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Miscellaneous - 60 ROCKY BROOK ROAD 4/30/2018
60 ROCKY BROOK ROAD �� 210/090.q_0001_0000.0 �1� �4 i _ • f p , . 4. .i.,., _.._::_:__...�.,. .�..� � �._.��_' �. ,•. CERTIFICATE OF USE & OCCUPANCY Town ofNorth Andover Building Permit Number Date 1r7 7 THIS CERTIFIES THAT THE BUILDING LOCATED ON �vf � &00� MAY BE OCCUPIED AS S llrcl k F,4,m`�� a��ll ovCkit IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. "°0 " CERTIFICATE ISSUED TO Ly� u l l alene-S ��Cs ,,. ao 9 q a .t e, c 3 ,� � ADDRESS 3 61- • i � Gam' `""S Building Inspector 77m - - -- - r itAORTH 0XVIM . ® 0� dover No. �'to �OCHI E " dover, Mass., <,9SDRATED pG��S aV_)/lam/z BOARD OF HEALTH Food/Kitchen Septic System B LDING INSPECT THIS CERTIFIES THAT...® . .419—CL �.�. ............ WI es N .....................................,..... Foundation /f/'►� �`� has permission to erect...................(.................... uildings on . ...�. �#.�.d.It. o� ..BhoOK...1 RoughJ�, a 9fto be !N !dee Q rE Occupied as 1 �. Chimney�yl/N s provided that the person accTpting this permit shall in every respect conform to the terms of theapplication on file in PEI�iMIT T D 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 INSPE OR VIOLATION of the Zoning or Building Regulations Voids this Permit. ug S o C IZ a PERMIT EXPIRES IN 6 MONTHS a�� ELECTRIC INS l C UNLESS CONSTRUCTI SPR.T.S.. ouAA 'A 10 '"' ............. ....... ... A...... .................... EC � j- BUILDING INSPECTOR Occupancy Permit Required t0 Occupy Building GAS INSPECTOR ` Display in a Conspicuous Place on the Premises — -Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner a. J(Street G" SEE REVERSE SIDE smoke Det. f y /757 Location l 1 No. 0 Date MORTh TOWN OF NORTH ANDOVER Certificate of Occupancy $ ©� Building/Frame Permit Fee $ � H Foundation Permit Fee $ s�CHU Sewer Connecti&69 A) ca r, Water 6,&nectio�`�Fe « $h I06Z f SURO ER COVE '( �.Q�uildin nspe r, 2 5 o8, -'Div. ?i6 Works [-)I?RMIT NO. C) APPLICATION FOR PERMIT TO I3UILI)**** ***NORTIi ANDOVER, MA AI11'NO. Lt)f.NO. / 2. REC0RD0F0\5'NERSIIII' DATE BOOK PAGE !OhE SUB DIV. J.OI'Nt): ,tel 1 1.0 CA LION / / O A Pl1RPOSE OF BIJII.DING 5-,1, ()WNER'S NAME v % � NO.OF S f(N21L•S 1ZE 3 a 00 S ti ()\VNER'S ADDRESS3� S' , BASEhIEF7f OR SLAB laZve-ZJr��y�� ND RD ARCI BI ECI'S NAME O SIZE OF FI.CM TIMBERS X./i7 1 y l p 2 ';2Y9 3 BI)ll DL:R'S NAME SPAN 1411 DISI ANC E TONEAREST BUILDING DIMENSIONS OF SILLS / ,v 114ew 1)15 fANCE FROM SIIRIA-I' DIMENSIONS OF POST S DISI ANCE FROM I-OT LINES-SIDES p r.' REAR j 00 Z DIMENSIONS OF GIRDERS a��a'� A.7Gall n AREA OF LOT b �y FRONTAGE 150 -If- IIEIC,IIT OF FOUNDATION 1/J THICKNESS IS Bi11LDtN<i NEW /�S :SIZE Of I:O(JIING T� X J (f ISBUILDINGADDIII(NI �(/6 MAIERIAI.OFCIIIMNEY y` IS BUILDING ALTERATION IS BUILDING ON SOLID O RTILL.ED LAND WILL BUILDING CONFORM TO RI7QX11REMENI S OF CODE S IS BUILDING CONNECTED I'0TOWN WATER BOARD OF APPEALS ACI-ION, IF ANY IS BUILDING CCN4NECI"FD TO TOWN SEWER ✓Q IS BUILDING CONNECTED TO NAI'URAL GAS LINE INS TIUCTIONS 3. PROPERTY INFORrIAIION LAND COST EST. BLDG.COST 5 02 qOf0i 4 PAG{i GILL Ol IT SECII(NJS 1-3 EST.,BLDG.COST PER SQ.FT. ES F. BI 4)0.,COS I PER ROOM EI EC-I IC METERS MIl1S'I'BE ON(xTT$IDE(N BUILDING SEPIIC PERMIT NO. 1 A-1-1 ACI IED GARAGES MUST CONFORM 7O STATE FIRE RE(it)LA'IICNNS 4�-APPROVE!)BY: PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECT(>Il G 'j/ BUII.1)I .INSPEC TOR - -, DATE FILED ' OWNERS IEI.a.:. �25 . ,�'-- �j Q 57 !cam 759 (� •©c� 'I 'n 1l- CONTRA L1.M 2 9 SI(;NAI'UIII � Ow '07 ^^" _ tv L71114 in HE P) RAIU-t ARAN 1�){D 19 -- I� ORTH Town o Andover0 0-1 No ndover, Mass., Aj /a/ go T O - LAKE � COC MICKE-ICK �DRATED P•?ak SSAC 1.9USE IT FOR EXCAVATION ACDFOUNDATION THIS CERTIFIES THAT ....0J..VA0.. . . .. .w .......... ...... POOP'S............ ......G J-4��Jj has permission to excavate and pour foundan at Ad �� 54!..4 for the purpose of..... .� ............ .. .., W!!I-..l/... ........... /�..... ...... ......... The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. C. BUILDING INSPECTOR Town of o L dover . No. .0p �A-COC Q dower, Mass., jYqF 0RATEo S S� 7 BOARD OF HEALTH Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT...D .I�.N.... .�. ...........4;�rN1 S N C BUILDING INSPECTOR ... ..................... '.""" . "." """"". Foundation ............... ..... has permission to erect...................�................... uildings on ... .......1 15� .`.d.. k09A 13 OOK Rough ............. to be occupied as......51...... . . 'SC..... p Ems. N �.. �............. ....... .� .`......�~....�......�..... .�.�...... .�.......� Chimney provided that the person acc�pting this permit shal in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough C PEP,-Vll 1 EIli"MS IN 6 MONTHS i L 1S Final �3 UNLESS CONSTRUCTIJ ST TS ELECTRICAL INSPECTOR Rough ......it Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal 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. t-UhM U - LU I RLLEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvalslpermits from Boards and ^Apartments having jurisdiction have been obtained. This does not relieve the applicant andlor landowner from compliance with any applicable or requirements. "d"" APPLICANT FILLS OUT THIS SECTION T a APPLICANT 1JA/el,vi m_ Iz-iG PHONE ' LOCATION: Assessors Map Number 0 PARCEL I �y SUBDIVISION '� LOT(S) I• STREET ST. NUMBER&o OFFICIAL USE ONLY RECOMMENDATIONS OF TOWN AGENTS: • • CONSERVATION ADMINIS RATOR DATE APPROVED DATE REJECTED COMMENTS , in- . TOWN PLANNER DATE; APPROVED DATE REJECTED COMMENTS i FOOD INSP.EC7170R-HEALTH ' DATE APPROVED DATE REJECTED TIC IMS'PECTOR-HEALTH DATE APPROVED ' fl DATE REJECTED l COMMENTS PUBLIC WORKS -SEWERIWATER CONNECTIONS_ DRIVEWAY PERMIT ,(, FIRE DEPARTMENT 6 3 4? :l I RECEIVED BY BUILDING INSPECTOR DATE -_ i NO 861 APPLICATION FOR WATER SERVICE,CONNECTION North Aridover, Mass. � �� J 19 Application by the undersigned is hereby made to connect with the town water main in— , '� Street, subject to the rules and regulations of the Division of Public Wookks. The premises are known as No. Street or subdivision lot no. /4- Irz OwnerAddress Contractor Address Apprcant'/Signature lv� - PERMIT TO CONNECT WITH WATERT MAIN The Board of Public Works hereby grants permission to to make a connection with the water main atStreet subject to the rules and regulations of the Division of Public Works. Board of Public Works By Inspected by Date See back for rules and regulations RULES AND REGULATIONS GOVERNING THE INSTALLATION OF WATER SERVICES 1. No persons shall tap or in any way tamper with water mains which are part of the distribution system of the Town of North Andover without a valid permit from the Division of Public Works. 2. All water services shall be installed a minimum of five feet below the finish grade. 3. No water services shall be backfilled without inspection by a representative of the D.P.W.—Telephone 687-7964. 4: Service connections shall be 1" type k copper tubing. 