Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 155 CHRISTIAN WAY 4/30/2018 (3)
L jQ� V Commonwealth of Massachusetts RECEIVED City/Town of System Pumping Record JUN 3 0 2009 Form 4 _ TO LTH DEPARTMENT OF N RTH AND R DEP has provided this form for use by local Boards of Healt . may a used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information Important: When filling out 1. System Locabo a front left rear, left si of 9s s . Right front, right rear, right side of house. forms on the computer,use only the tab key Address to move your. ! fJ' � !�-�"`�"�.� "Cew cursor- not use the return Cityrrown 6 State Zip Code key. 2. System Owner: nm, Name Address(if different from location) Cityrrown Sta ZZ' Ct Telephone Number B. Pumping Record 6� 1 1. Date of Pumping Date 2. Quantity Pumped: Gallons 3. Type of system: Cesspools) Septic Tank L] Tight Tank Q Other(describe): 4. Effluent Tee Filter present? Yes ' o If yes, was it cleaned? Yes No 5. Conditio of ys�tem�J 6. System Pumped By: Neil Bateson F 5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Locatio contents were disposed: L.S.D Lowell Waste Water igna ure of H Or Date t5form4.doc•06/03 System Pumping Record•Page 1 of 1 FORM U - LOT RELEASE FORM -..-. . INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from-- - Boards and Departments having jurisdiction have been obtained. This does not relieve r the applicant and/or landowner from compliance with any applicable or requirements. ***********APPLICANT FILLS OUT THIS APPLICANT 171,411�59170 Oil PHONE LOCATION: Assessors Map Number PARCEL SUBDIVISION LOT (S) 3 STREET ST. NUMBER *** ** OFFICIAL USE ONLY WME DATIONS OF TOWN AGENTS: 1 L �C(;(. opzN c-� C�1 M CONSERVATION ADMINISTRATOR DATE APPROVED 1 ( (DATE REJECTED COMMENTSi TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPEC OR-HEALTH DATE APPROVED / DATE REJECTED ? I PECTOR-HEALTH DATE APPROVED pd DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED EY BUILDING ii`ISPECTOR M DATE ,revised 919;im 6k .10 Fy�� 127.35 \ \ \ LOT 3 71 ,763 S.F. 0� \ \ \ .r \ N / W J / o � / J3 co Ile F + tis � �gy �I F �..A N D A MAN 77C ENGINEERING & JOB NO. 991 P I T A , O SURVEY CONSUL TAN75 INC. -- PERMIT NO. APPLICATION FOR PERMIT TO BUILD********NORTII ANDOVER, NIA AIAPNo. /© / LOTNO. 2. RECORDOFOWNERSHIP DATE BOOK PAGE ZONE SUB DIV. LOT NO. 3 LOCATION --o-13 hUvfF +t7 15:5 Nel✓ b( yi7 VVI ej,� PURPOSE OF BUILDING P f DYCk OWNER'SNAEIE ":TAMOS M64m, A190 1 NO.OF STORIES SIZE 42 16 OWNER'S ADDRESS �?6 �/7y��7J 574 017,112 �ji��iSBvle BASEMENT ORSLAB ARCHITECT'S NAME �ti� 1 QtIZp� SIZE OF FLOOR TIMBER$'• 1 2" 3R� BUILDER'SNANIE /�.9`j�.4�� p/ �OyK �Hi�//�� SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET DIMENSIONS OF POSTS DISTANCE FROM LOT LINES-SIDES REAR DIMENSIONS-OFGIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW y{� SIZE OF FOOTING IS BUILDING ADDITION MATERIALOF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID Olt FILLED LAND sal J WILL BUILDING CONFORM TO REQUIREMENTS OF CODE y!S IS BUILDING CONNECTS TO TOMi WATER BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER I• IS BUILDING CONNECTED TO NATURAL GAS LINE 1NSTUCTIONS 3. PItOPERTY 1NFORAIA"CION LAND COST EST.BLDG.COST PACE 1 FILL OUT SECTIONS 1-3 EST.BLDG.COST PER JQ. FT. EST.BLDG.COST PER ROOM ELECTRIC METERS MUST DE ON OUTSIDE OF BUILDING SEPTIC l'E(IMFF NO. i ATFACIIED GARAGES MUST.CONFORIII TO STAI'E FIRE REGULATIONS 4. APPROVED IIY' PLANS MUST BL FILED AND APPROVED BY BUILDING INSPEC'T'OR BUILDING INSPECTOit _ T DATE FILET) OWNERSTELN CONTR.TEL11\ 75-6 p17U 95 SIGNATURE OF 01YNER OR,A1171lOR1ZF.D AGENT O r CONTR.LICN\ FEE s ILLC.11 PERMIT GRANTED 19 Revised 5/5/99 JNI W- The Commonwealth of Massachusetts _ Department of lndustrial,Sccidenfs Eg WE .' Office of Investigations --= Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Me,,o\ &r`b QP1rea COT, Please Print Name: S!^ Majl^-,o Location: 36 1A N\VVc, S'WVO- ►>> City ti�:S� /AIA Phone F7 I am a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity [21-�l am an employer providing workers' compensation for my employees working on this job. Comoanv name: igllyr -.z Car^ Address 4419L Cihr ���,�M !� � Phcne#' all-`1311 Insurance Co YIPV-^agr iS U Policv m Comoanv name L i Address C.6,r\'Or-,r-6 CN Insurance Co. Folic✓Y __ Failure to secure coverage as secured under Sec-ten 25A or MGL 152 can lead to tre mccsroon cf cnminal penalties or a C- i up to S1,Sc0.00 and/or are years'imprisonment as well as c:vil penalties in the form cf a STCP'/1/CFK ORCE", and a fine cf(S100.00)a day against me. I understand that a copy of.