINO FOWMAIM II WU4-10 MAY II Iiac�G.f(rS I I I ! JI, I ! W�acic �C T Iry ! I WA Li— FRA/a ln1G- �ARPy vPs E3/z/ 14 TYPICAL CROSS SECTION FINISH BASEMENT FLOOR c —————————— —— ————--— ' �--—————————————————————— .�—IT —————— — ————— ————————--- ` II "i2w i NEIN VANITY COUNTEF WN ' EXTERIOR FACE OF 1-us Zib 4-2.- a. O BATH WALL BELOW 2 X 1O 0 18'O.C. 1 BAT I BEDROOM ew 2-i.75x 9.2 s --�-*� 3w x48'PKT.COQR �� ' L TILED HALF WALL A ou E -, GLASS ENCLOSURE SII �9+ ' 2 2x 4 �P.�•�-; l- 1.15 16 5 f ABOVE DOWN pp871Np ! WALLS BELOW I CHIMNEY Q q Krve.. 1 5,V S,Mpsw 'N 144 ,4 � MASTER - SB-Z s�Mvsa Z�Q BEDROOM _,•>s x I s° MXMOLAM LVL BEAM BEDROOM L \—PmTTO FOUNDATION BELOW 1T-11• OVERHEAD DOOR BELOW DbuPr4G T3toGk 'fbP 4 4'-0' 18'-0' 'r-w BTM ©F PQST I" WAIL 1=RAAiftv(,. z4 ' O� j3 A OR SECONd FLOOR PLAN (E)OSTIN(�) a/z 14 -------------------- - -17- ------- - ----- -:MMMOR 1rf= - - i i NEW VANITY CO FACE OF aP WALL BELOW BATH Y; BAT I BEDROOM � :, _- ... - 2-X 10�1A'-QC. (NEeW) • _ $.� 2'4'PICT.BOOR b �p I I L E TOED HALF WALL. iCi _ GUM ENMOSURE ABOVE DOWN - - EXHFr oCHIMNEY W sao . MASTER - M LVL BEAM BEDROOM BEDROOM - - - - - - POST TO FCKR=TM BELOW - - - - 14-11' OVERHEAD BOOR BELOW wo 194r SECOND FLOOR PLAN 000 NT" (00"NG) EXHMG C*BMEY--, FRONT ELEVATION (PROPOSED) ® � ® �L 2 X 10 FLOOR JOISTS IMIEHIEEII RF� 91 I um, 11mm. N Ell Ira - FT-1-FT-1-i FINISH 2ND I ----------- -- ------------V-- E3 C3 II I MKROLM BEAM MIMI MIN as OOLUMNTOP I FINISH 00 -IST TO OF masnNG r-ouNmTm a, 0 98 Forest Street * North PH: 78-688 e5335A01845 Building Contractor • FAX:978-688-7207 Proposal To: Doug&Patty Barry 62 Stonedeave Road All Home improvement Contractors and Subcontractors engaged in home improvement contracting,unless North Andover, Ma. 01845 specifically exempt from registration by Provisions of Chapter 142A or the general laws,must be registered with the Commonwealth of Massachusetts.Inquiries about regLstration and Status should be made to the Director,Home Improvement Contract Registration,One Ashburton Place, From: Kevin Murphy Room 1301,Boston,MA 02108.(61 7)-727 8598 cc: Date: 8/12/2014 Job: Master closet/Baths Date of plans: 8/14 Architect: Steve Foster Location: Same Section i-Work Schedule Contractor will begin the work or order the materials before the third day following the signing of this agreement,unless specified here in writing contractor will begin work on or about 8/25/14. Barring Delay caused by circumstances beyond Contactors control,the work will be completed by 11/15/14.The owner hereby acknowledges and agrees that the scheduling dates are approiamate and that such delays that are not avoidable by the Contractor shall no be considered as violations of this agteemenL Section 11-Warranty The Contractor warrants that the work furnished hereunder shall be free from defects in materials and workmanship for a period of 1 year following completion and shall comply with the requirements of this Agreement. In the event any defect in workmanship or materials, or damage caused by the Contractor, his subcontractors, employees or agents, is discovered within one year after completion of any job, including cleanup,the Contractor shall,at his own expense,forthwith remedy,repair correct,replace,or Muse to be remedied,repaired,or replaced, such damage or such defect in materials or workmanship.The foregoing warranties shall survive any inspection performed in connection with the agreed-upon work. Section 111-Scope of Work Page 1 of 5 Hevfin Murphy Page 2 of 5 Building Contractor 98 Forest Street North Andover,MA 01845 PH:978£8&5335 FAX 978-688.7207 General Proposal is to add 12'x12'master closet above existing garage, renovate existing master bath, and main bath. Building plans and stuctural engineering to be provided by owner.Building permit will be obtained by contractor. Demolition Both second floor bathrooms will be completely gutted.Existing garage