5. All fittings shall be brass flange type Mueller or equal H 15202 Corporations H 15212 Curb stops H 15402 Three part unions H 8185 stop and waste valves 6. Curb boxes shall be installed at the property line and shall be of the Erie Type with 4�/z foot rod and brass plug type cover. TOWN OF NORTH ANDOVER, MASSACHUSETTS DIVISION OF PUBLIC WORKS 384 OSGOOD STREET, 01845 GEORGE PERNA Telephone(508)685-0950 DIRECTOR Fax(508)688-9573 � µORTIy 0 "UEO 0 t � O �•9 pO4A TE 0'PP y�y SSA HUSE� DRIVEWAY PERMIT Date: LOCATION: �oc BUILDER: P hone: OWNER: phone: ' The North Andover Superintendent of Highway Utilities&Operations MUST be notified of the grade and set-back from street established in any driveway entry onto any street or way maintained by the TOWN. Call the Highway Superintendent's Office, before finish grading and surfacing for approval of such entry. FAILURE TO COMPLY AND OBTAIN APPROVAL VOIDS THIS PERMIT. Remarks: Approval: .� x Growth Management Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The building applicant shall provide all of the necessary information as requested below. Name of Applicant on Building Permit(below) Address of Property for Permit(b o ) v✓VG° t'1 Nk 2 C% d b p and trarcel : Purpose of Application (check below) Phone Number o Applic t Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the Building Permit. Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building Department and is only officially accepted when the Building Permit ig issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement,restoration, or reconstruction of a dwelling in existence as of the effective date of this by-law, provided that no additional residential unit is created. Y_The lot(s)were/was created prior to May 6, 1996 are exempt from the provisions of this Section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and/or moderate income families or individuals,where all of the conditions of 8.7.6.care met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. For purposes of this Section"senior"shall mean persons over the age of 55. This application is a part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density,(buildable lots),below the density,(buildable lots),permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction,dedication to the Town,or other similar mechanism approved by the Planning Board that will ensure its protection. adjThis application represents a tract of land existing and not held by a Developer in common ownership with an acent parcel an the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for building permits,(i.e.all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EXEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attached building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off of an above item which does not comply,whether done to my knowledge or no is grounds for refusal by the Building Department to issue a Building Permit. ignatur a wn r Authan ed Agent who Signe the Attached Building Permit ate -! !�99 This form must be attached to the Building Permit upon application for such permit I I I I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2•,01 I I I I ` I Checked by/Date I I I II CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached, HEATING SYSTEM TYPE: Other. (Non-Electric Resistance) DATE: 4-14-1999 TITLE: ' Classic 1, rse Plan #1722-12206 PROJECT INF0'RMA`,ION: 28 x 36 Colonial 3,296 sq. ft. I COMPANY INFORMATION: Ogunquit Homes 770 Boxford St. N• Andover, MA 01845 1978-685-6028 COMPLIANCE: PASSES Required UA = 649 Your Home = 575 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA --------------=---------------------------------------------------------------- CEILINGS 1656 30.0 0.0 58 WALLS: Wood Frame, 16" O.C. 3397 15.0 0.0 261 GLAZING: Windows or Doors 438 0.340 149 GLAZING:' Windows or, Doors 12 0.460 6 GLAZING: Windows or Doors 14 0.560 8 DOORS 20 0.140 3 DOORS 18 0.310 6 DOORS 17 0.350 6 FLOORS: Over Unconditioned Space 1648 19.0 0.0 78 HVAC EQUIPMENT: Furnace, 84.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations 1 submitted with the (permit application. The proposed building has been d,esigned ,to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined. using the 'applicable Standard Design Conditions found in 'the Code. The HVAC equipment selected to heat or cool the building shall be no greater 'than 125% of the design load as specified in Sections 780CMR 1310 ,a J4• 1 n� Builder/Designer 6,r _ Date / /7 ❑ / I 1 I ' { MAScheck INSPECTION CHECKLIST r, r Massachusetts Energy Code MAScheck Software Version 2.01 Classic House Plan #1722712206 DATE: 4-14-1999 Bldg• I Dept• I Use I I I CEILINGS: E 3 I 1• R-30 I Comments/Location I WALLS: E 3, '1 1• Wood Frame, 16" 0•C• , R-15 I Co'mments/Location I I WINDOWS AND GLASS DOORS: E 3 1 1- U-value: 0.34 I For windows without labeled U-values, describe features: I # Panes Frame T pe Thermo Break? E 3 Yes E 3 No I Comments/Location 7 t�Q k ice'=J �• ��. w�3�y (� P:o '� 01 V. Lr; E 3 1 2• U-value: 0.46 I 'For windows without labeled U-values, describe features: I # Panes Frameype Thermal Bre -P E 3 Yes E 3 No I Comments/Location 4 irT %,, RIS Gq567 ✓1>%NT ✓ � ° JiJSuL• ��� �iT� E 3 1 3• U-value: 0.56 I For windows without labeled U-values, describe features: 1 # Panes ' Frame Tpe Thermal Break? E 3 Yes E 3 No I Comments/Location yl)aLL.. krs i I DOORS: E 3 I 1• U-value: 0.14 I Comments/Location E 3 1 2• U-value: 0.31 f I Comments/Location LK-7"(0k t Jj fG S E 3 1 3.1 U-value: 0.35 I Comments/Location /MM I I FLOORS: E 3 1 1. Over Unconditioned Space, R-19 I Comments/Location 11 HVAC EQUIPMENT: E 3 1 1• Furnace, 84.0 AFUE or h�•jgher 1 Make and Model- Number lNE.S! (/r 5F4Y4 22 I I AIR LEAKAGE: E 3 1 Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: 1 1• Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and' sealed or I gasketed to prevent air leakage into the unconditioned space. i 1 2• Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air, movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I , VAPOR RETARDER: E I I Required on the warm-in-winter side of all non-vented framed I ceilings, walls„and floors. I MATERIALS IDENTIFICATION: E '1 I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be 1 provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I 'DUCT INSULATION: E I I Ducts shall be insulated per Table J4.4.7.1• I DUCT CONSTRUCTION: E •1 I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I ' omitted where gaps are less than 1/8 inch, Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I , I TEMPERATURE CONTROLS: E ]I I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I - and/or cooling input to each' zone or floor shall be provided. I HVAC EQUIPMENT SIZING: ' E, 1' I Rated output capacity. of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 7.80CMR 1310 and J4.4• i. E 3 I -SWI,MMING POOLS': I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock• 1 E ]I I HVAC' PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must.be insulated to the following levels (in! ) : I I, PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4 I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 1 1 I COOLING SYSTEMS: " I Chilled water or 40-55 0.5 0.5 0•?5 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I E 3 1 CIRCULATING HOTWATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in. ) : ' I PIPE SIZES (in. ) 1 NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) :� RUNOUTS 0-1" 1 0-1-25" , 1.5-2.0" 2.0+" 1 170-180 0.5 1 1.0 1.5 2.0 I 140-160 0.5 1 0.5 1.0 1.5 I 100-130 0.5 1 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- a , I Project Plumber & Title: OZZ -/Z206�> CaRcnlations for. Square Footage(s) of Ceilings) Flat Celling �� 'E T L2 � I Le!nth L) LI .