`tis statement may be forwarded to the Office cf Invesrca:icns cf tile CIA for coverage verification. I do hereby cartity under the pains and penalties of per* that the information prcv ded accve is.`rue and correct. Signature Cate 1 1, Print name �^� � r`�n Phone m �S1`h31� Offic:al use only do net write in this area to be completed by c:ty cr tewn cffic:ai City or Tcvn P=rmit/Licensing • Building Dept MCheck d immediate response is required p Licensing Board Se!ectman's OffcS Contact person: Phone T' ❑ Health Department Other BUILDING DEPARTMENT DEBRIS DISPOSAL FORK! In accordance with the provisions of MGL c 40 S 54,a condition of Building Permit Number Is that the debris resulting form this work shall be disposed of in a property licensed solid waste disposal facility as defined by MGL c 11, S 150A The debris will be disposed of in: Location of Facility Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector M � t 1 Locationb No. -% Date NORTH TOWN OF NORTH ANDOVER C? •. • OR Certificate of Occupancy $ 9 C Buildin /Frame Permit Fee $ swMusE Foundation Permit Fee $ , Other Permit Fee $ TOTAL Check # Building Inspector PERMIT NO. APPLICATION FOR PERMIT TO BUILD********NORTH 14DOVER, MA MAP No. 104D LOT NO. #3 2. RECORD OF OWNERSHIP DATE BOOK PAGE ZONE: R2 SUB DIV.LOT NO. #3 10 02-24-99 107321,7088 476,527 LOCATION: CHRISTIAN WAY EXTENSION PURPOSE OF BUILDING: SINGLE FAMILY RESIDENTIAL OWNER'S NAME: MANGANO DEVELOPMENT CO NO.OF STORIES: TWO SIZE: 28X56 INCLUDES 16X28 FRM OWNER'S ADDRESS: 36 HILLMAN ST UNIT#12 BASEMENT OR SLAB: BASEMENT ARCHITECT'S NAME: COLONIAL DRAFTING SERVICE SIZE OF FLOOR TIMBERS: 1ST 2"X10" 2ND 2"X10" 3— BUILDER'S NAME: JAMES MANGANO SPAN: 16"O.C. DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS: 21'X 6"P.T. DISTANCE FROM STREET: !7 DIMENSIONS OF POSTS: 3%i"LALLY COLUMN DISTANCE FROM LOT LINES-SIDES:t > Z REAR: } 7S.I DIMENSIONS OF GIRDERS: 2"X 12"TRIPLE AREA OF LOT: CBA Z j j 000 SQ FT FRONTAGE: HEIGHT OF FOUNDATION: 8' THICKNESS• 10" IS BUILDING NEW: YES SIZE OF FOOTING: 2'X 10" - IS BUILDING ADDITION MATERIAL OF CHIMNEY: ZERO CLEARANCE WOOD IS BUILDING ALTERATIONIS BUILDING ON SOLID OR FILLED LAND: SOL WELL BUILDING CONFORM TO REQUIREMENTS OF CODE: YES IS BUILDING CONNECTED TO TOWN WATER: YES BOARD OF APPEALS ACTION,IF ANY IS BUILDING CONNECTED TO TOWN SEWER: NO IS BUILDING CONNECTED TO NATURAL GAS LINE NO INSTUCTIONS 3.PROPERTY INFORMATION LAND COST: - / G/�• /• p 1 } � oZ F EST.BLDG.COST: PAGE 1 FILL OUT SECTIONS 1-3 S6 oZ EST.BLDG.COST PER SQ.FT. $65.00 EST.BLDG.COST PER ROOM ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING /---��' '� a C4.1,,P Au GY SEPTIC PERMIT NO. ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS / 4. APPROVED BY: PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR BUILDING INSPECTOR DATE FILED �� OWNERS TEL# 978-851-7311 CONTR.TEL# 978-758-2039(CAR) SIGNATURE OF OWNER OR AUTHORIZED AGENT ` CONTR.L[C# CS 062575 FEE $ /1 6� / i ♦♦♦ H.I.C.# PERMIT GRANTED Revised 5/5/99 JM r � =1 71. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 074776 Birthdate:09/12/1979 Expires:09/12/2002 Tr.no: 74776 Restricted To: 00 I JOHN P OHARA 51 CARLLETON ROAD i TEWKSBURY, MA 01876 Administrator � ORTIy Town oAndover �6a _�.. No. * - Y ZN LAKE o , ndover, Mass., 91? COCMICMEWICK AD'4?q TED P? CO 11s CHUS�� I T FOR AA oy EXCAVATION AND FOUNDATION � 3 THIS CERTIFIES THAT ��.. ..� {�,.,,,,,, � V• CtrpSD, , has permission to excavate and pour foundation at /1�� *.,/.a . t�,,; •��, ��N �� ... .. . ........ ............ ............ ............. for the purpose of...... ...........0Sr� �I!�/�s� R!� ........................,........... .................. .......... .... ... ..... ..... . .......... MI1V e The person accepting this permit must return to the office of the Building Inspector a certifi.e..d p.lot....pla......n.* 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. PERMIT FOR FOUNDATION ONLY REGULATED BY PARA. 114.8-S. B.C. e DATE FEE PAID O0- — BUILDING INSPECTOR -rnn,�s�ev+•� ���z� �y CA Ay w,y FS S� f G�vN�� GR��NBE�Z CIoGy� �SgEX �- c 6� 11 ASF �1�• 0� yet" I V.35 LOT 3 71 ,763 S.F.f 0 \ N O N \ r / / �y II g� 141 ti l 'o ti PLAN OF LAND A 7LAN 77C ENGINEERING & IN SURVEY CONSUL TANTS INC. 97 TENNEY STREET — SUITE 5 THIS IS AN INSTRUMENT PLOT PLAN N . ANDOVER , MA GEORGETOWN, MA 01833 SHOWING THE LOCATIONS AND PROPOSED STRUCTURES EXISTING S FOR OBTAINING A BUILDING PERMIT. LOT DA TE: DEC. 8, 1999 SCALE 1" = 40 FT. JOB NO. 9906 7 LINES HAVE NOT BEEN STAKED AS PART OF THIS JOB. ON THE BASIS OF MY KNOWLEDGE, ��SH OF �� AS SUCH THE SETBACK