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HomeMy WebLinkAboutBuilding Permit #404-2012 - 886 SALEM STREET 11/8/2011 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: 0 Date Received Date Issued:1]*MP0_RTANT: Applicant must complete all items on this page LOCATION �� -S�1 e -5-711 Print PROPERTY OWNER IZd b ee4 Unit# Print MAPNO:QZ.Q PARCEL:©O45 ZONING DISTRICT: Historic District yes no Machine Shop Village yes no 100 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Resid I Non- Residential ❑ New Building ne family alterati n ElTwo or more family ElIndustrial on No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: _ ❑ Demolition ❑ Other _ _ r �ISepti e ®:Floodplam� ® Wetlandslsl � �WalershedDistncf ,O�VJaterLSewer�----- DESCRIPTION OF WORK TO BE PERFORMED: A J (Identification Please Type or Print Clearly) OWNER: Name: 2yb t'-j- �h/cG/1 d d y Phone: 975"ao�l l Address: <d �o A� S CONTRACTOR Name:1,,4 Ige2 &fe-V 6 Phone: Address: Ila,-Ile, Atic Ora C U�, ✓7X 0l�r� Z Supervisor's Construction License: 7 7/ a- Exp. Date: Home Improvement License: (i 7 `a-3 Exp. Date: 1 17 `OLO C), ARCHITECT/ENGINEER Ila IJe,S,jI7 5- -"40 Phone: 1 -1 a Address: /Ua- �a6 6 5 ��; GJG �-c r_-�° Iv Reg. No. D.-I/7c 7a- FEE SCHEDULE.BULDING PERMIT.-$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 6_57dhf,� FEE: $ r-)q Check No.: /06,1 Receipt No.: °941, 791 NOTE: PAsons sons contracting with unr istered contractors do not have access to the guaranty fund Signatu :of Agent/Owner; f� i. Signature of contractor.R _44,_44; :.. : . 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 ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ 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 ❑ (-'7e14if nteye Plot Plan A ❑ 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 p p Hydraulic Calculations (If Applicable) Q) Mass check Energy Compliance Report (If Applicable) QJ 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) z i ❑ 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 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: Doc.Building Permit Revised 2008mi Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS 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 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 COMMENTS Dimension 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 ❑ Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi Location ML "4 z�te No. & Date 40RTP# _ TOWN OF NORTH ANDOVER 41 s A }�a Certificate of Occupancy $ s��M�s Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ E TOTAL $ Check # f Building Inspector 1 KANAYO LALA, P.E. BSCE,M.ASCE,M.NSPE,M.SEI,MIE.gndia),MAWS,M.ACI FOUR WEST ROAD WEST ACTON,MA 01720 LIC.#33710-C(MA),9227M,84611(NY),3276WA),7736(" hftps://sites.google.com/site/kanavoialape/ January 11, 2012 Building Department 1600 Osgood Street North Andover, MA 01845 Attn. Mr Gerald Brown Re: 886 Salem Street I certify that I have observed the work associated with the framing for the addition and remodeling for the 1st and second floor of the garage at 886 Salem Street. To the best of my knowledge,the work has been done in conformance with the permit and plans approved by the Inspectional Services Department and changes made to them with the provisions of the Massachusetts State Building Code Amendments to 2009 International Residential Code Appendix J and all other pertinent laws and the ordinances. � F C� Kanayo Lala PHONE(978)337-LALA kanayolAa@gmail.com FAX(978)263-1472 �ORTIy 0 Twn of over-: , - : I No. � ,4w �:��,: _t , Ike =� LAKE O . lover, Mass., coC KICME WICK �' �A�RATE BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System i6 BUILDING INSPECTOR THIS CERTIFIES THA ............... ........r ............�4(.�. `r .............. Foundation ...trii-fa �. has permission to erect...........:.:.......................... buildings on ...... ............................ Rough to be occupied as.. u... ............ .!. H......o A�wr...... ............. Chimney �,�w e calf tion on file in provided that the erstin this- erm�t shall m eve res ect conform to the term�of theapp Final P P 9 P � P 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 IN6 MONTH ELECTRICAL INSPECTOR UNLESS CONSTRUC N T Rough ...... 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. XAORT#q Town ofO Andover .. 0 No. got( z = - - dover, Mass. }}(( E > > T O - LAKE O COCHIC EWICK �A0RATE D PPS\ "`C7 '9S E� BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.............. ........rT............ .�..�.............. ................... Foundation has permission to erect...........:.:.......................... buildings on ...&&.. ............ ...... .......... ........... Rough AA to be occupied as.......Rac u... ............ .� H......owr...... Chimney �, e provided that the erstin this- ermit shall in eve respect conform to the termfof the cation on file in p P g P nl P PP Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES INt6MONTHELECTRICAL INSPECTOR UNLESS CONSTRUC TRough .... .................................................. 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. � �6O � � / T�/.s F.l�•Oif/ /.S /�YT.E�Y�.EI� F�,� �t�d.�T6�IGE --37=- . : —- � I�.E,Ed. 800.x' c3`..3`� ,; f•-AGE. to�S CES T. 8/�u�' -L•�• X36903 � �,. ��Ol�/tet/ Oil/ T�S�/S �.L.•�iY �.�E -`.4��T.EI� G�iY r�YE en t�� l�irH TOlyit/ OF /J/O,�TH �9�v�y�.� .zoyiiYG hNN /1/O7 FALL /il/A F.C44� ��.ZA•P� -�•�.E� �/.S .TJ•f.�/Git/AT.c�.4 Oiler 7�%� /i!l/O. X11.-�� fG�� 1t� y �r/o. .2�a49B�4 .EFfv.�" s OF�9s �'�� RICHARD �yG E. OTTE No.21096 Q SURVOQ� l/z .000e /2'•.��s ,Goc�r.E� mor -11`✓�49 TOWN OF NORTH ANDOVER AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142 A requires that the"reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units...or to structures which are adjacent to such residence or building"be done by registered contractors, with certain exception, along with other requirements. Type of Work:�or-o .goU,q J-i&a t4dd did 1-11g) Est. Cost 006 w Address of Work f�lG .5 lery .-.5� Owner Name: ( Stele S� Date of Permit Application: /O - a I hereby certify that: Registration is not required for the following reason(s): For office Use Only Work excluded by law Permit No. Job under$1,000 Date Building not owner-occupied Owner pulling own permit Other (specify) Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FIND UNER MGL c. 142A. Signed under penalties of perjury: I hereby apply for a permit as the agent of the owner: /0 -a3-I/ ✓.� " z 1G� 9 a3 Date / Corfiactor Name Registration No. OR: Notwithstanding the above notice, 1 hereby apply for a permit as the owner of the above property: 16 h�/.;Xf 6, / Dat6 Owner Name ■ General Notes Eddy Residence - Great Room Addition 1. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES, AND THE 886 Salem Street REQUIREMENTS OF THE LOCAL BUILDING AND FIRE DEPARTMENTS. North Andover, MA 01845 2. THE GENERAL CONTRACTOR SHALL KEEP THE PROJECT GENERALLY CLEAN OF ALL DEBRIS AND PICK UP THE WORK AREA AT THE END OF EACH DAY. o .-+ 3. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER. MATERIALS AND Energy Conservation Compliance Notes - N EQUIPMENT ARE TO COMPLY WITH AND BE INSTALLED IN ACCORDANCE TO o MANUFACTURER'S RECOMMENDATIONS AND TO GENERAL INDUSTRY STANDARDS. MA i & 2 Family Building Code 7th ed. Z 780 CMR 61.00, Section 6101.3.2.2, Additions to Existing buildings, part 3 Prescriptive envelope component criteria may be used when total area of proposed glazed ° D 4. THE CONTRACTOR(S) SHALL FAMILIARIZE HIMSELF WITH AND VERIFY EXISTING fenestration is no more than 40% of proposed gross wall and gross ceiling area combined. CONDITIONS AND DIMENSIONS. Total area of proposed glazed fenestration for this project equals no more than 5. THE CONTRACTOR(S) SHALL PAY FOR ALL PERMITS AND FEES. 10% of proposed combined gross wall and ceiling area of conditioned space. Prescriptive Envelope Component Criteria from Table 780 CMR 6101.3. 