+ L2 + 1-3) X, W = Area Width(W) Elan view L X W = Area vaulted or Cathedral Ceiling W L2 Area#I--� �-Area#I --- - _ _ Area#2, Area #I Area l2 Section LIXWX # of areas LI X W X # of areas >a m Area#4I Area#21 e r Area#I Plan V fem Area KI Area 014 Area #2 + Area #3 Area #4 = Total Sq- Ft. Area #3 Area #4 I LI X W X # oF areas LI X W X # oF areas Work Area 10 x 7v ti alb x zz> +Cz0 xL8)+ I 1 I , Golonfal DraFtlrg Services I 110,Main St.,Unit#2o4, Tewksbury,MA 01816 (2118)851-1330 I ' I • • I ' r I � I Project Number & Title: 1742- rZZ (Cakulations for Square Footage of W aRls A A I N lst Floor Plan E3 p 2nd FIQQr�J�n 5 N3 C Cs F p C F Perimeter I (PI) = A + 13 + G + Perimeter 2 (P2) = A + B N2+ G + Q i 2nd Floor — D + E + F + G H NI P1 X HI = Ist Floor wall area (Al) P2 X H2 = 2nd Floor perimeter area (A2) Ist Floor P3 X 143 = 2nd floor wall area (A3) I Al + A2 + A3 = Total wall area Int Work Area '. i3•v� / 1 AiD (/b + 4u+ 3� + Z + 16 t Z,4 t (b Z t FLoo/L �b x , 8 3 = iS9, 3� I I 6G -i-q4 +310 + L 4-I6 *zq +-1(b +2 tZo 3.7 I , Colonial DrartInarting ' I SeMces 110 Main St.,Unit#204 Tewksbug,MA 01816 (918)851-1330 • I Project Number & Title: l�zz-lz7oco Calculations for Windows & Doors table of areae for Double Hung windows ?able of areas for Casement windows APPROXIMATE WIDTH APPROXIMATE WIDTH 1'10" 2'2" 2'6" 2'8" 2'10" 3'0" 3'2" 3'4" 3'6" 1'5" 1'8" 2'0" 2'4" 210" 3'0" 3'5" 4'0" 4'9" 6'0" >3'5" 6.26 7.41 8.54 9.11 9.78 10.25 10.92 11.38 11.96 2'0" 2.83 3.34 4.0 4.66 5.66 6.0 6.83 8.0 9.5 12.0 -0 3'9" 6.87 8.13 9.38 10.0 10.61 11.25 11.88 12.49 13.13 2'4" 3.26 3.89 4.66 5.43 6.59 6.99 7_96 9.32 11 .07 13.98 O 4'1" 7.47 8.85 10.21 10.89 11 .6712.25 12.93 13.60 14.29 X 3'0" 4.25 5,01 6.0 6.99 8.49 9.0 10.25 12.0 14.25 18.0 3 4'5" 8.18 9.57 11.04 11.78 12.6213.25 14.10 14.71 15.58 D 3'5" 4.84 5.71 6.83 7.96 9.67 10.25 11 .68 13.6716.23 20.5 4 4'9" 8.80' 10.29 11 .88 12.67 13.57 14.25 15.16 15.82 16.75 4'0" 5.67 6.68 8.0 9.32 1 i.32 12.0 13.67 16.0 19.0 24.0 5'1" 9.30 11.02 12.71 13.56 14.39 15.25 16.10 16.93 17.79 m 50" 7.08 8.35 10.0 11 .65 14.15 15.0 17.09 20.0 23.75 30.0 m (,5'5" 10.03 11.74 13.54 14.45 15.46 16.25 17.28 18.04 19.09 =5'5" 7.67 9.05 10.83 12.62 15.33 16.25 18.51 21 .67 25.73 32.5 6'1" 1 1 .13 13.18 15.21 16.22 17.22 18.25 19.26 20.26 21.29 �6'0" 8.5 10.02 12.0 13.98 i 6.98 18.0 20.5 24.0 28.5 36.0 i Calculation table for D.H.windows Work Areacalculationtable for Casement windows Unit size Area of unit X quanity Total Unit size Area of unit X quantL9 • Total Z1(0 ICA Z 3 Z'1f Z'►o X `I�< (Z.ioZ ly 17�.l0 3 432 ,',o Calculation cable For other glazing Calculation table For Glass Doors g 9 i Unit size Area of unit X quantty Total Unit size Area of unit X quantty Total Calculation table For exterior doors Calculation table for interior doors Door size Area of unit X quantty Total Door size Area of unit X quantty Total Zo i colonial Total area of exterior doors Total area of interior doors brolting 2 '6" = 16 .67 5'0" = 33 .35 Services 170 Man St,Unit#204 2'8" = 17 .81 6 '0" = 40 .00 Tewksbury,MA 01876 3'0" = 20 .0 8'0" = 53 .36 (978)851-7330 Area of various doors (6618" het ht) I I Project Number & Title: )� ?- o(o Calculations for windows & Doors Table of areas for Double Hung windows Fable of areas for Casement windows APPROXIMATE WIDTH APPROXIMAT,E'WIpTN 1'10" 2'2" 2'6" 2'8" 2'10" 310" 32" 3'4" 3'6" 1'5" 1'8" 2'0" 2'4" 2'10" 3'0" 3'5" 4'0" 4'9" 6'0" 3'5" 6.26 7.41 8.54 9.11 9.78 10.25 10.92 11 .38 11.,96 1>2'0" 2.83 3.34 4.0 4.66 5.66 6.0 6.83 8.0 9.5 12.0 3'9" 6.87 8.13 9.38 10.0 10.61 11.25'11.88 12.49 13.13 2'4" 3.26 3.89 4.66 5.43 6.59 6.99 7.96 9.32 11 .07 13.98 4'1" 7.47 8.85 10.21 10.89 11 .6712.25 12.93 13.60 14.29 X 3D" 4.25 5.01 6.0 6.99 8.49 9.0 10.25 12.0 14.25 18.0 X fj 4'S' 8.18 9.57 11 .04 11 .78 12.62 13.25 14.10 14.71 15.58 A 3'5" 4.84 5.71 6.83 7.96 9.67 10.25 1 1 .68 13.67 16.23 20.5 1 4'9" 8.80 10.29 1 1 .88 12.67 13.57 14.25 15.16 15.82 16.75 rn 4'0" 5.67 6.68 8.11 9.32 11 .32 12.0 13.67 16.0 19.0 24.0 M 11: 5'1" 9.30 11.02 12.71 13.56 14.39 15.25 16.10 16.93 17.79 m 5'0" 7.08 8.35 10.0 11.65 14.15 15.D 17.09 2D.0 23.75 30.0 m (l 55" 10'.03 11.74 13.54 14.45 15.46 16.25 17.28 18.04 19.09 5, 55" 7.67 9.D5 10.83 12.62 15.33 16.25 18.51 21.67 25.73 61" 11.13 13.18 15.21 16.22[17.22 18.25 19.26 20.26 21.29 6'0" 8.5. 10.02 12.0 13.98 16.98 18.0 20.5 24.0 28.5 36.0 u ark Area Calculation table for D.N.windows Calculation table for Casement windows Unit size Area of unit X quanfty - Total Unit size Area or unit X quanlly Total 2',ox�,� 13 s , 3 t�6.�{1 3'�(, s'c� Ii•�� I il' � 0IsX y �i 3�'. �3 I .�8 1Z Q ,go z'fo ZI,�� Z,16 x PS� (Z.loz-, !y 17(o.to u 3 Calculation table for Glass Doors Calculation table For other glazing Unll elze Area or unit X quanfty Total Unit size Area or unit' X quanfty • Total 13.3 I Calculation table For exterior doom Calculation table For interior doors Door size Area or unit X quanlly Total Door size Area or unit X quanity Total 3 20 1 Zo (2,3► ' Colonial Total area or exterior doors Total area or interior doors Drafting Services 2'6" = 16 .67 5'0" = 33 .35 170 Man St.Unit,#204 2 '8" = 17 .81 6'0" = 40 .00 Tewksbury,MA 01876 3'0" = 20 .0 8'0" == 53 .36 (978)851-7330 Area of Various doors, WO" hei ht) Y qqw ,.WUNQU L T HOMES 770BOXFOR�D STREET J.I NORTH ANDOVER, MA 01845 Es -a -es• • • • ocky Lot -9 NoAn-�d 'dh -t s Olb, over, M. assa use t �A --_ --•�flll m '■■■ -�!■■® �� _ ■■■ :iiir�- �---iiia--- � ■■■ � -_;-�■■� � -- I��~r- I■■■ ©� a ���� - ii1 I�G��- � ;■■■ �� i;■■® � -- - ---- --- --- - Iii. iii � ■■■ _ ■■■ -i �; �I ; I■■■( _� ■■■ = iii_ -I: 1484- 1G81- 2 ;1 8 '�X. 3 ;6 C�O -LO -N ' A- IL l .6 1 m �6 x 'l 'Fam *ly/M 'Bedro-o Wing - GreatRoam 4 Bedrooms -2 - 1/2 'Baths • MlM- SSE r • . ■■JOE - ■■■ - _= ■■■ _ _= ■■■ =_-_ = ■■■ ■■■ _ ___ ■■■ ■■■ = - ■■■ ■■■ == = ■■■ - ■■■ - __ ■■■ - _ - ■■■ -= ■■■ = — = ■■■ = —= ■■■ ■■■ _ ■■■ = - mom Omni mom - ■■■ = = ■■■ =_ /���� [OmniMl -_ ■■■ __ =i =__ ■■■ _ _so ■■■ loom I g on C I Um Mom -LI -- —� W-11 ■■■ ■■■ ■■■ — ■■■ — == ===— —.�I i --- ■■■� ■■■ viii --�'1 iii I— == = (600 F 7U — Q 5 60 'FAMILY ROOM r- 2410" 61611 3'00 1016" 3'00 13'00 6160 111011 61611 41011 2'60 512,4° 133/4► �• O 3'4' X 3`50 O 4 O 2111 x 31511 1 1 1 -Jj- cv r —'. 1 ® ' ` — — — / �. '0 V 5 0 V 1l1 I 11 Q6 p - - - - �+- - - - 0 El h ' O 21411 f f O _ 43/4 u -� GREAT .i�00M __ 3'0° rb. ,310. O -at a - t I P 1 O O ?140 - - - - - - - - - - - - - - c^a 4'O0 3'b• - - - - LIVING ~R D11Ifi1C 0 11100 61.60 3�bu b b. �2 6. 5 6" 5'.6• 4�1b11 bib' 3'o 24'00 1216° 11100 .1216a F,j,0pm% %ST- , x y E, ,L- .3/160 PO"= 1 ��' 52 `" Continuous Baffled Ridge-Vet r 2 x 12 Ridge Board SECTION GENERAL NOTES= i. Floor design live loads are based on ist Flr 6 400/sq. R, 2nd Fir-6'30#/sq. rt,and nonusable attics 6 20#/sq.ft. Roof design loads are 300/sq.ft. live load and 10/sq.ft.dead load. 12 _ __ E 3408 . 1 4 Table 3406-6 I a 1 x 8 Collar Ties S 48" O.C. 1, Minimum ceiling height for habitable rooms Is 1'3'. In a room with a ROOFING2, ceiling the prescribed ceiling his,fght k required In only one half Composite Roofing of the area of the room. No portion of the room measuring less than 5 reet Building Paper finished shall be included in calculating minimum area C 3401 ,6 . 1 I , Sheathing 2 x 10 61 ' O.C. 3, Stairway Headroom=Stairs between Ist 4 2nd firs,and 2nd 4 usable attics shall have a minimum headroom of b' S" measured vertical from stat nosing. Basement stairs shall have a minimum headroom of b' b", _ . C 3401 . 10 . 8 ,Fig.3401-1 4 816 .2.2 I - Fascia Board 4, Ftestopping shall be provided to cutoff all concealed cirart openings CEiLiNC doth vertical and horizontal) and form an effective fire barrier between . 