DISTANCES INFORMATION AND BELIEF, I CERTIFYJOHN B a*' SHOWN ARE NOT TO BE USED BY THE : , THAT THE INDICATED STRUCTURES PAULSON CLIENT TO ESTABLISH LINES FORFENCES, SHRUBS, LANDSCAPING, ETC... ARE LOCATED AS SHOWN, AND THAT No, 3172 THE SETBACK DISTANCES SHOWN HESITE. UR EONWERE THOSE RECORDED AT Cy�� S6y�� DEC. 8, 1999 Location /dIfa,v J,,Af No. �� Date "CRT" TOWN OF NORTH ANDOVER F w 9 Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ s�cMust 9 Foundation Permit Fee $ G Other Permit Fee $ TOTAL $ Check # c ' 9 �i prK-1 Building Inspector PERMIT NO. C-5 /" APPLICATION FOR PERMIT TO BUILD******* NORTH ANDOVER, MA MAP NO. 104D LOT NO. #3 2. RECORD OF OWNERSHIP DATE BOOK PAGE ZONE: R2 SUB DIV.LOT NO. #3 02-24-99 107321,7088 476,527 LOCATION: CHRISTIAN WAY EXTENSION PURPOSE OF BUILDING: SINGLE FAMILY RESIDENTIAL OWNER'S NAME: MANGANO DEVELOPMENT CORP NO.OF STORIES: TWO SIZE: 28X56 INCLUDES 16X28 FRM OWNER'S ADDRESS: 36 HILLMAN ST UNIT#12 BASEMENT OR SLAB: BASEMENT ARCHITECT'S NAME: COLONIAL DRAFTING SERVICE SIZE OF FLOOR TIMBERS: 1ST 2"X10" 2ND 2"X10" 3RD BUILDER'S NAME: JAMES MANGANO SPAN: 16"O.C. DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS: 21lX 6"P.T. DISTANCE FROM STREET: �Fyf DIMENSIONS OF POSTS: 3%11 LALLY COLUMN DISTANCE FROM LOT LINES-SIDES: 50+J > !ZO P REAR: 1701 DIMENSIONS OF GIRDERS: 2"X 12"TRIPLE AREA OF LOT: CBA L)jpDp SQ FT FRONTAGE: �5+,Z HEIGHT OF FOUNDATION: 8' THICKNESS: 10" IS BUILDING NEW: YES SIZE OF FOOTING: 2'X 10" IS BUILDING ADDITION MATERIAL OF CHIMNEY: ZERO CLEARANCE WOOD IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND: SOLID WILL BUILDING CONFORM TO REQUIREMENTS OF CODE: YES IS BUILDING CONNECTED TO TOWN WATER: YES BOARD OF A" EALS ACTION,IF ANY IS BUILDING CONNECTED TO TOWN SEWER: NO IS BUILDING CONNECTED TO NATURAL GAS LINE NO INSTUCT.;!5�aS 3.PROPERTY INFORMATION LAND COST: - EST.BLDG.COST: "0 16S 5bo PAGE 1 FILL OUT SECTIONS 1-3 �bVN�� ! Os EST.BLDG.COST PER SQ.FT. $65.00 a a O+v pN C. EST.BLDG.COST PER ROOM ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING OCC VAAc r ` SEPTIC PERMIT NO. ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS SD 4. APPROVED BY: PT ANS MUST RR FTT.ED AND APPROVED RY RITD DING INSPECTOR BiJII.DING INSPECTOR DATE FILED OWNERS TEL# 978-851-7311 CONTR.TEL# 978-758-2039( AW SIGNATURE OF OWNER OR AUTHORIZED AGENT /�j�✓'^ �`% l CONTR.LIC# CS 062575 FEE $ `� H.I.C.# PERMIT GRANTED p A-f 19 g! Revised 5/5/99 JM PERMIT NO. �� o-? APPLICATION FOR PERMIT TO BUILD********NORTH ANDOVER, MA MAP NO. 104D LOT NO. #3 2. RECORD OF OWNERSHIP DATE BOOK PAGE ZONE: R2 SUB DIV.LOT NO. #3 02-24-99 107321,7088 476,527 LOCATION: CHRISTIAN WAY EXTENSION PURPOSE OF BUILDING: SINGLE FAMILY RESIDENTIAL OWNER'S NAME: MANGANO DEVELOPMENT CORP NO.OF STORIES: TWO SIZE: 28X56 INCLUDES 16X28 FRM OWNER'S ADDRESS: 36 HILLMAN ST UNIT#12 BASEMENT OR SLAB: BASEMENT ARCHITECT'S NAME: COLONIAL DRAFTING SERVICE SIZE OF FLOOR TIMBERS: 1ST 2'X10" 2ND 2"X10" 3RD BUILDER'S NAME: JAMES MANGANO SPAN: 16"O.C. DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS: 21lX 6"P.T. DISTANCE FROM STREET: !7 DIMENSIONS OF POSTS: 3%"LALLY COLUMN DISTANCE FROM LOT LINES-SIDES: t /�'Q REAR: > 751 DIMENSIONS OF GIRDERS: 2"X 12"TRIPLE AREA OF LOT: CBAZ4,OCC SQ FT FRONTAGE: /j • HEIGHT OF FOUNDATION: 8' THICKNESS: 10" IS BUILDING NEW: YES SIZE OF FOOTING: 2'X 10" IS BUILDING ADDITION MATERIAL OF CHIMNEY: ZERO CLEARANCE WOOD IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND: SOLID WILL BUILDING CONFORM TO REQUIREMENTS OF CODE: YES IS BUILDING CONNECTED TO TOWN WATER: YES BOARD OF APPEALS ACTION,IF ANY IS BUILDING CONNECTED TO TOWN SEWER: NO IS BUILDING CONNECTED TO NATURAL GAS LINE NO INSTUCTIONS 3.PROPERTY INFORMATION LAND COST: - 1 EST.BLDG.COST: 16"w"A"m 0, PAGE 1 FILL OUT SECTIONS 1-3 / � a '6a EST.BLDG.COST PER SQ.FT. $65.00 EST.BLDG.COST PER ROOM ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING ---�' '� a C(..P qy�.� SEPTIC PERMIT NO. dq ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS 4. APPROVED BY: MANS MUST RE FILED AND APPROVED BY BITILDING INSPECTOR BUILDING INSPECTOR DATE FILED OWNERS TEL# 978-R51-7311 CONTR.TEL# 978-758-2039(CAR) SIGNATURE OF OWNER OR AUTHORIZED AGENT �/� CIC# CS 062575 FEE $ //CS/ 9p. I H.I.C.H I.C.