roof will be removed as required. Building All frame, roof, and siding materials will be provided as shown on plans/to meet code /to match existisng. Floor joists will be 2x10,engineered beams as shown on plans,exterior walls will be 2x6,roof rafters will be 2x8. All floor, wall, and roof sheathing will be fir plywood ( 3/4 on floor, 1/2 on walls, 5/8 on roof) . Ice and water sheild will be installed at roof edges, roof shingles to match existing. Exterior walls will be wrapped with Tyvek or equivalent.Sidingwill be cedar clapboards to match existing. Interior petitions will be 2x4. Three Harvey all P 9 P Y vinyl awning windows, will be supplied and installed in new closet. Harvey vinyl replacement windows will be supplied and installed in bathrooms. Plumbing Plumbing required to renovate existing second floor main bath, and renovate/expand existing master bath,will be provided.An allowance of$4400 has been included for plumbing fixtures. Electrical Electrical work required to renovate baths/add closet will be provided to meet code. Two bath fan/light units will be supplied/installed. Eight recessed lights have been included. Surface mounted fixtures (wall sconces/ vanity lights)will be supplied by owner, installed by contractor. General layout to be approved by owner, prior to rough.No allowance has been made to upgrade existing electrical service. Heating/Air Conditioning Forced hot water heating will be added in closet area.New heat enclosures will be provided in bathrooms. Existing oil fired boiler will be replaced/upgraded to properly heat existing house,and proposed additions. No allowance has been made for any air conditioning. Insulation All added/renovated areas will have fiberglass insulation installed to code. Plaster All added/renovated areas will be blueboarded and skimcoat plastered. Walls will be smooth,ceiling to match existing.Garage ceiling will be textured. (garage ceiling has to be plastered to meet fire code) Interior Trim/Doors Pre-primed interior trim/doors will be supplied/installed to match existing. M@vfin Mauphy Page 3 of 5 Building Contractor 98 Forest Street NoM Andover,MAota 5 PH:978688-5335 FAX 97868&7207 Painting All interior and exterior painting will be provided. One coat of primer,and two coats of finish will be applied to all painted surfaces. Any disturbed interior walls will be painted to the nearest comer. Flooring Hardwood floor will be installed / sanded / finished in new closet area. Tile floors will be provided in both bathrooms. Shower in master bath, and tub walls in main bath will also be tiled.An allowance of$7 per square foot has been included for file materials. Other Allowances An allowance of$4000 has been included for bath vanities/countertops. Anll a owance of$2500 has been included for closet organizers/shelving. Waste Removal All demolition/construction debris will be disposed of by contractor. Kevin Mimvplty Page 5 of 5 Building Contractor 98 Forest street North Andover,MA 01845 PH:978-688,5335 FAX 978-688.7207 Section IV-Price Schedule We hereby propose to furnish material and labor—complete in Accordance with above specifications for the sum of.....................................$ 84,000 Payment to be made as follows: Percentage/item Description Amount 1 Permit obtained $3000 2 Main bath demolition complete $6000 3 Closet roof framed $15,000 4 Siding /windows installed $12,000 5 Closet/ main bath plastered $8000 6 Main bath complete $12,000 7 Master bath demolition complete $5000 8 Master bath plastered $10,000 9 Tile complete $8000 10 Job 100% Complete 1 $5,000.00 Total 10 1 $84,000 "Notice:No agrewnent for Home improvement contracting work sha0 require a down payment(advance deposit)of more that one-third of t e total contract price of the total amount of all deposits or payments which the contractor must make,in advance,to order andlor otherWse obtain delivery of special order materials