2X 8 Q 16" O.C. Overhanging sorfit stories,and between a top story and'the roof space E 3403 . 2 .1 I , R30 insulation with venting 5, Insulation minimum total R value requirements for Exterior walls is 12.5, Floor over unheated space 6 20.0,Roof/ceiling s assemblies is R30,and Finished basements walls is R12.5.I Table-3423-13CZ . b: A vapor barrier of 1,0 perm or less shall be installed on the wKer warm FLOOR - side of walls,ceilings and floors enclosing a conditioned space L 3422 . 13 o°0 3/4" Sheathing 1. When eave vents are Installed,adequate baffling shalt be provided M 2 X 10 a� ib" O.C. to deflect the incoming at above the surface of the insulation.with WALL a 2 inch minimum clearance under the roof deck C 3421 . 1 ,3 T. Siding,Air Barrier Sheathing,2 x 4 6 ib" O.C. R11 Insulation,Vapor Barrier 1/2' Wallboard FLOOR 3/4" Sheathing 2 X 10 an 16" OZ, BILL _ R20 insulation 1 - 2 x 6 P.T, 1 - 2 x 6 K.D. t 3402 ,8 . 4 I Continuous SiILGasket 1/1° Dia,x 12" Lg. Anchor.Bolts 6 8'0° O.C.(max) 3 - 2 x 12 Center Beam 3 1/2' Pla,Lally Columns OM fDN PLAN roR LOCAfloft _ - `FOUNDATION 10°.Concrete Wall / 8'O" Pour CZ _ 10' Dp•x 1'8°A—Cont.-Footing Dampproof exterior surface 4' Concrete Blab OWN'TRMUSECDONo Continuous.Baffled Ridge Vent 2 x 12 Ridge Board I x 8 Collar Ties Q 4'0" O.C. 12 -- -- ROOFING A e Composite'Roofing Building Paper + Sheathing 2x10Q WO.C. CEILING 2 x 8 0 16" O.C. R30 Insulation Vapor Barrier Fascia Board 1/2' Wallboard. Overhanging soffit with venting O FLOOR 3/4" Sheathing 2 X 10 Qa 16" O.C. R20 insulation WALL GARAGE FINISH 2X ' ine Blocking 51d ,Air Barrier All wood constructed walls and 3 -2 x 12 Center Beam - 5heathirS 2 x 4 0 16" O.G. ceiling to have 5/8" type 'X' fire v rated Wallboard installed SILL 03401 .9 . 27 _ 3 1/2' Dia, Lally Columns 1 - 2 x 6 P.T., 1 - 2 x 6 K.D. 0 3402 .8 . 4 1 WNh 2'6" Sq x 10" Dp Footing _ Continuous 511 Gasket (see foundation plan 1/2' Dta. x W Lg. Anchor Bolts for,locatbtts) a Sb" O.C.(max) 4" Concrete Slab _ _ - F-OLINIDATION 10' Concrete Wall _ 10' Dp x 1'8' W Cont.Footing e Dampproof exterior surface ARAGE SECIh2- 1/4" = 1'O' 108,132 1-1 � v Continuous Baffled Ridge Vent 2 x 12 R1dge'Boand I x 8 Collar Ties '8 48" OAC. ROOFING 12 -- s -- Composite Roofing g Building Paper Sheathing 2xloo 60 OZ. CEILING 2 X 8 as Ib" O.C. Fascia Board R30 Insulation Overhanging soffit O with venting FLOOR 3/4" Sheathing 2X 10aQ12 .C. �� OWALL Siding,At Barrier Sheathing,2 x 4 9 i6" O.C. R11 insulation,Vapor Barrier 1/2° Wallboard ' \n FLOOR _ 3/4" Sheathing = 2 X 10 .A 16' OZ, SILL R20 insulation 1 - 2 x b P T., 1 - 2 x b K.D. 13402 . 8 . 4 I Continuous Sill Gasket 3 - 2 x 12 Center Beam 1/2' Dia- x 12" l..g.Anchor Bolts e tv 8'0' O.C.(max) - o a FOUNDATiON " e 10' Concrete Wall / 8'O° Pour 1" CO 10' Dp x 1'8' W ConL Footing e Dampproof-exterior surface a .4" Concrete:Slab e Man '17 V4' I'O' _ r ME XIO612, O.C. Flush Framed Beam } — — — 2x8916" OAC L L 1-1-1— -4 -4 44 -4 L -1 LUJL1 11 1111H11 Ili L All members are 2 x 10 9 16" OCG.NxDJ All timbers are 2 x 10 9 16' O.C.U1NDJ ;: IIRST FLOOR FRAMI1�C� ��r0ND OR FRAMIvan IV van 1,06 �IC� MAXIMUM ALLOWABLE SPANS FOR HEADER FRAMINCs GENERAL NOTES: SUPPORTING WOOD FRAME WALLS L All structural materials shall be void of any defects that� dinhbh�theircapacN.to function h an adeqM manner. All.Span of Headers Structural Enginearkwl.or other professional services that Stm of Wood Supportirg One Ston) Two Stories in Garages or h Walls tray be r+eepred shell be-p vlded by-otinws. Header Roof Above Above not supportN ` Floors or-roofs 2. l`rae>�.ivaber-spn�ce=1''he-Fr,No.2 or better,with a Ds�lgn Value In BendN "Fb" of 1000 for norms dwatbm L Table 3403-30 'Minioue:bearhg for,joist,shall bet 1 Vf.L"3405 ..2.4 3 2-2X 4 4 2-2X6 4'to b' 4' 6' to 8' 4. Alm butt-up 2 x 4 posts-under alt beams(4 tsinkund. 2-2 X 8 6' to 8' 4' to 6' 4' 8' to 10' :5.'Double:up floor,joist under partition malls above. 2-2X 10 8' to b' 6'to 8' 4' to 6' 10' to 12' 2-2X 12 10' to.IV S' to 10' .6' to B' 12':to 16' 1013-13.2}, F m, - n m 1 l x u I � f ' 00, s AtUc 2 x i Ridge Board 2 x 12 Rfags Bond Flush Framed Beam Flush Framed Bm -4. 3; i Nip t Yalleg Rafters are 1 x 12 All members are 2 x 8 IA 16' O.G.QJN.0) All members we 2 x 10 -0 16"O.G,s KOJ A1T 1C �LDDR FRAMING RC2DE 4H AMING 1/8" . 1'Oo MAXIMUM ALLOWABLE SPANS FOR JOISTS/RAFTER SPAN NOTES= JOISTS/RAFTERS L Span Tables for:Flat Floor Joist 13405-Z I Second Floor E useable attic Jobt 13405-13 ✓� 12' t3' 14' sa' ib' Atthino FLtwe rooms)-I 3406-11 •-.�„ '�°°' cape-attic Floor,yvist C-3406-2] f. 2x, Zx 0/2 RooF6 Over.att�6 13406.6 ] FIRST ?x b 2 x 16/16 2 x 0/16 2 x 2/16 3 x D/16 cathedral Roof Rafters 13406-3] AM�Rovts r3 x:WI 2 x 0/16 .2 x-10116 2 x 0/16 2 x� r2."'Max nun span for 2 x&ceflN Jobs for t -cape attics.b`i9' 11" C 3406-2]. -ATTIC eoo�ts 3x6/16 A 2 x: 8/16 3 x 8/16 2x8/!6 ?x S/t6 A /1 matin I x 6116 ::2x6/16 2 x!6/16 .2 x 6/16 3 x tl/i6 ROOF I x 6/12 2.x 6112 > \, cvaarnc 2x8116 2 x S/16 2 x W6 2 x•1O!ffi 3 x 0/16 t" CATIMDRAL 2x 8116- I x 8/2 '3 x:0/16. 2x 0/16 2 x 1012 , 2 x.10/16 2 x D/i6 10 1 t -s Continuous Baffled Ridge vent Ridge Board _, 2 x 4 Bottom Plate 2x Band Joist i x 8 Collar Ties Q 4'0" O.G. Roof Rafter Maintain 2° min, clearance Floor Sheathing Roof Rafters 2x Floor Joist " Fascia Board ----- ----- Ceiling Joist ", Overhanging soffit -2 - 2x 4 Top Pilate ----- ---- ----- with venting R ides . Detall5„ , - „ sorrit Detail Exterior Interm.. Fir. 1/2 = 1 O 1/2 = I, „O 1/2 C 4 "._2 x 4 Bottom Plate 2 x 4 Bottom Plate -2x Fire Blocking 2 x 4 Bottom Plate 2x Band Joist Floor Sheathing L �R20 insulation �— 2x Floor Joist , R20 insulation 2x Floor Joist 2x Floor Joist 3 - 2 x 12 Center Beam Laliq Column Ca Plate _ i Cap i - 2x6 P T.4 1 2x6 K.D.Sil l 2 -2 x 4 Top Plate, fasten,to Center Beam .� w/Sill Sealer ^p +t - --3 1/2” Ma.Lally Column - 1/2. Ma. x 12° Lg, f e Anchor Bolt h Internal I Fir, " _ , „ Center B Concrete Foundation 112 i O 1/2 = 10 1/2 _ 1101 Flashing , Decking -=�-2x.Deck Framing (P Ta"'L Joist,Hanger Concrete Foundation Stalr/Deck, Conn., _ " , " _ 10acN - Colonial praf'tin2LS - Two L Stairs Frami el action Detail, � g 5ery ices 5ta 1 rway Width E 110 Main St,; Unit #204 �th Edition M ass, E3 I d C o d e 13603 . 13 .1 1 Width-Stalnuays shall not be less than 36" In clear width. Tswkabury, MQ 018-16 . (9�8) 851-"1330 treads and R i se r s 13603 . 13 ,2 ]Treads and rbers=The maximum riser height shall be 8 1/4" and the minimum tread depth shall be 9" Tolerance between adjacent risers:3/16° 'total riser dimension tolerance=3/8" Nos i ng. Prof i 1 e _ - - 13603-. 13 .2 .11 Nobhg profile-A nosing shall not extend more than 1 1/2" beyond the face of the riser below. Weadroom = 2x deader 2x Floor joistm 2 - 2x Header - E 13603 . 13_.3 1µeadrooai=The minimum headroom in all parts or-the _ stairway shall not be less than 9° m i n i mu.m i tread F 1 res topp i ng CR ) 2 x 4 Studs " o on Qoe d) _ - - I 3606 .2 ,I I Flrestopping shall be provided to cut off all concealed _ y r spaces between stair stringers at the top and bottom of the run. d r i Gua rdr a i l Pat a i 18 p i 2 x 12 Stringers w/Insu ati n o L 3603 .14 ,2, 13 Guardrail details•Porches,balconies,decks or X I raised floor surFacea located more than 30" above the floor or.grade n 2 x 4 l=ire Blocin (Z Placed parallel with stringers below shall have guardrails not less than 36" in height.Open sides i of stafrs with a total rise of more than 30" above the floor or grade below shall have guardrail,which shall also serve as handrails, 2x Header not less than 34" Inhelght measured vertically From the nosing 2x Floor joist of the treads, oI Center Beam • o C�uardra 1 1 Opening L im i tat ions I CP 13603 .14 .