# PERMIT GRANTED a O1 /� 19 Revised 5/5/99 JM FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT Q0(40(o LQ PHONE7Y-7g�-ZC�3�( LOCATION: Assessor's Map Number )014 0 PARCEL SUBDIVISION &COL I—UI(M IC_ /OffG LOT (S) 3 STREET( V6�rlS7cth EX /Yl_l tpm_ ST. NUMBER t5 *** ******** *************************OFFICIAL USE ONLY******************* ************** RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS f �TPLANNER DATE APPROVED / /5 DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS I)?)QX/MU1/ 4 /VO -�IIXJ16/'VED 4,77-/C n 9 PUBLIC WORKS -SEWER/WATER CONNECTIONS t _ 12 7 DRIVEWAY PERMIT FIRE DEPARTMENT e ( ,/,/z,j b4lyd GLI�Jac` U^o 6�c 24,",1 D c QI//L�lc, '2r•u r?- eq FYI° 6Prmluer RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm 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(below) Po he or Aa 1&0c, Go�'3 Chi rN��4� (,txcJ ,��Ha�a•1, Map and Parcel : Purpose of Application (check below) Phone Number of Applicant: • �K 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. kThe lot(s)were/was created prior to May 6, 1996 alre exempt from the provisions of this Section 8.7 of the Zoning ylaw. � ��,� i/Crf'tBi - This application is for dwelling units for low and/or moderate income families or individuals,where all of the conditions of 8.7.6.c are met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a property 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. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on 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 permds. 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 not, is grounds for refusal by the Building Department to issue a Building Permit. Sign;iturt,6f Owner or Authorized Agent who signed the Attached Building Permit Date This form must be attached to the Building Permit upon application for such permit 15 w The applicant must meet with the Town Planner in order to ensure that the plans confo�t m the Board's decision. A full set of final plans reflecting the changes outlined above;mustliem� submitted to the Town Planner for review endorsement b the Planning Boar within nine{ y y 'b d, `1.• .` Kp. (90) days of filing the decision with the Town Clerk. 15 _ s -- -- K j) The Subdivision Decision for this project must appear on the myiars. � , k) All documents shall be prepared at the expense of the applicant, as required by the Planning Board Rules and Regulations Governing the Subdivision of Land. 3) Prior to ANY WORK on the site, a) Orange fence or yellow caution tape must be placed at the edge of the tree canopy of the limit of clearing line as shown on theplans. The Planning Staff must be contacted prior to any cutting and or clearing on site. As many trees as possible must be preserved on the site outside ---- of the limit of clearing line. b) All erosion control measures as shown on the plan and outlined in the erosion control plan must be in place and reviewed by the Town Planner. 4) Prior to any lots being released from the statutory covenants: a) Three (3) complete copies of the endorsed and recorded subdivision plans and one (1) certified copy of the following documents: recorded subdivision approval,recorded Covenant (FORM I), pacprdad C4=3th Ma agern Yn,P.,+ c,-hP��and recorded FORM M must be submitted to the Town Planner as proof of recording. Grp n-lCno(�Q� ' ` Aok ,b) All site erosion control measures required to protect off site properties from the effects on the lot proposed to be released must be in place. The Town Planning Staff shall determine whether the applicant has satisfied the requirements of this provision prior to each lot release and shall report to the Planning Board prior to a vote to release said lot. c) The applicant must submit a lot release FORM J to the Planning Board for signature. d) A Performance Security in an amount to be determined by the Planning Board,upon the recommendation of the Department of Public Works, shall be posted to ensure completion of the work in accordance with the Plans approved as part of this conditional.approval. The bond must be in the form of a check made out to the Town of North Andover. This check will then be placed in an interest bearing escrow account held by the Town. Items covered by the Bond - may include,but shall not be limited to: i) as-built drawings ii) sewers and utilities rf 3 SiNJ F4-If a star vti � � i2 3S- Y .2 S'Ya F m �t•� 3$� 6 5` 9 6 0 yo xa8 mAIN j4z .,� ciao bs a o a v 117, 4 o 6 3 x / 4 MAS4. 