6. THE CONTRACTOR(S) SHALL SUBMIT SAMPLES AND/OR MANUFACTURER'S DATA Maximum Fenestration U-value: 0.39 ON ANY NEW ITEMS REQUESTED BY THE OWNER/ ARCHITECT. Minimum Ceiling and Exposed Floors R-value: R-37 Minimum Ceiling with full R value over exterior walls: R-30 7. MATERIALS AND DETAILS SHALL MATCH EXISTING HOUSE CONDITIONS UNLESS Minimum Wall R-value: R-13 a-' N NOTED OTHERWISE HEREIN OR DIRECTED BY OWNER/ ARCHITECT. Minimum Floor R-value: R-19 Minimum Basement Wall R-value: R-10 N 8. ANY ENCOUNTERED MECHANICAL, ELECTRICAL, PHONE, CABLE OR PLUMBING Minimum Slab perimeter R-value and depth: R-10, 4 ft. V7 SERVICES SHALL BE TERMINATED OR REROUTED AS REQUIRED FOR CONTINUED Proposed Building Components OPERATION DURING CONSTRUCTION, OR TO REFLECT THE PROPOSED PLANS. Maximum Fenestration U-value: 0.28 9. THE CONTRACTOR(S) SHALL KEEP THE HOUSE SECURE AT ALL TIMES. Minimum Ceiling with full R value over exterior walls: 'j TEMPORARY BARRIERS SHALL BE ERECTED AS REQUIRED TO CONTAIN Minimum Wall R-value: R-19' CONSTRUCTION DEBRIS. Minimum Floor R-value: /gam ` 10. FOR RENOVATION/ADDITION PROJECT THE CONTRACTOR SHALL REVIEW WITH Drawing Index THE OWNER/ ARCHITECT THE EXTENT OF DEMOLITION PRIOR TO THE Ln COMMENCEMENT OF THE WORK. ALL DEMOLITION SHALL BE PERFORMED IN AN SHEET TITLE U ORDERLY AND CAREFUL MANNER. SPECIAL CONSIDERATION SHOULD BE GIVE TO T.1.1 TITLE SHEET: General Notes Drawing Index and Energy Compliance Notes C o PROTECT AND SEGREGATE AREAS, MATERIALS AND FINISHES NOT SCHEDULED FOR A.1.1 FIRST FLOOR PLAN 41 MODIFICATIONS. A.1.2 SECOND FLOOR PLAN .N ; A.2.1 EXTERIOR ELEVATION: FRONTn A.2.2 EXTERIOR ELEVATION: SIDE A.2.3 EXTERIOR ELEVATION: REAR 'C Ln L A.3.1 BUILDING SECTION AND TYPICAL CONSTRUCTION NOTES o 00 General Legend A.3.2 BUILDING SECTION W 00 Z Centerline A.3.1 BUILDING SECTION 5 A.3.2 BUILDING SECTION Elevation or O C On Center A.4.1 DOOR AND WINDOW SCHEDULES CASING AND BASE NOTES A.1.1 ■ A.3.1 'A.3.2 ` Exist himney 3'-2z" �" t18'-2" �� Q ------------------------------------------------ r Existing closet wal4 to be remo ed c Relocate exlstinstack- _ _ 3'-10' — .— � •- o - o 1 10" w 3 N was' r/dryer-fiold veri mint 11 N Eq. Eq. T-0" O w neededfprrecess I I z ,, ai M � `f I W/� }i O Exist. -x2'412� 51" Cab. FII ht. Mg g Olbset o Raised closet floor-see _� Kitchen Alig with exi -�� building section A.3.4 Hold back platform edge, 2x3 p A.3.4 step 61 I framing below within doorway A.3.4 up 6" Wood stair- Oak a-J Dn Hall treads, painted risers ,� o Garage I " I Dn. I I I I � - - 3 -� L - - - - - - - m I � o "' - - Note: Q 'JAI Shelves, ----U P -- - J Existing garage. A.2.2 0 full ht. ____ __ walls and roof to j o ~' Exposed brick ___ _ Mahogany handrail, shape to be removed. p match existing main stair Existing garage chimney in Hall foundation walls r--- Stair Gas --- - �N -r-T--I------ O remainand or slab to I I I I I I I I Family Fireplace I I I I I I I I I I I I I A.3.3 I I ,,, I I I I I A.3.3 Ln Room L -- Landin i i M 1 Stair I i i U ';r I I I I aoovV I I C p O I I I I I I I I 4 -L-1- ---- --- C -------_- ----------- --J ^ N L Closet �'^' N > --I IL 11- •0 C Up arc I I 6 < W o -0 U) = I I 4_01 4'_0" w I I W a00o z A .3.1 A.3.2 I Eq Eq -------------------------------------------------------J (U stair width, wall above U clear, chimney to wall framing d U Legend 0 Existing walls cn 1 Proposed 1st Floor Plan Proposed new walls � 8ill � N A.3.1 A.3.2 A.2.3 ■ -------------------------------------------------------7 --——————————--—————————————————————————————————-- I ■ ----tEq ----------------------- -- ---JI ---------------------- basebd. heat I I Cab. Eq 32., I dormer wall I I o � Hall Bath M . Bath Closet Closet Eq. Eq. i 3'_0,. � N � I I , 0 z M � I 0 Wall area F-7 -- �` I for built-ins , Sloped Shower I "/ I and gas I ceiling L— ` fireplace Great Flat I �__—_ unit,TBD. A.3.4 fa Room ceiling a V-A A.3.4 i Hall A.2.2 0 _ Structural _ _ _ Ridge line above_ U_ Dn post Lei - - - - - - C Low r flat ceiling �E--Flat ceiling N Top of shelves below --- -- 36" high guard Flat Chimney shoulder ___ ___ wall with wood cap ceiling N below --------------- ---------------------- -------- O --- --- I Dn Sloped i O Master Chimney I I 36' high ceiling L guard wall Bedroom A•3.3 I I with wood r I I cap I I I I I I I I Ln Stair Shelf above chimney I I I N shoulder with bullnose - -- - - --- - - - ---- -- i U and scotia edge ------------------------ --- I C o Display floor- space for I N 41 Roof below shelves or bu It-ins along stairi "a ami L L —————————— . j - - , > - - ------ Wall below ------------- --------- —————————— -------------- I arc ---------------------- ---------- --------- - - Q --i _ ___________ 4'-0" 4'-0" -p r ko -——————————————— ------------------------------------- Eave above� 000 0 A.3.1 QA. 2 W co z 1 Eq Eq A.2.1 wall a� U N U Legend Existing walls 9 1 Proposed 2nd Floor Plan - Proposed new walls Q A.1.2 Scale: 1/4"=1'-0" 2 0 1' 2' 4' 6' � a ' I � � ' I �' i 4 I � E t i I�I•i-I•!I f-!1•I i I•I.1•I•I•I•I•i 1 1-i-I i l 1-11•{I I•I I•FI•S-i i•I I-i•F!! 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I•I(•i•i-(('(-I•I•I I-I I i 1 I I I€I I I•I I I-i I I I I I I l I I i 111 I l l l 1 I 11 11€1111111111111111111111111€€Iilllllll€)ii (li-i(-(-1-!(•i•1111(iil!(liii((li((ii((11((ii(i�i1 Illi IllligIi!illi!llllll�l�€llll�Ill�Illlllilillll�I�!ll�€llllll�llI lllllllllllltlllll!l 1 i!!!I!i!!I!1!I!i!I!i!i!!i!(!(!I!!!(!!!!!i!!!i!i!i!liiii!ilii!i!i!!ii!!!iiill€€€IIIIii€II!1 II!I !(IIIIIIII€lil!!IIIIIIIIlllllllll!IiIIIIIIIllllll!(Iltlllllllll!I!1!!1!1!i!i!I l!I! 11 Walters Design Studio Architecture Eddy Residence Rear Exterior Elevation 102 Robbins Road,W.-wn,,AA 02472 4"= (617)9234836 886 Salem Street Scale: 1/4"=V-0" Job No: 1101 � www 1-dcsig-di.gym North Andover, MA 01845 0 1' 2' 4' 6 Date: 5-25-11 A0203 TYPICAL ROOF CONSTRUCTION AT : - Asphalt architectural shingles \� - 'Ice and Water Sheild ' - 3' up from eaves, 2' wide along adjacent walls, 12 A.3.4 wrap 3 up adjacent walls, and on all roof slopes less that 4:12 - Roofing underlayment - 30 Ib felt paper or eqivalent - 5/8" 'AdvanTech' OSB sheathing - 2x10 rafters @ 16" O.c. - R-30 insulation - 8 1/2" 1/2 Ib density spray polyurethane foam (ocSPF) '-' N - 2x8 ceiling joists @ 16" o.c. - 1x3 strapping 2 t3 Insulation on z - 1/2" blueboard with skim coat plaster 3 3 underside of roof deck Q +; -Vapor Retarder - Latex paint on surface of exposed SPF in attic - - _ O p Latex paint on finished surfaces where SPF completely fills ca n walls ® V and cathedral ceilings. N r Attic subfloor bey �- � Ceiling � � \\ 0)TYPICAL WALL CONSTRUCTION- - - C 2nd FLOOR, HALL AND CLOSETS - - Siding - 'HardiPlank' fiber cement lap "a siding, smooth, 7" exposure - House wrap, seal behind exterior trim i Pendant f xtures Wall TV and with 'Ice and Water Sheild' above stair sconces confirm cnN 12 o �t - 1/2" 'AdvanTech' OSB sheathing i �, Exposed himne in location ith ¢ .� - R-19 insulation- 5 1/2" 1/2 Ib. density o - stair hall beyond! owners to spray polyurethane foam (ocSPF) U- i o� iv Exterior wall bey d - -�-� Wall for built-ins and O - 2x6 wall framing Q - 1/2" blueboard with skim coat plaster i L gas fire lace unit O r--------� L (p -Vapor Retarder- Latex paint on ` ' Display floor- s a e for i = 36" high guard v�all Q Ln o finished surfaces where SPF completely Ln shelves or built-n along stair - with wood cap fills cavities in walls. M Glrea Room w Existing 2 d Floor TYPICAL 2nd FLOOR CONSTRUCTION - 3/4" finish flooring '-- - - J - 3/4" 'AdvanTech' OSB T&G decking ------- Ln 'q- - 14" I-joists @ 16" o.c. see dw S.3 -- 00 J 9 r------- ! ! ! V 00 - R-19 insulation - 5 1/2" 1/2 Ib. density Underside of stair beyord L-------- ! o spray polyurethane foam (ocSPF) at rim r-- --- i N Q boards and underside of floor deckL-------- 7 a - 1x3 strapping New garage walls L______-Ji ,� +; - 5/8" fire rated fiberglass faced gyp. uninsulated __- i Garage! N cn > board, tape &float joints. i o (unheated) a� c ---- i----- -�i \ ro Q TYPICAL WALL CONSTRUCTION- \ -O U) 41 T- -O -kD UNHEATED GARAGE �y! L- \ t--------_--- r 00 0 - Siding - 'HardiPlank' fiber cement lap _ _ _ _ �� \ -------- _ Existinstfloor W 00 z siding, smooth, 7" exposure i ��, , _ _ Proposed Hall floor - House wrap, seal behind exterior trim i with 'Ice and Water Sheild' -- -------- - 1/2" 'AdvanTech' OSB sheathing Storage rea a o °J - 2x6 wall framing below la ding Storage -5/8" fire rated fiberglass faced gyp. i and stai area below :P Existing foundation i Hall floor C board, tape &float joints. walls to remain slabhighpt.i - - - _ slab low pt. Existing garage floor slab to remain A.3.3 A.3.4 Existing i foundation wall A 1 Proposed Buildin Section °g 3 Qs r Scale: 1/4"=1'-0" L___ N M ' Q A.3.4 i o � r, ' N 12 Ln 0 ❑ l3 z C .n +� 12 O 3.3 rn 0 8 ❑ 12 f 5 tch eave ht U of exist[ in house N Match eave height (n vide kick-out of existing cn _ flashinq_at _ _ _ I sulation ori _ _ _ _ _ C sidewall, typ.