-2.2 4 Exc.x Required guardrails on open side of stairways, ' Co ( balconies,porches,decks and raised Floor areas,shall have Intermediate rails f u i balusters or ornamental closures which prevent the passage or an-object I IR I 5" or more In diameter. X Cz 10 Ei . - Exception-Triangular spaces Formed by the riser,tread and bottom rail of E Lally column (beyond) a guard at the open side of a-stairway may be of stze to prevent 2 x 12Striaers g 6In OC I I M ' r the passage of a sphere " diameter. WandraHs : =7A 13603 . 14 . 1 . l 7 Handralls having 30" min. and 38" max. heights respectively,measured vertically From the nosing of the treads, - Minimum tread = 9" _ _ shall be provided on at least one_slde of stairways of 3 or more risers, Exceptions: 1, Handrails shall be permitted to be interrupted by a newel post at a turn, - - - 2. The use of a Volute,turnout or starting easing shall be allowed 3 _ over the lowest tread. Handrail Grip Size Stairway circular handrail cross section= 11/4" min. and 2" max. Other shapes, perimeter• 4" min, and 6 1/4" max. _ 3 Cross-sectional dimension or 2 5/8° max. 13603 , 14 . 1 , 2 7 " Continuous Baffled Ridge vent I x 8 Collar Pies 0 4'0' O.C, a '" 2 x 12 Ridge Board located in the upper third of the height of the roof, measured from the sill plate to .the ridge. IKO composite roofing $ 15 lb. Building Paper 1/2" Plywood 2 x a 'a 16 O.C. RIB insulation t Cell In Vapor Barrier 2 x 8a� 16 O.C. .�f=ascia Board R19 insulation Vapor Barrier 1/2' Wallboard Overhanging soffit 2" Rigld insulation - with venting - - Floor - Wall _ 3/4" T 4 G Plywood Cedar clapboard siding 2 x 10 16' O.C. Red Rosin air barrier V2 Plywood _ 2x4eu 16" O.C. Ri5 insulation Vapor barrier 5lueboard 4 skim coat plaster v m _ Floor - 3/4" T E G- Plywood - 2 x 10 0 16' O.C. S 11( RIS Insulation 1 - 2 x 6 P.T., I - 2 x 6 KD, - �jlfff c�Stf- Continuous 51111 Gasket 1/2" OZ). Anchor Bolts ae 6'0" O.C. Foundation 10" Concrete Wall / 8_'0" Pour _ - 3,000 psi concrete - 10" cip.x 20" w. contin. ft'g. _ Dampproof exterior surface - 4' concrete Slab - Perimeter drain (tuba - _ _ 4" perforated-PVC pipe Crushed stone - Filter membrane cover • 13604 . 5 �oundatlon Drainage 1 I Table 3605 , 5 . 1 1 - 1122 - _ - 1/4" = 1'0' �� °i "• Continuous BaFfled Ridge Vent F Colonial 7] 2 x 10 Ridge Board ® Drafting 6ervices 1 x 8 Collar Tles aS 4'O" O.G. located in the upper third of the 110 Main 5t,, Unit #204 height of the roof, measured From Tewksbury, MA Ola lb 12 -_-- --__ the 15111 plate to the ridge. (978) 851- 330 s � IKORo p sRe roofing No. 15 Building Paper 1/2" P1 006 v 2 x 8 al6' O.C, T-L- ' Attic Mftffl 11�1 11)1��I C'e it in Fascia Board - 2x8I�a 16 O,C, - R30 Insulation soffit with venting Vapor Barrier -a 1/2 Wallboard. 4 •� _ _ - - °' �,.00r 3/4" T 4 G Plywood second 2 X 10 aQ-16" OZ, Wall - - Cedar clapboard siding Joist Hangers _ Red Rosin air barrier 1/2 Pl wood 2x4216" O.C. RB insulation Vapor barrier N 13lueboard B skim coat plaster Floor 3/4 T E G Plywood ELiE 2 X 10 0 i6" O.C, First Rn Insulation - 1 - 2 x 6 P,T., 1 - 2 x 6 K.D. Continuous sill Gasket 1/2" O.D. Anchor Bolts aQ 6'O" O.G. _ _ Cx_ d_ rye f in ish _ - Ftre Blocking = Approx. - Finish All wood constructed walls and 3 - 2 x 12 Center Beam ceiling to have 5/8" type 'X' fire Foundation Grade rated Wallboard installed3 1/2"-Dia. !_ally Columns 10" Concrete Wall / 8'0" Pour 3,000 psi concrete - l0" dp, x 20" w. contln. Ft'g. _ DampprooF exterior surface Perimeter drain (typj Garage Floor - - 4" Concrete slab 4' perforated PVC pipe . _ Crushed stone Filter membrane cover v 13604 . 5 Foundation Drainage I I Table 3605 - 5 . 13 1122 - 5-e-ctlo - - 1/4" = l'o' C2V O 8 O , Continuous Baffled Ridge Vent + • 10, 10, S / 14-14 - - - 2 x 12 Ridge Board I x 8 Collar Ties Q 4'0" O.C. 12 located in the upper thitd of the height of the roof, measured from the sill plate to the ridge. 14'O" WO I Composite Roofing _ No. 15 Building Paper v I/2" Plywood a r 2 x 5 9 12" O.G. - AtticOEM _ Ce it In E Fascia Board m R30 Insulation Soffit with venting �o Vapor Barrier a o 0 1/2 Wallboard. —_ �- ID K - � O O Floor o 0 3/4'1 T 4 G P lywoo-d 2 X 10 aQ 16O.G. ' Q - - Second Wall o � Cedar clapboard slding n l=ire Blocking Red Rosin air barrier O 1/2" Plywood 2 x 4 0 16 O.C. RIB Insulation n Vapor barrier �r Blueboard 8 skimcoat plaster Floor 3/4" T 4 G Plywood 2X 10 1@ 16" O.C. Sill First Rn Insulation 1 - 2 x 6 P.T., 1- 2 x 6 K.D. - - - - Continuous Sill Gasket l=ire Blocking_ - 1/2° O.D. Anchor Bolts @ 6,0" O.C. Appro_x, 3 - 2 x 12 Center Beam - -Flnleh - Grade 3 1/2 Pla. !_ally Columns Foundation 10" Concrete Wall / 5'0" Four- 3,000 psl concrete 10" dp, x 20" w. Contin, ft'g, r_ Dampproof exterior surface - Perimeter drain (ttyp.) - Basement - 4" Concrete Slab - -4" perforated PVC pipe - Crushed stone f=ilter membrane cover 13604 . 5 f=oundation Drainage I • I Table 3605 . 5 - 1 I 1/4" = 110" 12`O'1 12� X 12' DECK - - --- ---- - - - - --1 i 5tair location, number - - - - - - i oF risers and treads i may vary due to site conditions. 1'O" Dia. Concrete Pier i i O i O 2x10SI6" O.C. i Joist Hanger (typ.) i • i i 2 x 10 Ledger Lag bolts 0 16" O.C. MECK FRAMING FOUNDATION[ T 1/4° = ISO" 1/4" = ISO 11 - � - Flashing5° Clear (Max.) Rail Lag bolts 0 16° O.C. Trex Decking Post 3 --2 x 10 �-2x Deck framing (P.T.) -- 6 x 6 Post Grade Post anchors p Joist Hanger Concrete Foundation G K ISSS40CO _ 1/2" = I O" - SECTION 1/4" = ISO" I - i 16'0" 20"0" 16,0�� * ' v 2x5Q16° OL. 1122 - Roof Frwunq 3/16" - 1'O" i _ P i a � = � t _— _......... __. x O O 2 - 2x8 x i - - O 2 x 10 Ridge 5oard 2 x 10 Ridge Board O 71 12'6" 11 0" 12'6�� - 2x8raj16" O,C. 2x8012° OL, - irl N fi.0 ♦ tr - 1122 - - Atti(!� Floor Praf 3/16° = 110" 16 p,,. 20'0 1610„ All members are 2 x S a) 16° O.G. (U.N O) _ Walls shown are below the framing Joist hanger N - ---- 2 - 2 x S �I CO cz _ — X X � cv _ 1 1 Y J 2 - 2 x 8 Flush Framed Deam Flush Framed Beam O - 7 r Z r Z L J L J L J L J L J L J L J L J -- -- J L J L J L J L J L J L .� r -i '1 r 7 r '1 r 9 r 'T 7 7 f 7 r 7 r 7 7 r 7 r 7 r 1610° - 36,0° 20 O 16'011 1122 2nd F1 - '- w • 3/16" = 1'0" All members are 2 x 10 e 16" O.G. (UN.O.) _ Walls shown are above the Framing Joist hanger I'D L ""t r Account for plumbing drains in these areas, Flush Framed Beam L J L J L J L J L J L J L J L6.J L J L � n rn n r� n r� n r� r-t r� r-i FT r, cv i o 2 x 10 as 12" O,G. 1 __. _ __: - --- - u oCN CNCM Flush Framed Beam Wall below Wall below _ _ 211 - OIIL/IIL J L J L J L J L _— __._ — _ r� r Ir r � r rr -t -rr , r 9r � r � r ^rr: e2x c-v O On n v 2 - 2x CIA 10 r -T r - r n r -s c 16'0" 36 O f i II (D tL 3 — cv • O E p � � cp N o x O c� • n z tQ b 11'4�/4 1141/4 Clear span Clear span Header above garage Header above garage garage door for garage door for post from above post from above (a Q E Q x tek CD 1.... N 2 - 2 x 10 J • � — N 0 � N 2 - 2x O — —x E x J � 6� � O 6• N 2 - 2x10 2 - 2x10 N x O O 2 - 2x10 -. 13'41,4�� 13�5z�� Clear span Clear span + Clear span 1610" 20'0 16'0 1122 Founaati F 1 a ll1011 1011 16111 510�� 1611 3/16" - 11011 5111 51311 141^II 5'4 ; --------- 10 1)0cuo aq, ft. - Basement r ---_-----� •.• ;-- -; ... .