6 4t4 dog 6s- ! J All) )(a g aI.CR. /1010 6 s CZ $ o o o?Olo � � o �•sb 23 St z it ro ct e 2 74 w The Commonwealth of Massachusetts _ Y d Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name T,� �,j.a Please Print Name: Location: City Phone # I am a homeowner,performing all work myself. F7I am a sole proprietor and have no one working in any capacity F7 I am an employer providing workers' compensation for my employees working on this job. Com an name: Address City: Phone#: Insurance Co Policy# Company name: `s 7MC�S v Y1 C1 P1 C Address 36, H I L L✓n ct n -S't" City Z(" W /C-S h 0Y i4 Phone Insurance Co �,� �'+QC1' 1` C1 Policy# 3Qy o�(o X9'1 01 Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of pe ' th�ormation provided above is true and correct. Signature Date Print nam Phone Official use only do not write in this area to be completed by city or town ficial' City or Town Permit/Licensin ❑ Building Dept ❑Check if immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact persona Phone#: ❑ Health Department ❑ Other , ! x r x e r a +txz' 't a ? r-3a"� .tf rl°s. ;z`Y r}r� Tx€�+..�Jr s,tt?r x3 rk,}1 t`F 5•lgt�r� 2s�{fi t t r x s 'tit r x'xa�_e ..YY^^ y;.. . ' )s tr.s p S fr T k .,fi9:r�`�•��. �}�y t t.yii,Cp:L if� y k' i 1 -1.. le. '>:}}:,! r2* a l:_��r,ar x+ is {x'.i r• 1.. .S.i.i,• t r :d ? ' 1 T „''1,•71 � .Itd t,s ^t xr � C t� t i'c}y-,{ J s� ts,f . - .... _ nA ,�+ ...c .. 'i"�x•7v'.�� °fy: f t : !.t 1 aPji s tt ,F4 � . :tt ,. .: �.-..t.._.,,p_J.,iM.w+A.ttw,.,r.e �.. ... Iw!�.�.5..."i..• c ,.,. :. .:1i rte;:•[•'Yi:�ttr A. t .'C ti;6.•.�:,� �itlt "tr! 4'i{� �)i s•a'.wi k fit. 95A x} -cti ..'S i t,'. .r ,!- ;.+.n,�' ,'-• ai t. r t 1 4p*.y �' .}4+.ea 2 e ��t g i ?r- t E c:r ) PP P� 1•{ F f4 ' v ) i es SSM x- r ! 3 Y C 6 1{ �S.w�. d jiy vr I� r if t U i O tU itx 7a,r��. tr a, '` � } ' ~ j � r Cx s-.� 1 �t Ct tt x"tf��'. A1C -' ..:- y:�• ��° 3 -r a -✓%b Y� - - Ix t ! W G' QY j {1t to xcrfaew } �r � c ) � t P :' t7 o c r y r �� L ��.�� r♦ p (n H �� •�, i.��.� 7 s t x its � x r• S � s - .,ry' s € , z-Q `# I a O ui o e0 1 tit;tli m u a W J- o *I� J1 _Z m t n a 00 ?[ f ' om ? i C r x r 9 'iit it • + I T t�r` F t a y 1 0 , C t i t t { 1�15't# 1..�. : �s - � � f s•t nt x Ssl sa'-Y. $Lri ..: it 1 �� S v N° 0733 mate...AU."...1.Z,�... OFµORTIy 1 t � m TOWN OF NORTH ANDOVER A p i H 5��y* RECEIPT This certifies that \ q. . .................... has paid......................�.�...�.�,�...�.,. ................. ........................................ for....111 Received by...... [ C � I � U . ......(�V G` � ....... ............................. Department..... v WHITE: Applicant •..... CANARY:DePartrnent PINK:Treasurer Project Dumber & 'title: S-'2-78 Calculations for Square Footage(s) of Ceiling(s) Fla cellinq Vaulted or Cathedral Ceil(nct - ----- !� s - -—-—-—-—-—- SectIon ----------- - Len th a) (L1 + L2 + L3)X W -- Area width(W) Plan View LXW = Area Work ,4rea �6e It2 Yc Z. � L t5]7 IJ Colonial Drafting Services 110 Main St,Unit 11204 Tewksbury,MA 01816 (1318)851-1330 r • �4o Co�o�f� Project Plumber & Tittle. 5 -278 28 Calculations f or Floors Floor Plan E !S I S E Length L) 1 L X W = Area ) Area of floor over unconditioned (unheated) apace (L X W) Z, 2z. Area of floor over outside air(L X W) L=25 Colonia l Draftin Drafting servlaab 110 Main St,Una#204 Tewksbury,MA 01816 (5181851-1330 I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- . j I � MAScheck COMPLIANCE REPORT Permit # I Massachusetts Energy Code MAScheck Software version 2.01 Release 3 i I I Checked by/Date I I TITLE: Classic House Plan: 5-278 / 12385 CITY: North Andover STATE: Massachusetts HDD: 6322. I CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 8-11-1999 PROJECT INFORMATION: 28 x 40 Colonial Brook Farm Estates North Andover, MA I I COMPANY .INFORMATION: Mangano Construction 36 Hillman st - Unit 12 Tewksbury, MA 01876 (978) 851-7311 NOTES: Merrimack valley "Northester" window units COMPLIANCE: Passes Maximum UA = 551 Your Home = 514 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------------------------------------- --------------------------- CEILINGS 1537 30.0 0.0 54 WALLS: wood Frame, 16" O.C. 2972 19.0 0.0 178 GLAZING: Windows or Doors 348 0.390 0.560 136 GLAZING: Wind,:ws or Doors 13 GLAZING: Windows jr Doors 48 0.390 19 GLAZING: Windows or Doors 40 0.560 22 DOORS 20 0.350 7 ' 000Rs 33 0.540 18 FLOORS: Over Unconditioned space 1522 19.0 0.0 72 FLOORS: Over Outside Air 15 19.0 0.0 1 HVAC EQUIPMENT: Furnace, 80.0 AFUE ----------------------------------------------------- COMPLIANCE STATEMENT The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been r designed .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� - `�- ` `.