� _0 zo _ Ceilin =3 00 - LLLo � M�stoeo i' Open Q 'p ;-, ❑❑ brm closet to ^ N Plaster wa Is w beyond—� closet U) beyond N Q beyond -H Q ❑❑ Newi1oset o 41 Shelf with bullnose connoted Maste a a U and scotia edge U) o Bedrddm CI set 12 g Existing 2 d floor Plaster infill below shelf "'v U 00 Exposed brickCD chimney back? o Hooks a / a Closet 41 N on Cubbies or / New Extended u7 > landin adjustable coat laundry (Y- E °a shelvesH a ll "isting° closet closet Q Proposed Landing flo( r _ 10" tre typ doer "� U o Space for \ W Co z bench \ Existing_ist floor _ '' Ln _ _ Existing st floor _ r' _ Proo_posed Hall floor U ----------� L--------J I I a+ f---------I _pate .L Q -------- ' I I slab high pt. I — . ♦ •. .. ;• E)Lt.slab bwpt. _ — 0 S A.3.3 A.3.4 Existing I foundation wall 1 Proposed Building Section " �� � I � g� � M _ M r — — — — — — — — — — — — — — — — — — — — — — — — — — — — I A.3.2 A.3.1 0 0 U) z O Ao --- U N Pendant fixture locations (f) f'1 C 70 io Edge of window .=3 CO Cap 5/4 beyond chimney o ;rGreat cedar or N _u Azek with Room 0 N head 71' 5/4 X 5 casing Existing 2nd Floor Q v flashing with block - 0 @ above �- in o Stair side wall 21 Garage side wall 10 re d, typ. Closet .-�w 2 rnry Mn I door Existing Chimney 6 In Landing U OD C Cl 1 , Bracket 2 1/2" 2 ___ O 2 thick cedar A.3.3 ------- --- 41 a� I Existing 1sFloor Q� E (unheated) _ I--- _ �a a F r �_=____= ___= -a J _J i o -0 ko 000 0 — I I w Co z — I plaw I r_J I u I slab Existing Garage Slab 2 Door Hood Detail Existing foundation ------------------------ —N --- s-------------------------------------------------------- I I cn `s. 1 Proposed Building Section Q ;e a � �I i I I I I I o - - - - - - - - - - I A.3.1 A.3.2 I — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — --i T-4 o � I in I N in Insulate wall MM (Roof at section cut) N z against existing 0 0 1 vented attic ^ Existing Attic U Ln EIE C C io D 0� E �� _0 o Edge of window Great N II beyond chimney M11 N Base to match Room 0 existingin closet 0 1x6 Base with A&M 1668 cap typ. O Existing 2nd Floor dU M o Garage side wall Raise Ln V Door floor (door track U 00 closet F# of full not shown) o ht. 4, � o closet 2'-42" '- L L V) ,� v U) > E0 _ v c Existin 1st Floor �^ , 2x3 framing and hold back p atform Garage edge withi doorway only OD o — -- (unheated) W w z L-, T Hi 91 ate Existing Garage Slab gab Existing foundation ----------------------------------------------------------- Ml 1 Proposed Building Section Q � V Windows Anderson 400 Series Casement and Awning units; Andreson 400 Series Woodwright doublehung units; Primed interiors, white exteriors; Primed interiors, white exteriors; Contemporary folding handle hardware, white; Classic Series sash locks and finger lifts, white; Low-E4 glass; Low-E4 glass; 3/4" permanent interior and exterior grills; 3/4" permanent interior and exterior grills; CD TruScene Insect Screen,white frame. TruScene Insect Screen, Full,white frame. '- N V) to ❑❑ to ❑❑ O i V i ❑❑ ❑❑ ❑❑ O `D Casement Casement Awning Doublehung Doublehung _0 _ CN 14, left swing CN 14, right swing AX281, venting WDH3052, 2 units WDH3462, 3 units frame mulled D R3 R.O.=1'-9"x 4'-0 1/2" R.O.=1'-9"x 4'-0 1/2" R.O.=2'-8"x 2'-8" R.O.=3'-1 5/8"x T-4 7/8"ea R.O.=10'-5 5/8"x 6'-4 7/8"total -� U-value=.28 U-value=.28 U-value=.28 U-value=.28 U-value=.28 _ Structural post between units Confirm mfr's rec. on frame mull vs reinforced mull O V N 7r,) —I U V7 O Casings Doors Ln Brosco Garage Transom N 'q- Exterior Exterior casing trim: 1 3/8" thick, primed, SSB glass V 5/4 x 5 flat Cedar, or Azek with historic sill, orC Custom ht., 8 lights Anderson exterior 4 1/2" flat casing if available Sash size: 1'-6"x 9'-0" Interior doors, style to match existing, such as Jeld-Wen Custom Carved Interior }, Q with historic sill. Frame size: 1'-7 1/2"x 9'-1 1/2" MDF Doors model 2080 with ogee sticking and single hip panel, or equal. .a v R.O.: 1'-8"x 9'-2" Hardware to match existing. N > Interior casing: E -°o or match existing - A&M 3203, 1"x 3 1/2", r:ioia:rriD.a . °) = �. Ta or equal, with ix sill and skirt -p �t \ \ / 00 o \ W c02 0 0 FE 0 0 (A) Baseboards ' ' ' \ U V 11 All base to be 1x6 with A&M #1668 cap, Flush style insulated garage door 2'-6"x 6'-8"x 13/4"; 2'-6"x 6'-6"x 1 3/8"; 2'-8"x 6'-8"x 13/8"; 2'-4"x 6'-8"x 13/8"; o 11/16" X 1-1/8", except new Master Mfr. TBD left hand inswing; left hand outswing; Left hand outswing; Right hand outswing; r Bedroom closet base to match existing g'-0" ht. x 9'-0"wide 20 min. fire rating; passage latch passage latch passage latch house. entry set; o I s weatherstripping/air seal KANAYO LALA-P.E. FOUR WEST ROAD, ACTON,MA TEL:9782 26 14 FAX:978 263 1472 LIC.33710-C V) kanayolala@gmail.com A.3.1 A.3.2 A.2.3 C q N fu p, o Z a a Post up, Hall floor C p load a--+ 1 _ _ See DETAIL C/S.3, O l ( corner conditionL0 Existing 10" concrete 06 foundation wall C 1� .E f fu L.L � N I ri ' o A.3.4 A.3.4 J :? II I `I I Post uplCn N i M Bearing wall on top of New posts up see L �I the existing slab U � t (Optional 20"x10" strip I; footing) Stepped bearing wall Post up in t below along chimney, 00 bearing on existing o _. garage floor slab __ N +, < -14 �._ -_ -v Bost up, landing and .� } A.3.3 A.3.3 __2nd floor load N > 1I I v = I Li 'n a -a s -0 lD L TI W CO00 0 z 11 See DETAIL C/S.3, corner condition . Post up, landing � floor load /Existing 10 concrete A.3.1 A.3.2 foundation wall �?` kC�t11t�1Y v\ o $; .. LA u ice. �3�ib-Lo� s 4-4 42 71 KANAYO LALA-P.E. N FOUR WEST ROAD, ACTON,MA TEL:978 337 5252 FAX: 978 263 1472 LIC. 33710-C kanayolala@gmail.com A.3.1 A.3.2 o d- ,--i N - - - - - - - - - - - O Post down, Hall z � floor load a o w _..... . Cn L J I` r47, 2x joists in opp. direction for ' L J platform where floor aligns with existing 1st floor, see Section A.3 1 L_ L //-_-�� V• I J Box bay closet, 2x6 floor and wall framing, typ. '— See section A.3.4 2x8�Fedger ,J 2-1�3 i4"x 7 1/4" LVL J o A. — % �Vbea flush framed A.3.4 E— 66 o Existing house wall �, POS' p and below, L En M 7 0mLNew posts upo . n w II b low nsee S.3O —ug ar�d b, low, Ln oL — loadng wall below Stepped bearing wall along chimney, Hall - — floor edge and Ln landing load V 00 J Fos:' land below; ! +� Q A.3.3 , i , p �, floor load ( L J ' > L U p O I I — Ce E L_ J_.. � ... .,. _w i, _.-J —�— _.... ....... .........� a C o0ko -- - - - _ — _. — — _- - � Boa 2x8 ledger L nXi @� Post up, wall andtJD L_ 2nd floor load _0 00 W Co z Post down, larding floor load777777777 A.3.1 A.3.2 ` "` �� - a_ v 3'-21, 51 — — — — — — — 2 2 z ,.•� F' — — — — — — stair width, 7. LF.L-.' ' clear beyond chimney 4 Q � KANAYO LALA-P.E. FOUR WEST ROAD, ACTON,MA 4-16dNAILS IN HEADER NAILS 6N HEADER TEL:978 26 14 2 POST CAP OR RIM JOIST POST CAP OR RIM JOIST FAX:978 263 1472 LIC. 33710-C EPC4 o PC4 OR o kanayolala@gmail.com LPC4 • r-I rl 4-16d NAILS 4-16d NAILS + I 4-16d NAILS o N POST POST OR 6X6 3-2xP0ST4 OR 6X6 A.3.1 A.3.2 A.2.3 Ln (A) MOMENT CONNECTION AT (B) MOMENT CONNECTION AT A NARROW WALL @ END POST NARROW WALL © MID POST Z S.3 S.3 Post up and belo , window Rim board, typ. o 0 F header/roof load Bearing wall below DETAILS FOR—IRC2OO9 BUILDING CODE SECTION I DETAILA/S.3 R602.3.2—ALTERNATE BRACED WALL PANELS L — — — — — — — — — — DETAIL B/S:3 _> Bearing wall ' o r 2x6 stud wall at II Door header beam S2 a 2 X 6 STUDS TOE NAILED F — -e4Oset-43e4ew — — below, 3-2X12 continuous p1 TO PLATE. W-3-8d hung from the across posts, with 3-2x6 ea. _ _ _ _ — joists w-6-12d — — — — end &at center (Optional F � ONE PIECE SHEATHING NAILED Ledger on nails in top and upgrade to LVL beam) TO PLATE W-2 ROWS OF 6d@4"O.C. existing house — bottom flange ofOSIS S� u- O LOCATION OF 1ST II L_ 1 ANCHOR BOLT A.3.4 - - - -� - - - - - - — O II _ _ _ _ _ _ — - Post below, ridge load N dG Post up, ridge load 3-2 X 6 STUD POST TOE NAILED N N TO PLATE W/2-8d EACH STUD L .