----------, -i_-_____-_- 552 sq, ft. - Garage - ;-Foundation-- `. 10" Conc. Wall / BSO" Pour W-) M� — 3,000 ps.i. concrete i loll dp, x 20" w. Contin, ft'g. ' 1- � , �-Cv I - , n concrete Slab-/ cv - ' p 4 6 x (0--6/6 welded - - 1 , - ... ' wire fabric placed at. !z mid-depth of the slab. 2,500 .8.1, concrete ; .. 2 x 6 exterior wall construction, p 1 basement only ; •. i2'0 11 61211 61211 r ----------------------------- ------! - - - - Q ' --------vro" -------- - .-- -� CVr------------ ------- --------J ' ' - _ • 1 3,0 1 -- r----- -- - ------L---------- 411(min) Step down into Garage 3 1/2" pia. Lally Columns , C=araae Finish ' ' 20 minute fire door (min.) W/2�611 sq, x 1131' dp, footing ; • • ' oI 11011 r10rr 5/S1' type X gypsum wallboard (6 rec{'d) O shall be installed to the Garage2 _ 3 1/211 Dia. Lally Columns '' O side of wall(s) and ceiling or I " 1 11 u i cYl , 11 With 2 6 x 3 0 x l 3 cip. footing — o L O attic For Fire separation 6 = 3 - 2x 12 Center Beam � O � I, 4'13/411 II I u i Ir „ r n Iu r� li 60 60 0 56 56 40 60 181 =x = _ _ _ E � � ip m �_ � � ' li '� r-- - r-- - r-- - r-- -i r-- --, CO _ I T CU Ir CU O. `c' O cv , --I-- `--t - `--�--- _ _ �r F-I� I I I _ _ - ; •'• 1 - - O Q3 - O I O ° - _ 1 IL I_I J O i I = 4 Concrete Slab Beam Pocket 1 S3 Slope for drainage = I 6” W x 611 D x 9" N r i 1 � E u' Shim beam with steel ;M .s,i, concr'ete shims or hard brick p - o ° ° M v s o _ -� I; - 6 x 6 blb welded wire Fabric - , _ C) �►o _ x ; I O placed at mid-depth of the slab, u (1 Req d) o ° 0 Q3 __ "' a' , 34" h1D'L' (min.)------------------------------- _ 1 > Guardrail (typ,) ' _----_---------- ---1 ` --------------- -------------------------1 .. ; - O p mLn O O .4 _ p ------------ ------ ---------------------------------------------------------- ' .. Q M 43 CO .q ° Bottom of frost wall Footing- --- - II "- o � 10 O 4 O below grade (min.) 6 011 30, f Z3 %Q :3 rC I 11 16'011 3(o O LL- IL 4" Slab Stepdown _ Standard SoffitEd . Mass, Bida. Cods Sfll 2x Bottom Plate , . Center Girder 4 Column Wacky 2x Band Joist . Roof Rafter U&S Insulation. Maintain i" min, clear. TRUSS 2x Floor Joist - � I - 2X6 P t. i d , pop-,[ I - 2x6 KD. 5111 Fascia Board 4 PSF 4o PSF w/Sill Sealer 411 Ceiling Jols 4o PSFfill _ Overhanging soffit One 6tory Two Story Three Story Anchor Bolt or min. with venting Mudsill Anchor Straps COLUMN SPACiNGS UNDER GIRDERS Concrete Foundation 3/811 = 1'O" 3/8" = 1`011 I Table 3405-6 I 3/8' = 1'Od' Carder size W - 24_ U1 - 26 W - 28 W- - 32.- Ydulted/Cathedtal Soffit - 3 - 2 x 12 Gante� Beam stop l=oot _ II II II _ . One story 10 -3 9-Io 9 -6 8 2x Bottom Plate -� " 1'4' " " Roof Rafter T"'°�'3 �$ �-`� l-1 6 $ 2x Fire Blocking - 41-011-. 4'-0' - Time story 6'-4" 6'-1" 5'-11' g Maintain 1" min. clear. Column sizes - 4" x 4" or 3 1/2' diameter steel Insulation C" Footing Size:2'-6" x 2'-6" x 2X Floor Joist Hurricane Clip Center Beam - I - Fascia Board SPRUCE - PINE�� I;iR No. 2 Lally Column Cap Plate Modulus of Elasticity z - 1,400,000 fasten to Center Beam T �„ Soffit with venting Fb= 2 x 4 - 1 ,5 10 2 x 10 _ i , 105 - 2 x 6 1 ,310 2 x 12 1 ,005 Lally Column 2 x S - 1 ,210 I TABLE 3605 .2 . 3 . Id I 3/4' = 1'0" 3/a" = 11011 l'o° MAXIMUM ALLOWABLE SPANS FOR 3/8' = Mudefll Anchor Exterior interni. Fir. J015T5/RAT=TERS Ridge Beam Spacing Plan Joist Continuous Baffled ll loor size 2 x 6 2 x 3 2 x 10 2 x 12 Ridge Vent >fi 2c Bottom Plate 12'_' O.G. 10 -1 in 13 -41/2 n- 112 -41/2 Ridge.Beam (max.) - (max.) - 2x Band Joist Irst . .�. 16' oL. e-11/2 12 -1 v2 15 - 11/2 n-5 1/2 2 x 8 9 ib" O.C. PIPr 4 n d 4 ° sF ° G' Floor Sheaths n x 12 OZ. iI- 1 1/2 14 -9 1/210 - 101/2 71 -4 1/2 a a - n - �; ,p RC1 0 �, 6(sco d p = Zx Floor Joist 16 OZ, 10 - 1 1/2 13 -4 1/2 16 -8 1/2 le - e 112 Roof Rafters • ¢a a = AttIG 12" OZ. 11- iin 14 -91/2 18 - 10 I/2 22- 4UZ --- --- _ Simpson Mudsill Future Rooms 16" OZ. 10 - 1 1/2 13-41/2 -16 -8 1/2 19-S 1/2 Anchors 'MAS" II -" 2 - 2x Top Plate O.C. 12- 9 112 16 - 10 I/2 z1 - t1z ---- - - - - -- 12, - - A tt IG - - - See note Sill Anchorage r36043.1aI - - - �No future rms Vol O.C. 11-1 1/2 15 -4 In � � — N,T.S, 3/8" = 1'O" 12 O.C. 16 1 In 21 . 31/2 21 3 112 -------------------------------------- Attic " - — Anchor Bolt Centflever capes 3/12( 16" OZ. 14 -1 In 15 -41/2 24 - B v2 — Ridge Board Spacing Plan - - Roof 12" 0.6. 12- 1 15 .3 _ 18 -8 -21-5 _ over attic 16" O,G. 10 -5 13-3 ib -2 19 -15 Continuous Baffled i,-0„ Floor Sheathing- 1 - Ridge Yent , ROOF 12OL. 11 -0 13 -11 n-9 20 -6 (max.) (max,) SoIId Blocking 2x Bottom Plate Cathedral 16"O.C. -J-6 i2-1 5 -4 i1-a Ridge $oard 1-x 8 Collar Ties X _ 2x Floor Joist ZX Band Joist Notes= - - � 4'O' O.C. L, All structural materials shall be void of My, defects that may - n Insulation diminish they capacity t0 funct�n in erl adequate manner. - Roof Rafters ° _ Structural Engineering or any other professional Sery ices thatZ -- ---Anchors bolts or 2 - 2x Top Plate Cantilever may be required sha(1 be provided by others. __App'd Equivalent Overhang 2. Use built-up 2 x 4 posts under all beams (4 minimum) . _ _ _ _ _ See note "6111 Anchorage" r36043.1aI 3. Built-Uo Beams, Flush Framed Beams and/or Substituted Beams. N.T.S, 3/8" = 110" shall be sized by the contractor. it E' 12'6�� 1122 Second Flonr " Fban4'0 3'6" 9 Ifo48 sq. ft. - Living o 4 i 16011 o I i X 13113 1411 cv I I O I I O I I 3.6.. 10,13,„- bedroom - i o 0 - I Vaulted ceiling `" Carpet 0o I I =�t 210 3'45/s' 2'10" 3'4s% `V I i - Vent Vent I I J, -�r 1 =`r X cr li } I I O 2'10" X 4'45/5" S* I I Fan I Fan I I Ln M _ _ I I t"I $ate o o n Walk-In - fed 02 A2-4' closetCarpet m C �Attic.'8GG@88 - - O \DO Pulldn Stair-; 34° high (min,) Post ��° J, X — �t �" fnauleted_ Post - O O 21b" 2 6�� Guardrail (typ.) o - Closet _� Closet I I I \4 O Post N O N 2 2'- 3'0" C-4 &'0�� 4'13/4 It 3'611 8.0.. 4'41,4�� 4,01 O O - 3 - %JQ 5edroom 03 5edroom #4 - Office Carpet- -Carpet — 0 - Hardwood x — _ - - o 2'10" X 4'4s/e° 2'10�� X 4'45%11 _ - � 'n ------------ - O 2'10" X 4'45/a" 2'10° X 4'4 3'411X 4'Ab" 2'10" X 4'4%"_ 2'10° X 4'Ab" 3'ro 3.(0 6.6.. 2.61. �,6�� ��6�� 2.6.. Notes-, 16'O" 1216 11'O" 12'6" 1. # - Indicates egress door and window units. or 2. All dimensions to be field verified and changes made accordingly. 36'0" 3. Window rough opening .sizes are for Vetter window units. C a r a l Not 5 ' . Maximum allowable spans for header 1. All notes and details contained within these drawings are to be used supporting wood frame walls as the would apply to the house being constructed. th Edition io n M ag5achu5e tts u i l d ing Code y +headers to � Size Su ort' Notes and details apply as necessa to the house design, pp g 1 Sto 2 Stor"ie wails not 2. When plans are used in conjunction with builder speciFications and pp y g C„ of Roof any discrepancy occurs, the speciFications will supercede the draminge. Header Only Above above supporting Smoke Detectors 13603 . 16 . 10 3 floors or roof 3. All substitutions are the responsibility of the Builder. o 4. All dimensions are to be Field verified by the Contractor and any Smoke detector/heat detector locations: 2-2x4 4' adjustments made accordingly. 1. In the immediate vicinity of bedrooms., � 2_ 6 6' 4' 5. All work shall be completed in compliance with all applicable 2. in all bedrooms. al Building, Plumbing,Electrical codes Any other local,tate and/or 3. in each story of a dwelling unit, including basements and cellars, 2-2x8 8'� 6� 10; federal codes that may appl to this project shall be considered but not including crawl spaces and uninhabitable attics, •� 2-2x10 10 8 6 12 as part of the construction dyocuments. 