and equipment,whichever is greater Contractor: Kevin Murphy 98 Forest Street No.Andover,MA 01845 Registration No: 101874 Section V—Acceptance Acceptance of Proposal—I have read this document and accept the prices,specifications,and conditions stated. I understand that upon signing,this proposal becomes a binding contract.You are authorized to do the work as specified. Payment will be made as outlined above. You the buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction cancellation must be done in writing DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Signature Tatl-icia Date 8/12/14 Signature DP"91Z V $ Date 8/12/14 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations VF 600 Washington Street Boston,MA.02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information n Please Print Legibly Name(Business/Organization/Individual): ���n•• 1 �!✓�Q Address: QV �tiS'� City/State/Zip: t iv. A,.Avv��, N-41 6\_%\,gyp Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.13 I am a er with employer 4. El am a general contractor and I p y —,—� have hired the sub-contractors 6. F1 New construction employees(full and/or part-time). 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 wonting for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its officers have exercised their 10.F1 Electrical repairs or additions required.] 3111 am a homeowner doing all work right of exemption per MGL 11.F1 Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required]t employees.[No workers' comp.insurance required.] 1311 Other *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 aie doing all work and then like outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. /'+ Insurance Company Name:. C, ,,49, �L W CU Policy#or Self-ins.Lie.#: \LCI :T-n T-A\-k. Expiration Date: 1k�O t J--, Job Site Address: 6Z S*Z t-, City/State/Zip: ► dl��t n^-- 0�! Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido her by certify under the pains and penal' of perjury that the information provided above is true and correct Si afarI Date: hone qT- 3 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.PIumbing Inspector 6.Other - - - Contact Person: Phone#: DATE( .40 CERTIFICATE OF LIABILITY INSURANCE 6/25/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Sandi Munroe M P ROBERTS INS AGCY INC 1 PHONE9]8 683-8073 AX (978) 683-3147 AIC No 1060 Osgood Street -MAIE .san i mpro ertsinsurance.com ADDR North Andover, MA 01845 INSURERS AFFORDING COVERAGE NAICl1 INSURE A• MERCHANTS INSURANCE INSURED KEVIN MURPHY BUILDING & REMODELING INSURERS: GUARD INSURANCE 169 BOXFORD STREET INSURER C, NORTH ANDOVER, MA 01845 INSURER D: NSURER E, NSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 CONDMONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE IN N MB POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurr'encel 1 $ 500,000 IBOPI068945 11/22/13 L 1/22/14 MED EXP oneperson) erson $ 15,000 A PERS ONAL&ADV INJURY $ INCLUDED GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY 11 JEST ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ accident) ANYAUTO MCA7013608 01/23/141/23/15 BODILY INJURY(Per person) $ A �OOSWNED X SSCCTEEDULED BODILY INJURY(Peraccident) $ OS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS 8 UMBRELLA UABOCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS UAB HCLAIMS-MADE AGGREGATE $ , CUP9145304 11/22/1311/22/14 DED RET ION WORKERS COMPENSATION X SIPTR OR AND EMPLOYERS'LIABILITY 5OO OOO B AN PROPRIErR EARTNEWEXECUTIVE NIA E.L.EACHACCIDENi $ i (Mandatory in NH) KEWC527844 07/01/14 7/01/15 EL.DISEASE-EAEMPLOYEE $ 7 MT ff ,descobeunder E.L.DISEASE-POLICY LIMIT 1$ 56_0r000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HO CANCELLATION TOWN OF NORTH ANDOVER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1600 OSGOOD STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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