+ o SHEATHING NAILED TO EACH r 3-2X6 post below STUD@4" O-C. Door header/transfer beam below, 3-2x12 between doors 'p ' 0— DETAIL B/S.3 u — — N Ln C3 PLAN S. L — — Post up, ridge load — — — — — — (3) POST BASE CONNECTION AT GLAZED WALL & GARAGE PANELSPost below, ridge load 2ND FLOOR FRAMING: Rim board Bearing wall between posts II C o ALL FLOOR JOISTS TO BE 14"LPI 32 @) 16" O/C UNLESS NOTED OTHERWISE ALL POSTS TO BE 3-2x6 & 3-2X4 MULTIPLE STUD POSTS. � 7-�� rFn Post, bedowJ flo6r Idad I — — — — 41 PROVIDE DOUBLE JOISTS UNDER THE INTERIOR PARTITIONS. 0 .S A.3.3 N U') o ALL BEAMS NOTED AS "PSL" MUST BE PARALLAMS OF WIDTH IN MULTIPLES OF 14" s�ctins le LT+vvall 2-14" LVL QALL BEAMS NOTED AS "LVL" MUST BE GANG-LAMS OF WIDTH IN MULTIPLES OF 1i"• I I I _ �_ _ _ = _0 ttD 4L1 o_ — _ - - _ — _ — DETAILS/S.3 W 00000ALL HEADERS MUST HAVE TWO JACK STUDS AND ONE KING STUD AT EACH END. Post below, floor load ALL HEADERS UNDER 5' SPAN TO BE 2-2X10 AT INTERIOR BEARING PARTITIONS. Bearing wall betty en post aDETAIL A/S.3 ALL HEADERS UNDER 8' SPAN TO BE 3-2X12 AT INTERIOR BEARING PARTITIONS. a� ALL HEADERS UNDER 5' SPAN TO BE 3-2x12+2-2 THICK CDX PLY AT EXTERIOR BEARING WALLS. A.3.1 A.312 - . -, LIST OF JOIST HANGERS: y r 2 LVLs 9Y4"_ HUS410 1» 1" ii m ` ` a 3 LVLs 9Y4"- HU612 ALL HEADERS UNDER 8' SPAN TO BE 54 X 9� PSL AT EXTERIOR BEARING WALLS- R:.g,.N.•, 3'-221 Stu ra` i(�a^�i:'"Cl. f�c•g 2 LVLs 11%"-HUS412 RIM JOISTS TO BE 2-LSL 1Y4"THICK RIMBOARDS TO MATCH JOIST DEPTH - — J stair width W \\ ;p>� 3 LVLs 113/8'-HU614 o N p c' 4 LVLs 113/8"-HU412-2 v , c faLi `-` . PROVIDE 2X4 SQAUSH BLOCKS ON WEBS OF "I" JOISTS UNDER THE BEARING WALLS. clear beyond 5 ' ��, 2 LVLs 14"-HGUS414 A.2.1 chimney nFo. 33:73c>.�;' � y ALL LARGE SPAN JOISTS AND BEAMS WILL HAVE UPTO 3/8"OF DEFLECTION f LPI-32 11%" - HU312 ' '. .,p, c .�,, a LPI-32 14" - HU314 Q WITH DEAD LOADS. �`SS1pIVA) KANAYO LALA-P.E. FOUR WEST ROAD, ACTON,MA TEL:9782 26 14 - FAX:978 263 1472 \� LIC.33710-C Centerline of kanayolala@gmail.com window and Eq, dormer Eq, 0 N A.3.1 Window header A.3.2 A.2.3 '-' In beam S1 below - o � 3-13/a" x7%zLVLs - - - - - - - - Eq'+2 Eq' 1T-0„ Q41 with 2-2x6 ea, end 10 — — — — — — — — — — — — — — — — — I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " � I • 2-2 IIII 10 b IIII low I1II rme sid all, P. 2 III x10�III elo IIII do IIII r si ewal typ. IIIIII IIII IIII IIIIII II o(_ T2 O ra ers 16" c., cx LL Op- t W: ii; r4 N O -Fa ;o Ridge post 2-2x6 Ridde po 2 1 3/ x 18 LVL idge Beam 1 jacks and 2-2x6 kings in II ROOF FRAMING SPECIFICATIONS 20 ra ers 16" c., Window header 3-2x8 ALL ROOF RAFTERS TO BE MINIMUM 2X10@16" O.C. UNLESS NOTED OTHERWISE. j O 00 Ln below, attach with N � PROVIDE H1 OR LS50 ANCHORS AT ALL RAFTERS. I _ _ _ _ _ _ _ _ _ _ 3H-U3510-2C orLS50 o PROVIDE 2–LS50 ANCHORS AT ALL MULTIPLE RAFTERS. r I to ridge post 41 PROVIDE 5/8" CDX FIR PLY ii RATING STC II AT ROOF. I Chimney a I I I I I I I I I I I I I I PROVIDE CEILING JOISTS 2X80 EACH RAFTER. I I I N Ln > A.3.3 � E c PROVIDE JOIST HANGERS AT ALL BEAM CONNECTIONS PER a I I I I "SIMPSON" SPECIFICATIONS. I I I -p in s IN GENERAL AT ALL FLOORS PROVIDE METAL CONNECTIONS AT ALL POST I I -O � t AND BEAM CONNECTIONS, OR PROVIDE 2 KING STUDS, ONE ON EITHER SIDE I I I I I I I I I I I I I I I W w Z OF THE BEAM. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OTHER DIMENSIONS. I I I I I I _ _ _ _ _ _ _ _ Rear ng wall below A.3.1 A.3.2 51 ! eAi_A <z i O 0-C.. rc E Electrical General Notes Fixture Notes W 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE >_ Telephone and computer I �J Fixtures above garage REQUIREMENTS OF STATE AND LOCAL CODES. connections to be wireless doors - Bega 6493, black, from existing in main confirm with owners 2. UPGRADE INCOMING SERVICE AS REQUIRED TO house, confirm with owners o �n � N MEET DEMAND LOADS. .+ LID 3. LOCATE AND INSTALL SMOKE AND CO DETECTORS z AS REQUIRED BY LOCAL FIRE DEPARTMENT. o 4. ALL DEVICE PLATES AND SWITCHES TO BE WHITE A.3.1 A.3.2 DECORA STYLE. 5. SEE INTERIOR ELEVATION DRAWINGS FOR - --- T--- D ADDITIONAL INFORMATION ON FIXTURE LOCATIONS. DO NOT SCALE FROM THESE DRAWINGS IF DIMENSIONS ARE NOT GIVEN. - 41, fu Li - J 6• CONFIRM ALL LIGHT, SWITCH AND OUTLET �1 IV GFI GFI R locate III fo LOCATIONS WITH OWNER PRIOR TO INSTALLATION. elect fo III .V I w sher/dtaLi 4 +0 LU IQ II I O � ELECTRICAL LEGEND I closl fixtures LO SYM DESCRIPTION - J Oooret for ILL N DUPLEX OUTLET, 16"AFF unless otherwise noted A.3.4 operator A.3.4 V) ra + I II � ,-I � o 0 GFI DUPLEX OUTLET, GROUND FAULT INTERRUPTER door Q JUNCTION BOX controls SWITCH L7 - - - (' `n V W $ 3 3-WAY SWITCH -- ----- - A.2.2 C o N 4-1 -------- - in a) (IJ 2: $ D DIMMER SWITCH, slide set w/ rocker on-off _ -- stair (n � aj wall Outlet for Q) U') � TELEPHONE --- - -- door � E � aboe WC �„ --- -- _T_r- --- --- operator 6 Q CABLE T.V. OUTLET i i - - -p 41 I I I I I I I I _0 ko L SD A.3.3 l A.3.3 W 00 Z SMOKE DETECTOR I I I I I I I I SURFACE MOUNTED CEILING FIXTURE ilipg td Iclotet I I ii ixture low in O RECESSED CEILING FIXTURE Ceiling mtd storage area ----------- --J L10closet fixtur GFI GFI 48 RECESSED CEILING FIXTURE, low voltage halogen k WALL MOUNTED FIXTURE 0 0 CLOSET FLORESCENT FIXTUR_E A.3.1 A.3 2 SURFACE MOUNTED EXTERIOR FLOODS a + -------------------------- Fixture Notes N g Lighting ■ Telephone and computer 51, Elite Lighting B5 5" 6' Elite Lihtin B6 6" Uj connections to be wireless O housing with B530W-W O housing with B61OW-CL from existing in main step baffle trim,with 75w cone reflector/baffle trim, house, confirm with owners R/PAR30 lamp or with 150w R40/PAR30 or dimmable CFL fixture with 150w A19 lamp, or equivalent light output. dimmable CFL fixture with o ,n equivalent light output. N 0 z 4 to A.3.1 A.3.2 A.2.3 ° 0 ______ Exterior floods, near ------------------------------- top of window, a-J switching TBD, � ----- --- - confirm with owners------- -- --------------------------�I O l/ J window U Wall sconces, confirm L � 2'-611 2�_6�� I II V � location with owners 6 _ _ 6" IJ W - �r-- Outlet andL- i cable TV eilind�fa�n, 7q i O u -- I _ F-� TV above, ht.T_BD — 52' dia o O m I " I - 3 X" srrnallerr _ LL N � Junction box for si�N i � L__ _ gas fireplace \ dowrrod L---- i... i N N -� unit (TBD) 5" o N cn o 6 -- 6.. A.3.4 Floor outlet- 3 A.2.2 window confirm location - - - - -with owners - - Ln 5" 5" 5" 5" U w �- to - - - C o bejoEq. Eq. Eq. 2'-0" _0 a CU ------ -- N Cn > Pe d t=wig=slag a -- D --- -- v c bo om �4'-6' i i i i i i { i - � Q [-- E I 1 I ( A.3.3 ab ve 2n f4. i w i r A.3.3 oiDo 0 Pendant with shade, W co z Eq i i i (IBit- 4'_ ' Eq. Eq. bottom t 7'-5' -- - - - - --- - -- above landing small floods to I light display area, d mmable, swit op and I U of it ------------ ------- -- -moi ----------------------- -------------- ----------A o Exterior floods near s A.3.1 A.3 2 bottom of window, cn switching TBD, confirm with owners A.2.1 I Q � 'K I I I I I I I I C Ln I o I I I I c I I I � I I I I 0 0 I tvn) I 3 �. I I 0 M µ X I „ �, rt I 10) rn rr TI o 0 3 0 0 O Walters Design Studio Architecture Eddy Residence Existing 1st Floor Plan (617)MA&Aoad,Watatowq NA 0247E 886 Salem Street Job No: 1101 (61'n923-4836 E x . 1 . North Andover, MA 01845 Date: 4-21-11 N � I Lnrp0 0) r-r 0 (D3 3 Q. (n I �� a O (D -03 s M 0 0) M N 3 �� IN O Ln M n X r t� 0 Ln N rt ((D u r 1 II I 3 I II C� Q II J II -n I I O II II O II II � II II � II II II II II II II � II II � II I I 0 I I 1 O II I � ''' I I I 2 I II II I I o � I I I ((DD II II II II II II II II II II II II II II II II II II II II IL - - - - - - - - - - - - - - - - - - - - - - - - - - - L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J Walters Design Studio Architecture Eddy Residence Existing 2nd Floor Plan l02A23-4&A°'''W°�°"� MA (61'923-4836 886 Salem Street Job No: 1101 North Andover, MA 01845 Date: 4-21-11 Ex . 1 . 