4, 1 for every 1200 sq, ft. unit, 2-2x12 12' _ )0' - 8' 16' 6. All waste materials and debris shall be removed and disposed of properly. _ _ Exit Doors � 3603-. 11 . 1 I 1. Nominal four-inch thick single headers may be „ substituted for double members. 1. Numbers set within I I reference that section-of the 6th Edition of • • . 1 - 36 wide x 6 6 -high, others 2W wide min. . . - - 2. Spans are based on No.2 Grade Lumber with the Massachusetts State Building Code. - interior Doors C 3603 11 , 2 I- - 10, tributary floor and roof loads. - 8. These drawings were prepared per guidelines set Forth in the 30" wide x 6'6" high (min.) Mass,State Building Code Section 136 I for 14 2 family dwellings. Exception: Minimum Uniformly Distributed 1. Bathrooms 28' (min.) Live Loads Ubs. / sq, ft) Safety Glazing I 3603 . 20 . 4 , 2 3 - 2. Existing Bathrooms 24" (min.) - LiVE - All doors and fixed sideanels with 24' to either side of a door. u S E LOAD sF) p Sleeping Room Window Opn g t 3603 . 10 . 4 . 1 I �' Exposed bottom edge less than IS above Floor. _ Individual panels-that are greater than S sq. Ft. 33 sq. ft.,20" x 24" in either direction. Balconies and decks 60 Access to Crawl Space t 3603 . S . 2 I Garages (passenger cars only) 501 i> Legend= O - Smoke Detector = Opening 18" x 24" (min) Attics (roof slope 3/12or less, no storage) 10 { _C4 if o Access to Attic C 3603 , S . 2 3 Attics (limited storage) 20 10'0" 22" x 30' (min.) For attics with a height greater than 36" (_Kings Areas (except sleeping rooms) 40 Ventilation Requked C 3603 . 6 • 2 I Sleeping Rooms 30 fill Ifni fill .1 1.11 1 1111 fill It I IIII Every room or space intended for human occupancy shall be providedZ with natural or mechanical ventilation. . . Stairs 40 Exception: l=van•} bathroom and toilet room shall be equipped with a Guardrails and Handrails 200 - mechanical exhaust Fan. (s>ngle concentrated load at any point along top) - _Girder 9nde C 3603 . 22 .4 . 4 ] Note: - The ends of wood girders shall have a 1/2' air space on top,sides t and. iZ) Stair treads shall be designed for a single concentrated load of 300 lbs,over an area or four square inches. - 15mement Ventilation E %03 . 6 . 8 . 2 , 13 _ - Chlnney clearances t 3610 . 2 . 5 I Basements and cellars not used as habitable, occupiable space shall floor Surface t 3603 . 5 . 3 3 be provided with a minimum of Four sliding type, or awning type basement Garage floor surfaces shall slope to facilitate drainage toward the Chlmneys shall extend at least 2' higher than any portion of the windows for every 1500 sq. ft. of floor area. main vehicle entry/exit doorway. building within 10 but shall not be Tess than 3 above the point where the chimney passes through the roof. Fine Separation E3603 . 5 2 ] - Joist Under Bearing Partition C_3605 . 2 . 3 : 2 3 The garage shall be separated.from the residence and its attic area by Joists under parallel load bearing partitions shall doubled or a Garage / Douse Separate x 3603 . 5 . 1 I 5/8 inch (min.)type X gypsum board applied to the garage side. beam of adequate size to support the load. Openings from a private garage with either solid wood doors 13/4" Roof and Attic Ventilation C 3603 . 6 . 8 . 1 , 13 Bearing 13605 . 2 . 4 a _ _ thick (min.) or 20-minute fire-rated doors,seif-closing devices and Ventilating-area-shell be 1/150 of the space. The can be reduced - The ends of all Joists,beams or ?irders shall have 11/2" (mina of fire resistive rated door frames are not req'd.- All door openings 1/300 when a vapor retarder is installed, - bearing on wood or metal and 3' (min.}on masonry. - between the garage and the dwelling shall be provided with a raised sill with a 4" min. height. Brill C 3605 , 2 , 5 . 11 - Minimum Ceiling Weight C 3603 , S . 1 I g� Minimum Glazing Area C 3603 . 6 , . 2 3 Minimum ceiling height: Habitable-rooms,except kitchens, shall have a Bridging shall: C installed at intervals of 8' (maxr Exterior glazing area of not less than 8% of the area V2 of the required ceiling height of not less than l' 3' for at least 509'0 of their required areas. Exception: Cantilevered Joists shall be laterally braced area or glazing shall be openable. at points of support 16'0�� 6'bn 3'0" 1122 -- First Floor Plan 4'0" 5'0�� 4'0'• 4'0�� 2'(o 5'2�/4" �5 �3/4u 5 (0 5.0.. 5'(0 O l fo 48 eq. Ft, - Living _ �Q x x �am11 1 y o 0 =Q0 2 O6 4 r CCN Hardwood n _ x ui O C,4 - -1 2'1O° X 3'4 2,10 13'2" Vent 9 4 X 3 6 O CIA -4 El - 2'10" X 4'8r''eu 210" X 4'Aa" tw NQ Fan i _ Q K Itchen o ' o Cz 6actual cabinet 5reakfast layout may vary x ost o =, ` i Hardwood Hardwood P - cv 30° - 38" high 2'(o 24 handrail ( typ• ) r 3'4/4" 3,C3 3'(ou 4'0�, S �n 43/4" 21 6 11 3 Ou Great Room 3'0° I- �' _ - O Post � - Cz Hardwood m — o Liv in - - _ o Post o ' - - - 2,4„ In - n C„ Hardwood � p - 34 _high (min.) Hardwood - =o Guardrail 3 6" 4'0'� 3,6" 1 �" - cJ O . 2'10" X 4'85�s" 2'10"_X 4'8 ' Oo er O �— = a - 2���� X �8 Notes:� p 2'10" X 4,85V' H rdwood _ 4 5i8 1. # - indicates egress door and window units. " 5j 2'10" 2. All dimensions to be field verified and changes made accordingly. 210 X 4 „I P.E.D. 3, Window rough opening sizes are for Vetter window units, �� " ' 4. F. E. D, - Primary egress doorway 3 6 C3,0— 3 6 3 6 6"6, 2 6 5 6 I1'0' 5 6 2 6 616 " 3 6 S. E. D. - Secondary egress doorway 16 O 12 6 5, Use 1'2" wide sidelights Continuous baffled ridge vent Continuous baffled ricicle vent i iKO comiDosits roofln IKO composite roofi Egress windowFF - L 0 o Cedar clapboard siding Cedar clapboard siding - � o N Lill -- X � i ® � QE I L.1Ell CA �4 X X L Q X _ ' -------------------' -----------------------------=- L i -----r i ------------------------- ---------------- ------------- 4 4O" (min.) below grade - - - - - 1122 - - ear --E I ay at ' 12 12 above ridge line '�VV Continuous baffled ridge vent '^ ® ® Cedar clapboard siding - o Cedar clapboard siding Cedar clapboard sid(n� m ® ® ® ® o ® o � x x - Approx.Finish Grade Secondary egress door------------ ® � r--------------------------------------------------------------r--, - -- - -------------------------------------------------------------- -- --------------------------- Approx.Finish Grade • ' --------------------------------- I^ lei 4 Elevat 4 0° (min)below grade Left Elayation - »22 - Continuous baffled ridge vent Continuous baffled ridge vent t IKO Composite roofin IKO composite roof in .� 12 - r Attic m - - — _ cv 03 LLJ CO ICU _ 4' cn O Egress window Egress window L O O Y p _ Second U U -- Cedar Clapboard Siding Qz j - - - X Cedar Clapboard SidingS14 X o In lop} O ® ® ® - ' x ILUIx co � First A rox. - - -per - - - Finish ; Approx. Finish Grade Grade \I. –PrImaN egress door , ------------- r- 1 , 5asement - - — ----- --------------------------------=-------=----------------------' - --------- — ------------------------------ IrT --——————— — - - - - 1122 - Front -Elevation - 3/16�� 0gunquit Homes 770 Boxford St. N. Andover, MA 01845 978-685-6028 Lot #1, Rockybrook Road North. Andover EED EIB L FMI I ]I[IFM M 1[Effl 000 28 x - 36 -. Colonial Fam liy Room - 2 - Car Garage -- u-nder colonial ��_ Drafting 4 Bedrooms — 21/2 Baths �� Services 170 Main St, Unit #204 Classic House Plan #1722-12206 - 3296 sq. ft. — Living _ Tewksbury, MA 01876 (978) 851-7330 C280801-2LS-12x12D N�, 6 Date-16..... ...................... 