�� _i2��► p q Builder/Designer Date�� 8 t t ` TITLE: Classic House Plan: S-278 / 12385 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck software version 2.01 Release 3 DATE: 8-11-1999 Bldg. l Dept. l use I . CEILINGS: [ ] j 1 comments/Location I WALLS: [ ] i 1. Wood Frame, 16" O.C. , R-19 Comments/Location I WINDOWS AND GLASS DOORS: [ ] i 1. U-value: 0.39 For windows without labeled u-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location ry15t{R1MAcK VALLE' Il 1 tJ5TE/Z 9oy�L �VuL� [ ] i 2. U-value: 0.56 For windows without labeled u-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location F2o1�lT` p�R Sc fC.IG N-�'S �17EFi4[9LT� [ ] i 3. U-value: 0.39 For windows without labeled U-values; describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No comments/Location MCARJMfKK 406r*6AS715E2 '0?A'Y [ ] i 4. U-value: 0.56 For windows without labeled U-values, describe features: # Panes Frame Type Thermal greak? Y.es 1[ ] No Comments/Location 4-'�" DOORS: [ ] I 1. u-value: 0.35 Comments/Location [ ] I 2. u-value: 0.54 �i1a- 777G i Comments/Location I FLOORS: [ ] I 1. over Unconditioned Space, R-19 Comments/Location [ ] i 2. Over outside Air, R-19 Comments/Location I HVAC EQUIPMENT: [ ] I 1. Furnace, 80.0 AFUE or higher Make and Model Number [ ] i AIR LEAKAGE: joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. when installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the j x conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing u-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. I DUCT INSULATION: [ ] I Ducts shall be insulated per Table 74.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual 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: [ ] I Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and j4.4. SWIMMING POOLS: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" 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 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1..0 1.0 1.5 1.5 I CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" Project Number & Title: S -2`t$ 4, �-- Calculations for Windows & Doors Table of areas for Double Nung windows Table of areae 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' 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 3>2b' 2.83 3.34 4.0 4.66 5.66 1 6.0 6.83 8.0 9.5 12.0 3'9' 6.87 8.131 9.38 10.0 10.61 11.25 11.88 12.49 13.13 -0 2'4" 3.26 3.89 4.66 5.43 6.59 6.99 7.96 9.32 1 1.07 13.98 OX 4'1' 7.4 O 7 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 1 9.57 11.04 11 .78 12.62 13.25 14.10 14.71 15.58 D 3'5' 4.84 5.71 6.83 7.96 9.67 10.25 11.68 13.67 16.23 20.5 M 4'9' 8.80 10.29 11.88 12.67113.5711+.25 15.16 15.82 16.75 m 4b" 5.67 6.68 8.0 9.32 11.32 12.0 13.67 16.0 19.0 24.0 L 5'1' 9.30 11.02 12.71 13.56 14.39 15.25 16.10 116.93 17.79 m 5'0" 7.08 8.35 10.0 11.65 14.15 15.0 17.09 20.0 23.75 30.0 M G)5'5'10.03 1 1.74 13.54 14.45 15.46 16.25 17.28 18.04 19.09 G�55' 7.67 9.05 10.83 12.62 15.33 16.25 18.51 21 .67 25.73 32.5 L � 6'1' 11.13 13.18 15.21 16.22 17.22 18.25 19.26 20.26 21.29 6'0' Fa.5 10.02 12.0 13.98 16.98 18.0 20.5 24.0 28.5 36.0 Calculation table for D.H.windows Work Area Calculation table for Casement windows Unit size Area or unit X quanfty = Total Unit size Area of unit X quanfty Total 210155 /�i° 3� q, ZB x.12 Calculation table for Glass Doors Calculation table for other glazing Unit size Area or unit X quanfty Total Unit size Area of unit X quanfty Total 0144 47176 Calculation table for exterior doors Calculation table for interior doors Door size Area or unit X quanfty - Total Door size Area or unit X quanfty Total ° ZO 2� 167 2 ;J' Colonial Total area of exterior doors Total area of interior doors Drafting 2'6" = 16 .67 5'0" = 33 .35 Services 170 plan 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 WS" height) w ' Project Number Title: Calculations for Square Footage of Walls A A F-- 1, Hr-FE Floor Plan B p end FloorPlen s 1 N3 � G F ID C G I F 2nd Floor Perimeter 1 (P1) = A + B + G + Perimeter 2 (P2) = A + B + G + D H2 D + E + F + G + H NI j PI X HI = 1st floor wall area (AI) P2 X H2 = 2nd floor perimeter area (A2) I Ist Floor P3 X H3 = 2nd floor wall area (A3) _7 1 Al + A2 + A3 = Total wall area �i)Qn ' ll�ork Area 1 4 � 4 ©►off ' I 1 ( 2 2R71 � BZ Colonial Drafting Services 110 Main St,Unit 0204 TewkebuN,MA 01816 (918)851-1330 ORT#q • Town o -�_I�. �::. 6. Andover No. �6a II 0 ___ -- o, ndover, Mass., 0 = LAISE /9f co C OC HICHEWICK ADRATED ;'?�L �C_� �SSAC HUS�� P IT FOR EXCAVATION AND FOUNDATION � 3 THIS CERTIFIES THAT ..... A u.. ..Ali Q.......... ......, DAV• Cte.jp ' .. OOOV has permission to excavate and pour foundation at 9S for-the purpose of......9 .................................... /a A ... i ..... os �.��... AsR......R�-s�� 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. PERMi T FOR FOUNDATION ONLY REGULATED BY PARA. 114.8-S. B.C. ..... ..... ....... DATE FEE PAID_L<0, BUILDING INSPECTOR Q NORTH T0VM Of _ over 0 :. :. ; No. � z y O - - 1A E ori dover, Mass., COC HICHEWICK ADRATED pP���S S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.......AA.Vg..A.