2 1 V C Q ` • r N o L L- 12 12 uj �8 �Q L Attic 4-J II X II L o � C N N O Z - 2nd FI 2nd FI .x .fl L 0o 1st FI 1st FI Garage FI high side = _ Garage FI low side II - II ��II _ _ _ _ _ _ _ _ _ _ II � ,1II II Basemekt� - - - � J L � - - - - - - - - - - - - � � �s ___ _ - - - E�_ - • 1 Existing Front Elevation 2 Existing Side Elevation Ex.2.1 Ln d- U o0 C o N "U_ a Attic VQ� U) > E U -0 L s _0 lD L L CO z 2nd FI U v U i..l 1st FI 0 p Cn Garage FI low side 3 Existing Rear Elevation ; Scale: 1/8"=1'-0" Q s I I Ex.2.1 0 2' 4' 8' 12' v - 1" A.3.1 A.3.2 A.2.3 - Exist E himney 3'-22" b" t18'-2" 41'0 (0 <0 ----------------------------------------------------r-- ,� � Existing closet wall to b remo ed c cn 0� ,� o o -.._ nv 3 'D N ,- N locate existin sack- -� 3'-10" '-10" x was' r/dryer-f L veri ming i -,, Eq. Eq. 3,-0„ W `p v O `n wi nee"d fpl-recess I �a�i z ej W/D II Exist. 3,_0 2 -42 51„ a.0 Cab. FII ht. � Kitchen Alig withexisting u Raised closet floor- see Obset II 1 building section A.3.4 O J� 5 1 Hold back platform edge, 2x3 - 0 A.3.4 0 framing below within doorway 3 A.3.4 stepLL ZD up 7j„ 611 C Dn Wood stair- Oak o a-+ V) Hall treads, painted risers = c , Dn. = Garage - - 10 L - 3 III-, c (n - Note: A.2.2 w CL ai Shelves, ----�P -- - J Existing garage OL M full ht. ____ __ walls and roof to CL i j o Exposed brick _ Mahogany handrail, shape to be removed. N p match existing main stair Existing garage -H chimney in Hall --_ __ foundation walls Stair .y,N -----� O --- -- r_T_ �_______� and floor slab to Gas Family Fireplace i I I I I I remain. I I I I I u, Room A.3.3 I IMI --- Landin i i �, i S�airQ C O I I a OV I 0 Q it I I I I _0 N Closet .,Iry Q) Q� E _00 Up Nm � cu �o ¢ I I 4'-0„ 4'-0„ w _0 �o L I I W 0°00 Z A.3.1 A.3.2 I � 1'-81„ 3,_21„ Eq Eq. ----------------------------------------------------- stair width, wall above clear, chimney A.2.1 to wall framing U t24'-0" Existing foundation wall Legend 1 Proposed 1st Floor Plan Existing walls ° A.1.1 Scale: 1/4"=1'-0" Proposed new walls Q a T . v ■ o M Es ■ 7 TYPICAL ROOF CONSTRUCTION r+ -0 < v '6 -Asphalt architectural shingles 0 w - 'Ice and Water Sheild ' - 3' up from eaves, 2' wide along adjacent walls, 12 A.3.4 wrap 3' up adjacent walls, and on all roof slopes less that 4:12 8 - Roofing underlayment - 30 Ib felt paper or egivalent - 5/8" 'AdvanTech' OSB sheathing `.--I° N - 2x10 rafters @ 16" O.c. Ln - R-30 insulation - 8 1/2" 1/2 Ib density spray polyurethane foam (ocSPF) O • - 2x8 ceiling joists @ 16" o.c. _. °' -J 12 - 1x3 strapping ® t3 Insulation on o 0 0 - 1/2" blueboard with skim coat plaster .3.3 underside of roof deck - Vapor Retarder - Latex.paint on surface of exposed SPF in attic - Latex paint on finished surfaces where SPF completely fills ca ae n walls and cathedral ceilings. i µ 14194, O Attic subfloor bey Ceiling TYPICAL WALL CONSTRUCTION- - - 2nd FLOOR, HALL AND CLOSETS % Ln - Siding - 'HardiPlank' fiber cement lap -J C1 siding, smooth, 7" exposure rn _ - House wrap, seal behind exterior trim i Pendant xtures LL Wall mt�l TV and with 'Ice and Water Sheild' i above stair sconces confirm cn - 1/2" 'AdvanTech' OSB sheathing u, Exposed himne in location ith Q •� MI7 - R-19 insulation- 5 1/2" 1/2 Ib. density o stair hall eyondi owners w m o 1- spray polyurethane foam (ocSPF) I,- M _ : _-_.; °' Exterior wall bey d Wall for built-ins and i ' - 2x6 wall framing �' � - � N ¢ i - gas fire lace unit - 1/2" blueboard with skim coat plaster N r--------� O \ N -Vapor Retarder- Latex paint on N a� r' Display floor- s a e for 36" high guard v�all Q finished surfaces where SPF completely Ln " i - shelves or built-n along stair = _ with wood capOL G rea Robm fills cavities in walls. r%i Existin 2 d Floor ill 0 ^ _ g _ cn o TYPICAL 2nd FLOOR CONSTRUCTION - 3/4" finish flooring _- - - 3/4" 'AdvanTech' OSB T&G decking -------i 'f' - 14" I-joists @ 16" o.c., see dwg S.3 r-------�i i U 00 - R-19 insulation - 5 1/2" 1/2 Ib. density Underside of stair beyond L_______ o spray polyurethane foam (ocSPF) at rim -- ---Ji / i N ¢ boards and underside of floor deck i-------1i // .O W - 1x3 strapping New garage walls ----_____i / 4 L_ ai L - 5/8" fire rated fiberglass faced gyp. uninsulated r--------�i Garagei = O "' o board, tape &float joints. i__- o (unheated) v c - i----- \ i i o �• -5 ¢ TYPICAL WALL CONSTRUCTION- -� \ -H s UNHEATED GARAGE \`y r L- \ -- W 0 0 00 z - Siding - 'HardiPlank' fiber cement lap _ _ _ _ ��\ � \ ----------- _ Existin 1st fl or siding, smooth, 7" exposure �, _ _ _ _ Proposed Hall loor - House wrap, seal behind exterior trim i with 'Ice and Water Sheild' L Storage area r� _ - 1/2" 'AdvanTech' OSB sheathing below la ding Storage o - 2x6 wall framing _ -5/8" fire rated fiberglass faced gyp. i and staff area below � malate Existing foundati Hall floor _H v 1' board, tape &float joints. walls to remain slabhighpt. slab low pt. Existing garage floor slab to remain A.3.3 A.3.4 Existing < foundation wall Proposed Buildin Section • A.3.1 (� ri--- Scale: 1/4"=1'-0" v N 0 M 9 41E � w A.3.4 o r+ to In O Z N 12 e o 0 18 D r, D .3.3 12 ®� 8 ® 12 t5 3tch eave ht - of existing in house C \� Match eave height O vide kick-out ®, of existing a-J V _ flashing at _ _ _ i I s_uhtbn_ori sidewall, typ. underside OT MOT 0 k p1 ' CeilinCz� — MIster Open Q❑❑ broom closet toPlaster wa Is—> wI beyond --> i closet t o 'v V) beyond "0 ;1 ❑❑LILILILI New 1#1 1 !' Shelf with bullnose N Co and Scotia edge connoted Maste a d q Bedrodm CI set o 2 I U ~ 8 12 Existing 2 d floor - - - ;It y o y N Plaster infill ay a below shelf - - - U 00 Exposed brick / C o chimney back e Hooks o / i Closet ❑ / V) 41 53 on Cubbies or / New Extended N > landin adjustable coat laundry 13� E v shelvesH a I I Existing° closet closet v ro Q Proposed Landing floor _ 10" tread, typ door o D o Space for \ -HW O z° :N bench \ Existing is floor Existing_lst floor _ _ _ t _ _ - - - N Proposed Hall floor u r---------- L--------J u I F---------- I U I I slab high pt. I FXist.slab low pt. rl O I � g Existing i A.3.3 A.3.4 � foundation wall Proposed Building Section Q I 1 A.3.2 L" i L--- Scale: 1/4"=1'-0" Town of North Andover � NORTH � O LrD f . BuildingDepartment � 6 t .� P : 4 0 1600 Osgood Street ,�. y:-r+ _ s oG o North Andover MA 01845 � .r. Tel: 978-688-9545 Fax; 978-688-9542 �1coc"w"E A DEMOLITION OF BUILDING AFFIDAVIT �RATBO �sSRCHUS�'t DATE /0 OWNER'S NAME & ADDRESS LOCATION OF PROPERTY TO DEMOLISH DESCRIPTION dQe naove kf!s1,w a Car- CONTRACTOR'S NAME &ADDRESS ar' He. ,ave IV74 DEPARTMENT SIGN-OFFS DEPT. OF PUBLIC WORKS -WATER: SEWER: DEPT OF CONSERVATION HEALTH DEPT: Septic Well HISTORIC COMMISSION GAS ELECTRIC TELEPHONE CABLE TAXES POLICE ' FIRE EXTERMINATOR DUMPSTER-ON/OFF STREET DIG SAFE NUMBER DATE REC'D BLDG. INSPECTOR Doc.form demolition of building affidavit e Y The Commonwealth of Massachusetts I Department of Industrial Accidents .i Office of Investigations :cr2, 600 Washington Street a e js Boston, MA 02111 www-mass gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/individual): i a el ; -,Tc— Address:-.61, c- Address: 61 City/State/Zip: i)ro e" r►'J� D/Sra.,G Phone#: Are you an employer?Check the appropriate box: Type of project(required): l.❑ t am a employer with 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2. 1 am a sole proprietor or partner- listed on the attached sheet.t 7. emodeling ship and have no employees These suis-contractors have 8. �=uil lition working for me in any capacity, workers' comp. insurance. 9. ng addition [No workers'comp.insurance 5. ❑ We are a corporation and its 10.F1 Electrical repairs or additions required.] officers have exercised their 3.❑ t am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers'comp. c. 152, §1(4),and we have no 12.[J Roof repairs insurance required.]t employees.[No workers' 13❑Other comp. insurance required.] *Any applicant that checks boz#I 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 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. 1 am an employer that is prgviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: 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. 