't , t 40RTN, TOWN OF NORTH ANDOVER p PERMIT FOR WIRING g SSCHU This certifies that / /L has permission to perform ...../&/�.ri./.........../7/()-�?. U ............................,. wiring in the building of.. Qclt. .r ,..t.! .... d i� at... J....................... ...� ........... a_:.. � ..... .... ,North An�iover,Mads? Fee...�.1.l�00..... Lic.No..�� ,7-a ..... !t:-�-- /1... �.... / ELECTRICAL INSPECTOR C- � (-� � 3�- � WHITE:Applicant CANARY: Building Dept. PINK:Treasurer Ofte t Ottry Petft fes._ —17 Dart"d P Steyr Oampwcy&Fes 42 ` BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All walk to be pf d m aco owes wwm tlfe M>> tosett Etecical Cade 527 CARR_122:00 M Pring in ink ortype:all hdb ntadlonl Harte_ 1� "-q- q To�leer d,`iWties: Tow of North Andover The WxWmiymd for a p wm to per/kr m dW 46CU M 4ifatii ifesa*W below. LCcation(Stttget&N f l -14L 60 EZU /24L �v -Z:Owm aTenant Os Aess :: Is flus penTdt in conksidjot with a bukkqYes No Q (Che*Apploprt Date. RC `-• € 4039 �oRT, do TOWN OF NORMAND ~ thio � 1 O I PERMIT FOR PLUM49 BING;' • ,, _: • CHO This certifies that { has permission to perform . . . plumbing in the buildings of . U J.U.f at • . ! �?�./.'(Y. Ugh. . . . . . . . , North Andover, Mass. Fee, Lic. No./A—Y!?. - PLUMBING INSPECTOR 05/21/99 14:51 300.00 PAID Sx- WHITE: Applicant CANARY: Building Dept. PINK:Treasurer'.' O MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS • ___. �'�JIr/~ Date # �� Building Location LG7/0- Ay CD Owners Name l�G'y1</Q a l J i� Permit 3 t.0 Amount pQ, A0 el ,J Type of Occupancy New ®. Renovation ® Replacement ® Plans Submitted Yes No El FIXTURES C w x rA e zc, z c w wCr � z a x d �- x Q Cn c w ai w e w C4 C11 x d a " a r� w Q d C z' SLUBM x" IST.R ocR 2M RD(R I V / -4n FLOCR 4IH FLD[gt 5II-i FL" M FL" 7ii-I FiDQt SIH RD(R � (Print or type) Check one: Certificate Installing Company Name D%f1- 411:r7F A-Q, 1f TG ❑ Corp. ° li Address / /314L,-IlWoal,2 '�� Partner. Business Telephone / -lj ❑ Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ Bond Insurance Waiver: 1,the undersigned,have been made aware that the licensee of this application does not have any one of the above threeinsurance Signature Owner ❑ Agent I I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code hapten 1442, f the General Laws. By: S1gnaEure or i ense um er Type of PlumbingLicense Title —�� City/Town icense i um er Master Journeyman APPROVED(OFFICE USE ONLY ❑ Date.. NORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING SS CMUS This certifies that ....... .. . ..... .... ........... has permission to perform ....... . . ......... ............ wiring in the building of........N.w.ce. .... ......................................... ... .. at ............... North Andover, ass . . ..... P0...... G .. ...... . . d ......ofidd --------17 Fee......P......... Lic.N .......... ................. LECTRICAL INSPECMR Check # 43 '13 Commonwealth of Massachusetts Official Use Only Penn it no. Department of Fire Services ` BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Feelank)Checked [Rev. 11/99] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK MassachusettsAll work to be perfon-ned in accordance with the Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 1-21-2003 City or Town of: North Andover To the Jn ect re offVire By this application the undersigned gives notice of his or her intention to perform electricalwor�C detcnbe�below. Location(Street&Number) 60 Rocky Brook Owner or Tenant Andrew Marchesseault Telephone No. 1-781-789-9558 Owner's Address 60 Rocky Brook North MA 01812 Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building home Utility Authorization No. Existing Service Amps / Overhead Undgrd No of Meters New Service Amps / Overhead ❑ Undgrd ❑ No of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: partial power undeground service found 1 leg dead from street side of the meter Moved boiler circuit to good side to get heat going until power compnay can make rrepair No.of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA Noi of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool AboveIn- No.of Emerg�ency Lighting rnd. ❑ ❑ Batter Unifs No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiatine Devices No.of Ranges No of Air Cond. No of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/AlertingDevices No.o is was ers p-ace/Area kleating oca Municipal Other ❑ Connection ❑ No.of Dryers Heating Applicances KW Security Systems: No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts I No.of Devices of Equivalent No.of H dromassa a Bathtubs No of Motors ` Y g Total HP Telecommunications Wiring: OTHER: No.of Devices of E uiq valent I Att h apdditional detail i e irec�,or qs ' db the Inspector of Cres. INSURANCE COVERAGE: Unless waived by the owner,no permit for�1`ie erllormance of e�ectrica Zrw may issue untess tike licensee provides proof of liability insurance including"completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND❑ OTHER Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: 1-21-2003 Inspections to be requested in accordance with MEC Rule 10,and upon completion I certify, under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME Expert Electrical Services,Inc. LIC.NO.: 17222A Licensee: Stephen Decker Signature � � ,-. LIC.NO.: 1-800-418-3221 (If applicable enter"exempt"in the license number line) Bus.Tel.No.: Address: 44 Stedman St,Unit 2, Lowell,MA 01851 Alt.Tel.No: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)DwnerDwner's agent. Owner/Agent 50.00 I Act,) CERTIFICATE OF LIABILITY INSURANCI&D PM DATE(MM/DD/YY) � rPER-1 06/12/02 PRODUCER. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NorthStar Ins. Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 65 Walnut Street Ste. 380 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wellesley MA 02481 Phone: 781-431-2500 Fax:781-431-6134 INSURERS AFFORDING COVERAGE INSURED INSURERA: The Travelers INSURER B: Exxppert Electrical Services,Inc INSURER C: 24D9 Massachusetts Ave. INSURER D: Cambridge MA 02140 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INR TYPE OF INSURANCE POLICY NUMBER POLICY EFFE TIVE POLICY EXPIRATION LTR DATE MM/DD DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A X COMMERCIAL GENERAL LIABILITY I6802953A465COF02 05/14/02 05/14/03 FIRE DAMAGE(Any one fire) $300000 CLAIMS MADE ox OCCUR MED EXP(Any one person) $ 5000 X PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2000000 POLICY PRO- LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 A 1 ANY AUTO I8102889A580IND02 05/02/02 05/02/03 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR F CLAIMS MADE AGGREGATE $ f a DEDUCTIBLE $ �- RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY TORY LIMITS ER E.L.EACH ACCIDENT $ E.L.DISEASE-EA EMPLOYEE $ E.L.DISEASE-POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER N I ADDITIONAL INSURED;INSURER LETTER: CANCELLATION i NANDOW SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town North Andover NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn: James Decola 27 Charles Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR North Andover MA 01845 REPRESENTATIVES. Maria L. Plaisted ACORD 25-S(7197) ©ACORD CORPORATION 1988 Fold.Then Detach Along All Pedoraloons COMMONWEALTH OF MASSACHUSETTS BOARD OF ELECTRICIANS EL REGISTERED MASTER ELECTRICIAN ISSUES THIS LICENSE TO TYPE EXPERT ELECTRICAL SERVICES INC STEPHAN A DECKER -A 2409 MASS AVE CAMBRIDGE MA 02140- 1120 647506 17222 A 07/31/04 647506 1. Fold.Then Detach Along M PeAoralions