*0.......2>1..tj•.......�r.. • Foundation t has permission to erect............./......................... buildings on ..�.0.3...*.1.7...6 ....C.�n.l�►...I.b0i �„04 V �j, to be occupied as.... .... r1M.... .. ... .A{ .....Q....St. .��....Y.N.a.�.r!...... r�l4Mb�� Chimney provided that the person accepting this permit shall 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 !� PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR 3 UNLESS CONSTRU S T Rough BLDG. PERMIT FEE�_. 1,3 39� �� 1184 • LESS FDA FEF S O .................................................. Service DUE FUME PERMIT� �/ $ 9 � 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. use Features A Living Room lip amIN Room Dining Room 40 40 Kitchen 11311 5reakFast 111 111111 Sol ins 20811 9 W11111 nomemil lull ill go Ins I slow Nelson oil 'low .81100 11111 ."'.."Ime's WIN wine -39 ONE elm a Nos wol of "20.1-im.-Ri'm nol-a-,u, FO�e r MINI" assin a, INN III me, elm JL Not all elm mom Lav Ist f1r. All also■ I else miss at me 111111 Its Islas loan■atfat ales of S IiS a■R-m-, 2 Car Garage under isslies oil ■ to AM as a at ll�ll I AM "I'm Filismi�oml?. 81 lown,a I all in as nil is, 'manionalon 11 0 1 Is,I V.a 112'.. me I 100, 4 5edrooms am elm. ins Seoul me Boni a na'. 9.1 as seses No 11 10 120011.0 goals 01008ffl 8.1.106 5aths move 2nd FIr me �111111 allow avowal mingi No .me Ing ME = mom Ile dr� 2nd f1r.. ingloommignallit MEN,.1011532111.511 A 1 111 1 aun 113'aleal Is - u fog loill 14131.8180111281.8180, asiong = I I — 3 all amemaVl inelsomillons i- 0', 5asement 10.08001.O-NONOR's 10.1 211-111; Museum log11■ gas MINI low *nos!* maimuoniifliwNo T IJ-- -print dimensions mom Total root FOR a man mill, an = ( = �II�� _ = �I"_'I = ��I ' '= `` /�� _ Sul 0 These plans were drawn in accordance to the Massachusetts State Building Code Ver. #6. Purchaser approves of final design as drawn. an �r s Purchaser signature Drawn by/Date: AM AM o Colonial Drafting Services 170 Main Sto Unit #204 4IV Tewksbury, MA 01876 (978) 851-7330 C281202—W241205-2LS/1SS-12x121 Classic House Plan: S-278 / 12385 I��I■��11.���1■��%i■���1/��%1■1�11■■itl/\iil■���I■���I■���1/���i■���I■���1■���1■%��I/��1■���1�■%�1/��1 ■■■ ■ 1..■■I.t■/t..■■i■■■■I.■./!■■■■1.■■■1/t.■I■■■■I■t■■i■■■■It■■■1■■■.I■.■■1■■■■1..■ 11■ ■i■■■li/■1■■■1■■■1■■■f■■■1■■■f■■■1■■■1■■■1■■■t■■■i■■■1■■■1■■■1■ ■t■ • •. . .. • ■■1■■■I■■■t■■■1■■■t■■.t■■•t■ ■1■■■1■�■t■■■t■■■t■■■t■■.1■■■1■■■1 ■tl ■■t1■■■11■■■tt■■i■1■■■11/■i.l■■.11/■■tl■■■tl■■■tl■■i■I■■■tl■■■tl/■■tl/■■.1■■■I ■■■I■.■■1..■■1■t■■1.■■■1■■■■I.t■■1■.■■I■■■■I/■■■I■■■■It/■■i■..■I.■■■1■1■■1■/■.1.■■■1■/■■1■■■■I■/.■1■■i If■■■1■■■t■■■1■'`\I■■■1■■■1■■■1■■■f.■■f■■■t■■.f■■■t■■■t■■■1■■■i■■■t■'`\I■■■t■■■1■■■1■ ■1■■■1■■■1■■r' �1■■■1■■■t■■■t■■■1■■■1■■.f■■.!■■■1■■■1■■■f■■■1■■r' �1■■.t■■it■■■1 I■tl■■■ft■■■tl■/' \It■itl■■■tl/■■11■■■.I■■■tl■■■.t■■■.1■■■ti■■■fl/■■■1■■■.1■�' '11■■■tl■■i.l/■■1 ■■■1■■■■,.■■D .■/i■■ 1■.■■I■■■■1■■■ If■■h■■■tr" `\1■■■1■■■1■.■t■■■1■■■t.■/1■■■1■■■f■■■1■■■ir' `\t■■■1■.■1■ MIME ME \f■■■t■■■1■■■f■■1t!•■■t■■.f■■■1■■.1■■■t■■r' \f■■■1■■■t ■n■/■11■■"tl/■■tl■■■tl■■■■I■■■.t/■■.I■tl■.1■■itl■■■tl■■i11■L `tl■■i.,■■■1 ■■.1■■ ■i■■■■1■/■ If.■■t■■■t■ 11■■.t■■■1/ ■t■■■1■■■1 = ,,, ■f■■■1■■■t■■■1■!i■ftu �■■t■■■t■■■t■■■f■■■i .t■■■tiO■1 I■11■■■11■■■t I■tl■■■tl■■■tl■■■.l■■..�' `t■.1■■itl■■■tl/■■fl/■■1 I■tl■■■.1/■■1 .■■t■.■■1.■■ ■■■t..■■i■.■■1■■.■1.■I h■1■..■i■■.■1■.■■1■■■ ■.■i■■■■I..i �---- If■.■ti■■f■ ,n, 11■■■1■■■1■■■t.■/' �� '1■■1■■■f.■■1■■■1■ s nn, It■■■1■./1■ I.i■\.tin.fi11.11■.1�■■ii■■Itt■.t.■.t■■■1■■■1 ■t■■■n■■t■■■ttu �■■t■ft■1■■■f■■■1 a ■t■■■f■■■i f■tl■■■■i■utl■■i.i■■■n■■■.t■■■n■■■■i■11■.i■■■ll■\.t � IM , � 1■n.■■tiu■tt■■■.�• �■■tl/■■l,■.in/■■! I■n■■i.i/■■t .■/1.■.■I■..■i■..■1■■■■1■■■■1.■■■1/■■.It■■Q■.t./1■/i ■� ■■■I.t■/1■.■■1/// tO■1■■.■1■■■■1■■■ ■■■i■/.■,.■i n■■■1■■O■.■1■.■t■■■1■■tit■■■1■.tlt■..f■.n■ - - It■■■1■■■t.■■• �.■1■■■f■■■/■ 2 all ■t■■.f■■■t■■n■■.1■■■1■■■1■■■t■■■f■■■i■■.t ,,, ■t■■■1■■■tftl ■■1■■■f■■■1 nnn ■t■■■IV■1 1■titl■■.Itt■■tln■.1■►' •Iu■.i■■■tl.■■■I■f l■.i■■■tl■/.1 � � i■fl■■itln■.r `\■tl■■■11■Mil a � I■n■■■■In■t ■■■/..■■1■..■i■.1•■�• `In■.1.■■■i■■t■,t■.■1■■■■,■■t .■in..■■I■.P 1�■,■.■■i■■t r ■I.■.1i.■i • ' �1■■/1■.■I■■111■.■fi■■t■■■1■■■1■.■f■■■i■■■' ■■.1■■■t■.■f■.■1■■■t.■■1■.■1■ i.f■■.f■>i.11■■tI \I■■■1■■■1■■.t■nt1■■.ti■■1■■■i■ti■t■■■t■1-��-�`�'� '!-■■1■■■f■■■Ii■.1■lt.f■■1•fi■■t 1■■1■■■■1■.■.f■■■1■■■1■■■Irtl■/' �Initi■■■■1■11■.Iwtl//.11WIIW.IwnwV' ��� ��� •\innw 1/gW.il n■■■1■.■It. J■1■■■1■■L ■1Ii■.■■■f..■tf.