1 do hereby certify, under the pains and penalties of perjury that the information provided above is true and correct Signature: �^' �"' f Date: Phone#: 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#: w Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees, Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),ad.dress(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pen-nit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-72.7-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-727-77449 vvww.mass.gov(dia t r 2.2 COST-PLUS-PERCENTAGE-FEE AGREEMENT CONTRACTOR'S NAME: William J. Gray Jr. ADDRESS: 81 Maille Ave. Dracut, Ma. 01826 PHONE: 978-815-4743 FAX: E-MAIL: biligray171@gmail.com LIC #: CS 77182 REG #: 167923 DATE: 10-21-2011 OWNER'S NAME: Robert and Cathleen Eddy ADDRESS: 886 Salem St. North Andover, Ma 01845 PROJECT ADDRESS: 886 Salem St. North Andover, Ma. 01845 I. PARTIES This contract (hereinafter referred to as "Agreement") is made and entered into on this 21 day of October , 2011 , by and between Robert and Cathleen Eddy , (hereinafter referred to as "Owner"); and William J Gray Jr., (hereinafter referred to as ""Contractor"). In consideration of the mutual promises contained herein, Contractor agrees to perform the following work subject to the terms and conditions below: II. GENERAL SCOPE OF WORK DESCRIPTION Garage renovation as described within the attached plans from Walters Design Studio job no:1101 dated 5-25-11 III. GENERAL CONDITIONS FOR THE AGREEMENT ABOVE A. CONTRACTOR'S DUTIES Contractor acknowledges and accepts the relationship of trust implicit in this Construction Agreement. Contractor agrees to use good efforts, judgment, and skills to complete the work according to the Contract Documents referred to in this Agreement. Contractor agrees to furnish competent construction management and administration and to adequately supervise the work in progress. Contractor agrees to complete the work in a timely and workmanlike manner. ,. A/ Contractor Owner wner Contractor represents and warrants the following to Owner: 1. Contractor is financially solvent. 2. Contractor is able to furnish the tools, materials, supplies, equipment, and labor required to complete the work and perform his obligations hereunder and has sufficient experience and skills to do so. 3. Contractor will employ only skilled and properly trained staff for the performance of the work. Contractor will submit a "Rate Schedule for Contractor's Personnel" (see Section H below) which states the name and total rate charged for each of his employees who works on this project. Adjustments to the personnel on this list will be made by Contractor on an as-needed basis and Owner will be informed of all such changes. B. CONTRACT DOCUMENTS The Contract Documents consist of the following documents which are hereby incorporated by reference into this Agreement: 1. This Agreement. 2. Any plans, specifications, or addenda referred to in the General Scope of Work section above. 3. Other: C. EXCLUSIONS This Agreement does not include labor or materials for the following work: 1. PROJECT-SPECIFIC EXCLUSIONS: 2. STANDARD EXCLUSIONS: Unless specifically included in the "General Scope of Work" section above, this Agreement does not include labor or materials for the following work: Plans, engineering fees, or governmental permits and fees of any kind. Additional work required by governmental plan checkers on final ""Red Lined Job Copy of plans that are yet to be issued. Testing, removal and disposal of any materials containing asbestos (or any other hazardous material as defined by the EPA). Custom milling of any wood for use in project. Moving Owner's property around the site. Labor or materials required to repair or replace any Owner-supplied materials. Repair of concealed underground utilities not located on prints or physically staked out by Owner which are . * Cofitractor Owner caner damaged during construction. Surveying that may be required to establish accurate property boundaries for setback purposes (fences and old stakes may not be located on actual property lines). Final construction cleaning (Contractor will leave site in "broom swept" condition). Landscaping and irrigation work of any kind. Temporary sanitation, power, or fencing. Removal of soils under house in order to obtain 18 inches (or code-required height) of clear space between bottom of joists and soil. Removal of filled ground or rock or any other materials not removable by ordinary hand tools (unless heavy equipment is specified in Scope of Work section above), correction of existing out-of-plumb or out-of-level conditions in existing structure. Correction of concealed substandard framing. Rerouting/removal of vents, pipes, ducts, structural members, wiring or conduits, steel mesh which may be discovered in the removal of walls or the cutting of openings in walls. Removal and replacement of existing rot or insect infestation. Failure of surrounding part of existing structure, despite Contractor's good faith efforts to minimize damage, such as plaster or drywall cracking and popped nails in adjacent rooms or blockage of pipes or plumbing fixtures caused by loosened rust within pipes; construction of a continuously level foundation around structure (if lot is sloped more than 6 inches from front to back or side to side, Contractor will step the foundation in accordance with the slope of the lot). Exact matching of existing finishes. Public or private utility connection fees. Repair of damage to roadways, driveways, or sidewalks that could occur when construction equipment and vehicles are being used in the normal course of construction. Cost of correcting errors and omissions by the owner's design professionals and separate contractors. Cost of correcting/testing/remediating mold/fungus/mildew and organic pathogens unless caused by the sole and active negligence of contractor as a direct result of a construction defect that caused sudden and significant water infiltration into a part of the structure. Cost of removing ponding ground water or other unusual concealed site conditions during excavation. Extra costs associated with refusal of caisson drilling, cave- ins, etc. Cost to modify and/or remanufacture custom brackets and other custom-fabricated materials that are manufactured per plans and/or specifications but do not fit properly into the structure. 3. FEES FOR BUILDING PERMITS, PLANS, ENGINEERING & ARCHITECTURAL SERVICES, UTILITY CONNECTIONS, AND SPECIAL TESTING: This Agreement does not include the cost of coordinating or submitting for the permits, fees, and services referred to above. If Owner requests Contractor to coordinate any of these services or obtain any of the permits above, Contractor will perform this work on tW Cofitractor Owner Owner an hourly basis at the hourly rate of: $ 75.00 Owner (not Contractor) is to enter into contracts for all of the above- mentioned services and provide direct payment to the people or agencies contracted with for all of the services and permit fees in the paragraph above. If Owner requests that Contractor meet with Owner and architect or other design professionals to review the construction plans and specifications prior to completion of the final design documents, Contractor will perform this work on an hourly basis at the hourly rate of: $ 75.00 D. DATE OF WORK COMMENCEMENT AND SUBSTANTIAL COMPLETION Commence work: November 2011. Construction time through substantial completion: Approximately 14 to 16 weeks/months, not including delays and adjustments for delays caused by: holidays; inclement weather; accidents; shortage of labor or material; additional time required for Change Order and Additional Work; delays caused by Owner, Owner's design professionals, agents, and separate contractors; and other delays unavoidable or beyond the control of the Contractor. E. EXPIRATION OF THIS AGREEMENT This Agreement will expire 15 days after the date at the top of page one of this Agreement if not accepted in writing by Owner and returned to Contractor within that time. F. CONTRACTOR'S FEE Owner will pay Contractor the Contract Sum consisting of the Cost of the Work as defined in Section H of this Agreement, plus a fixed percentage fee of 12% of the cost of all work as compensation for Contractor's profit and overhead. G. PROGRESS PAYMENTS Based upon applications for payment and all supporting documentation submitted to Owner by Contractor on Thursday of: every week / every other week, Owner shall make a progress payment to Contractor as provided below on the following Friday of every week (the next day). The amount of each progress payment shall be calculated as follows and paid on or before the Friday following the date on which Contractor submitted the payment request/invoice: Add up the total Cost of the Work as defined in Section H below, which Co tr ctor Owner Owner S has been performed during the payment period, add the appropriate percentage of Contractor's Fee, and the total of these two amounts will be due each Friday to Contractor. H. COSTS TO BE REIMBURSED Owner shall reimburse Contractor the Cost of the Work. The term "Cost of the Work" shall mean costs necessarily incurred by Contractor in good faith and in the proper performance of the work. The Cost of the Work shall include the items set forth in this section. 1. LABOR COSTS: Construction workers directly employed by Contractor to perform the construction work ("In-House Labor") will be paid as established by the Rate Schedule for Contractor's Personnel set forth below. This rate schedule is the gross amount to be charged for each worker (any and all applicable labor burden, medical and retirement benefits, bonuses, etc. have been factored into these rates). * Clerical time spent preparing payment applications. 2. CONTRACTOR'S SUPERVISORY PERSONNEL: When Contractor or Contractor's employee is performing both carpentry work and supervisory work, there shall be no duplication of payment for such labor (i.e., payment for both carpentry work and supervisory work at the same time). Owner will be billed for Contractor or Contractor's supervisory personnel performing off-site coordination activities or off-site job-related meetings directly related to the progress of the work. This off-site time billed to Owner shall not exceed 6 hours per week unless the off-site meeting is requested by Owner, or otherwise as agreed to in writing by Owner and Contractor. All accounting work and documentation preparation in connection with payment applications is a direct job cost which will be performed at the rate of $75.00 per hour. Accounting and document preparation work is guaranteed not to exceed 4 hours per payment application. 3. COST OF TIME SPENT PICKING UP MATERIALS AND MOBILIZING JOB: Time spent by Contractor and his employees at lumberyards and material supply houses (including travel time to and from) to pick up materials, and time required to move tools and equipment onto the job site at the start of the project and away from the site at the end of the project, is part of the Cost of Work. �/,i1111 — — CC-� k. C ntractor Owner OwAr 4. SUBCONTRACT COSTS: Payments made to Subcontractors to properly advance the project work is part of the Cost of Work for the project. S. COST OF MATERIALS INCORPORATED INTO THE PROJECT: The cost of materials and equipment (and applicable sales tax, freight, or delivery charges) incorporated into the completed project is part of the Cost of the Work for the project. Any unused, excess materials shall be returned to the supplier for a credit. This credit will be issued to Owner along with the next billing by Contractor. Minor waste of materials is typical for every construction project and is considered a part of the Cost of the Work. 6. COSTS OF OTHER MATERIALS, EQUIPMENT, TEMPORARY EQUIPMENT, TAXES, SECURITY, AND RELATED ITEMS: a. The cost of temporary fencing, temporary sanitation, monthly utility fees paid directly by Contractor, and rental equipment, including the costs of transporting and installing the equipment (if required). b. The cost of consumable supplies-which are consumed during the course of the project, e.g., circular saw blades, chalk, string line, reciprocating saw blades, wood stakes, forming lumber, pencils, etc.). No power tools or capital equipment will be paid for by Owner. Upon request by Owner, leftover consumable supplies will become the property of Owner at the end of the project. c. Costs of removal of debris from the site, and hauling and dump fees. d. Phone company charges for business-related phone calls. e. The cost of all taxes on the project itself imposed by local, state, or federal agencies related to the work (not including taxes on employees and subcontractors which have already been factored by Contractor into the labor rates above). f. Security costs required by Owner or deemed essential by Contractor. 7. EMERGENCY REPAIRS AND PRECAUTIONS: The Cost of the Work shall also include any actions taken in case of an emergency to prevent threatened damage, injury or loss to persons and property on the job site. I. COSTS NOT TO BE REIMBURSED The Cost of Work shall not include: 1. Any general insurance costs and state and federal taxes of Contractor (e.g., worker's compensation, comprehensive general liability insurance, Q//, /� Ci(> C ntractor Owner caner auto insurance, health insurance, or labor burden expenses such as state and federal employer taxes, etc.). Contractor has factored these costs into the Rate Schedule for Contractor's Personnel in Section III.H.1, above, or these costs will be paid out of Contractor's profit and overhead percentage. 2. Travel time to and from the job site for Contractor and his employees. Costs associated with travel time such as: gas, vehicle maintenance, mileage payments, vehicle insurance, etc. 3. Costs to purchase, repair, and maintain Contractor's tools, vehicles, and equipment. 4. Cellular phone charges (unless specifically agreed to in writing by Owner and Contractor). J. SUBCONTRACTS AND OTHER AGREEMENTS Any portions of the work that Contractor chooses to subcontract shall be performed under appropriate agreements with Contractor. Contractor will allow only skilled Subcontractors who are properly licensed, bonded, and insured in accordance with the terms of this Agreement to perform work on this project. K. ACCOUNTING RECORDS Contractor shall keep full and detailed accounts and exercise such controls as may be necessary for detailed and responsible financial management of all aspects of this Agreement. L. WORK PERFORMED BY OWNER OR OWNER'S SEPARATE CONTRACTORS AND MATERIALS FURNISHED BY OWNER Contractor to supervise, coordinate, and charge profit and overhead at the rate of I)-- % on all of the following: all Owner-furnished materials and the cost of the work of Owner's separate contractors who are working on-site at same time as Contractor (any time in between when Contractor has commenced work and when the work is 100% complete by Contractor). Exceptions to the Contractor charging profit and overhead on Owner- supplied materials and Owner's separate contractors are strictly limited to the following: M. CHANGES IN WORK AND ADDITIONAL CONTRACTOR'S FEE During the course of the work, Owner may request Contractor to perform Additional Work. Owner may also alter the selection of products or building design. All such changes in the work will be performed by 4,/w 6,67 /, confrahor Owner 0wn Mr Contractor according to the terms and conditions in this Agreement. In addition, Contractor will charge profit and overhead — either at the rate set in this Agreement or at the rate of 12% — on all Subcontractors designated by Owner to work on the project up until the point in time when Contractor has completed all of his work under this Agreement. N. MISCELLANEOUS CONDITIONS 1. OWNER COORDINATION WITH CONTRACTOR: Owner agrees to promptly furnish Contractor with all details and decisions about unspecified construction finishes, and to consent to or deny changes in the Scope of Work that may arise so as not to delay the progress of the Work. The cost of any delays in furnishing design decisions after construction has commenced will increase the contract amount consistent with any additional costs incurred by Contractor. Delays in furnishing design decisions after construction has commenced will also increase the contract time. Owner agrees to furnish Contractor with continual access to the job site. 2. INTEREST CHARGES: Interest in the amount of 18% per month will be charged on all late payments under this Agreement. "Late Payments" are defined as any payment not received within 7 days of receipt of invoice from Contractor. 3. CONTRACTOR NOT TO BE RELIED UPON AS ARCHITECT, ENGINEER, OR DESIGNER: Contractor is not an architect, engineer, or designer. Contractor is not being hired to perform any of these services. To the extent that Contractor makes any suggestions in these areas, Owner acknowledges and agrees that Contractor's suggestions are merely options that Owner may want to review with the appropriate design professional for consideration. Contractor's suggestions are not a substitute for professional engineering, architectural, or design services, and are not to be relied on as such by Owner. Contractor is not responsible for ascertaining whether details in Owner's plans conform to all applicable building and planning codes. Contractor is not responsible for the cost of correcting errors and omissions by Owner's design professionals and separate contractors. 4. LIEN RELEASES: ,Upon request of Owner, Contractor and subcontractors will issue appropriate lien releases prior to receiving final payment from Owner. Contractor Owner ner O. WORK STOPPAGE AND TERMINATION OF CONTRACT FOR DEFAULT Contractor shall have the right to stop all work on the project and keep the job idle if payments are not made to Contractor strictly in accordance with the Payment Schedule in this Agreement, or if Owner repeatedly fails or refuses to furnish Contractor with access to the job site and/or product selections or information necessary for the advancement of Contractor's work. Simultaneous with stopping work on the project, Contractor must give Owner written notice of the nature of Owner's material breach of this Agreement and must also give Owner a 14-day period in which to cure this breach of contract. Owner to follow this same notice procedure with Contractor if Owner alleges Contractor is in material breach of this Agreement. If work is stopped due to any of the above reasons (or for any other material breach of contract by Owner) for a period of 14 days and Owner has failed to take significant steps to cure his default, then Contractor may — without prejudicing any other remedies Contractor may have — give written notice of termination of the Agreement to Owner and demand payment for all completed work and materials ordered through the date of work stoppage and any other reasonable loss sustained by Contractor, including Contractor's Profit and Overhead at the rate of 12% on the balance of the incomplete work under the Agreement. Thereafter, Contractor is relieved from all other contractual duties, including all Punch List and warranty work. P. DISPUTE RESOLUTION AND ATTORNEY'S FEES Any controversy or claim arising out of or related to this Agreement involving an amount less than $5,000 (or the maximum limit of the Small Claims court) must be heard in the Small Claims Division of the Municipal Court in the county where the Contractor's office is located. Any dispute over the dollar limit of the Small Claims Court arising out of this Agreement shall be submitted to an experienced private construction arbitrator that shall be mutually selected by the parties to conduct a binding arbitration in accordance with the arbitration laws of the state where the project is located. The arbitrator shall be either a licensed attorney or retired judge who is familiar with construction law. If the parties can not mutually agree on an arbitrator within 30 days of written demand for arbitration then either of theP arties shall submit the dispute to binding arbitration before the American Arbitration Association in accordance with the Construction Industry Rules of the American Arbitration Association then in effect. Judgment upon the award may be entered in any Court having jurisdiction thereof. W/ Contractor Owner Ow er The prevailing party in any legal proceeding related to this Agreement shall be entitled to payment of reasonable attorney's fees, costs,,and post-judgment interest at the legal rate. Q. INSURANCE Owner shall pay for and maintain 'Course of Construction" or ""Builder's Risk" or any other insurance that provides the same type of coverage to the Contractors work in progress during the course se of the project. It is P 9 9 P J Owner's express responsibility to insure dwelling and all work in progress against all damage caused by fire and Acts of God such as earthquakes, floods, etc. R. WARRANTY Thank you for choosing our company to perform this work for you. Your satisfaction with our work is a high priority for us, however, not all possible complaints are covered by our warranty. Contractor does provide a limited warranty against material defects on all Contractor- and subcontractor-supplied labor and materials used in this project for a period of one year following Substantial Completion of all work. This warranty covers normal usage only. You must contact the Contractor at the address on page one of this Agreement in writing for warranty service immediately upon discovering an item in need of warranty service. If the matter is urgent, you must also call the Contractor and send written notice of the need for warranty service. Failure to notify the Contractor of the need for warranty service within ten days of discovery of a warranty item may void this warranty. Additionally, Owner's hiring of others or direct actions by Owner or Owner's separate contractors to repair a warranty item are not covered by this warranty and will not be reimbursed by Contractor. No warranty is provided by Contractor on any materials furnished by the Owner for installation. No warranty is provided on any existing materials that are moved and/or reinstalled by the Contractor within the dwelling or the property (including any warranty that existing/used materials will not be damaged during the removal and reinstallation process). One year after Substantial Completion of the project, the Owner's sole remedy (for materials and labor) on all materials that are covered by a manufacturer's warranty is strictly with the manufacturer, not with the Contractor. Repair of the following items and related damages of every kind are specifically excluded from Contractor's warranty: problems caused by Ccr Contractor Owner OvVner lack of Owner maintenance; problems caused by Owner abuse, Owner misuse, vandalism, Owner modification, or alteration; and ordinary wear and tear. Damages resulting from mold, fungus, and other organic pathogens are excluded from this warranty unless caused by the sole and active negligence of contractor as a direct result of a construction defect which caused sudden and significant amounts of water infiltration into a part of the structure. Deviations that arise such as the minor cracking of concrete, stucco, and plaster; minor stress fractures in drywall due to the curing of lumber; warping and deflection of wood; shrinking/cracking of grouts and caulking; fading of paints and finishes exposed to sunlight are all typical (not material) defects in construction and are strictly excluded from Contractor's warranty. THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY, OR FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL, INCIDENTAL, AND SPECIAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND FEDERAL LAW. SOME STATES RESTRICT LIMITATIONS ON VARIOUS WARRANTIES AND SO A CONSUMER'S RIGHTS UNDER THIS WARRANTY MAY VARY. THIS LIMITED WARRANTY MAY NOT BE VERBALLY MODIFIED BY ANY PERSON. THIS LIMITED WARRANTY IS GOVERNED BY THE LAWS OF THE STATE WHERE THE WORK WAS PERFORMED. S. ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION This Agreement represents and contains the entire agreement between the parties. Prior discussions or verbal representations by the parties that are not contained in this Agreement are not a part of this Agreement. I have read and understood, and I agree to, all of the terms and conditions in the Agreement above. [-/��//-�/* 1,41-z DATE C . NTRACTOR SIGNATURE DATE ""0 NER'S SIGNA URE Contractor Owner Ow r Board of.Building Regulations and Standards Construction Supervisor License License: CS 77182 Restricted to. 00 WILLIAM J GRAY JR 81 MAILLE AVE A.,p DRACUT, MA 01828 - -�-' Expiration: 5/4/2012 0 isvionel, Tr#: 23781 ^��...-..^r....,.,.•. .�^:r,-.u,..w ,,��� ,/� a on Officeo f o mer A ajrs 8i� inesy egp HOME IMPROVEMENT CONTRACTOR Registration: 187923 Type: Expiration: ,`1+1/1:7/2012 DBA RAY CONySTF2l�GTI9N WILLIAM._ .GRAY ..�. -=-°�,.•�__,_; . $1 MAILLE AVE. -rte_ bRACLiI,MA 01826' Undersecretary h