■■..I■/11■■.■■■..E.■t..■l1.i■.■1■/.1■■.■■u■l■■■■..tif■■.■i■■1I■■■t1i : = .,.■■.,.■■/1■/ == - n�n� =_ .__ nnnnn ■nnn ._�_�_ = _- FEEN] SEMI C II _ _ � ��lollIII loll_ nnii ■■■i ■1 Wn --m - n ■■■ ■■■1■■t 1minmains =1■tl■■■.,n■n■i = n - Al I...l..■/l....l. n = =■ 1=132-1 _ aloi■!■uf■■.f■d.�e.iut■■■ftlllit .• - - itnl■■i.l■■■tl■■in■■■tl/■■■1/■■n■■in■■1 �, � , �� \ � I..■1.■■■I■..Elft..■I■■■■i./■■I..■■i/!■/1■■ .ism■ttaa>ua�t��■t>v■f�■■tt■�t�i�s ���--,�� oil oil oil == nn =-- 11� == == nn === nen ;= _ == nen === inn == _-- -_ _- - _ 11n =_- Loll -_ i = it 111111 II --' - 11 111111 11 - = _ - 11 111111 11 - - = 11 111111 11 - = -Iu■iru.wnr i • amu_,. noir► �:ai■1:.:.1:■■ ■.. -1 r.■■1.. -•--11.■rl.r.l.rrlmoo ... ■ Is 211 iiiiViii'IB iiI _ ---_r- - u■.rurr �� _ Lrlrl.art �� mom I on ,■■■ a YY.� ■■■I !I! ■■u■■tal■■ - SWISMON, -�-� �— flfalrrfrtt �� . ■■■ ■■■ --I■■■ s■■■ ■�■ loom 11111i ww.�A1 �/��.H.----- .�■■H��■H��■H, ■■mail■ttI/r■■I..■■la\ _ •■1■..1■■■t.■■11_�■t.f.t.ulr■.i - 1■.■.I�a■■���.wf�rr� �_� trlaw.Ia.rl■...����Iwl■w.la.■aa.l ■.■tlt■■tl.■Olrr-----tr01■.■al■.■al■ --__ �_� Illratlt■■■11■■alll =-tt■■■lar.■I■■■■I ^Y UI■rrlfrrlf■.---�'Iwt■w.l■.■It.l .,! !!! a.■■I.raalaw■al■■=���a.■■I■.■alaraala ��� Iltr■■11■■■Ilrfrltl--�-It.ra11■ftlrrafl �� � �� uu..urruo --I.n..uolul r.rur.ulrwtuu:=='Uuu.ruuul■ ■■■ ■■■ ��� uuuuruwum---_u■.fla■aflal II IN to Elm !�-intsmall ■Ir■■...■..■■a1— ■.■■...a.■.w III I mailrunl_ nuauuwrn� - ■1■f.tr■ala.11���.Irf.l.fr.■■�.��+w.w�.�� ■w1a..If.rla■■.M��1.1■.wlfwaUl.at.w1...It..a..aa..If...■..wra■..1■..1..■V..If..aawrtf.■Iaw..fr.L.aawrt■ri ■ra■1.■■aa.lala■����a.aU■.at11.■Glut■If.aal■.t■n.aalf.11L.a.la.taf.■INS arta.Ul■■aala.aU■.■tq.■.nralla..■1■.Ula..tn.■Oa.Ula■ IIIrOnO■IU■tlt/-��-IlOanganrtl nrnurnnow.■r1l.aslUgllrfrllrOlt.ftltrOlUf/ltrarlUaanrfanrOnrOlow Isla anrrfnr■■IN fr.f.a■■■..■..1��—■t.fwt.fr.■■■Ir■.Irfrl.f.1■■■1.■■.wt.l.■.r.fw..■■.■.r/.■rt.■■t..r1.■.tr■■■.■r.w■r..fr..■■Iwf■tl - 1■rw.u.wtur��_Iwlu.Iu.unrur.auris..oao..u..u.rlf..u.rw.wur.urwnw■uoluruwn..wuoo.■u. unuoua.urr_�=uutumunlumal.calf.■■lunuouf.■■luulwnlu■uuuu■■uuua.■uunn.nu.nn.uluuu■aluulu IIIr■■11■■/t/.a/n1.�_.��IUfrltraflrO{IIr■1110■111.■1111■alLftllr■rla.UnrfrlUaflUpnr■ftU■.IIO.IUUIr■OI■.OIUOltrfrltpaltraa111 ■tra...■.I.fr11-----■2asaa t.a■a.■f1.f■Ir.r..f.U�.1...1.f.1.f/.■fr..■...Y■..r..f.■.frt.■...■r1.f.a.■r.w■■.rfrl.■.al UIf.■t.ra■.. -'I.Lw■Ia.rl.a lrU...■..1■flwr■r.lfwwl■.r.a.af.all■.■Iaftall■.■1■.wlawrr.wr lowwla.r■■f1.1.aa.If..Iff1. Y�1Ia.■■I..�al�� -�a�I�.�alt�■al■■calf.Calf■aslf.t.U.a■tf.aala.a■1..■ala.falawlalf.aala.■al■.■ala.a■1■■aala.falr.tala.■■I..aala.■al■■ ■ - -' .r.■rtlra■111■/Itr■.1{wrrllr■■ItrrrIts 1111 moo llr■rIr■1111■■rllraal/11111■fair■gal r.arlaraf ----- fIw■■I.■■t.f.1.■■I.f.a.■rl■.■.r■.t.f..r■..■1111■■t■■■..arl..rlr■wr.■0101■1..rlwa..l ■ !,! 1!! �� �� -�� 1.It■rt...1■...t.w1■..If.■t.1100r.tf..lf..la.rt■.wtf.■t...l.w.l■.wl..wlt..1■0101■. ■ - - ■■calf.aan■aan.■■I.w■■1..a■nr111■.■.la■1111.■■I.■■11■.tal■■■ala.■■I■.■al■.■alar■tl■.■■la.■■1■.t■n. i --_ tUf■IU■■Itr■■IIr■■11.■tllr■■IlrarnUaltraall.■rnrlallra■tUftn■■alrrf■1lrmail r■alt■■fltrral■Urltl fl.■r1.rr1■aa.■rlwa.t.■rl.■rUfrl..ra.■■tr■■.r■...■■1.■.arfrl.■.■rf■Lf■tr■■Iwfrtl '� L1..■1■.rlf..U..1■r.If..If.a■..If.af.wlawrlfra..rlarrla.aflls as 8 ofr.Uwraf.. ��■ uuu.wuunoaluwoalso aowuurnn.aan.■■n.ul■.uuwuu.nlwuuouaalar■uuuta n■■an■■nuuwouu■n.ono■a■■n.■naoalrofn.■nr■ouuall all well■uo.uwr■noanl ■trr■Iw■■Iwt.1■trl■■rlwt■Ir■rl■■rlrfrl■frl■art.f■Irf■1■■rl■■rt■■r1.■rl■■■t■■rI■■rtl 1.If■■1..r1■.ra■..I..rla..t.■UI■.■1...1■..lar.lar.1..■t..rl■..1■wr...wlfrr.■..If.. uulu■■loon.aau.atl■.wuwomwut..a■n.■usruu.uuonuutf■aa.ouuuu■unrwu wuurnnumm�{.■uu■auaulr■nrrououunlaws ulraaur■alrroltrmoll ualrrmoll raaiUarul ■uotwuuulu■uu■ur1■trot..r■r.oris.■..uufnuwlur..■ra.or.swings l.uu Irnr.urrlu.af.rur.lu■.■olo■Ifs.If..u..urwlu.tu.u..t■on.wn..ur.rfo ouloon.nl■ranunu.ulauu■nurunrwuun.uu.un.wuuu.unonuun.uu.onr wnwonouunnu■w�n..auu■noon.■anrffuuna.onofnrulwula.au.nnrouonn ■Uuuulu■1■uuuta■■U■rloruutunorl.f■Uuuu{.u,%2MU I■■rlVNIN%N I _ r.Y�./����r♦r♦..Mt/�r����.■YMY.M�N��I�Y�Yr�Y�.■����Y.■ice.■���.�r..��.�N — lion mom �jlr�ll■ .uuu - 'Ur.111a■ - /u■urnn■ !1! ruufnl /' tu■u.■1 - "! - j nur■nn■ nauouu la.lr.alt■■ �� � t■■IUalna - �� Ia.■la rel ZI Voliiv noir 11 is 41 stio.■■1■rttlu Motes. Safety Glazing r 3603 , 20 , 4 , 2 g 6th Edition Massachusetts Building Code All doors and fixed side panels with 24' to either side of a door, t. All notes and details contained within these drawings are to be used Exposed bottom edge leas than 18' above floor. as they would apply to the house being constructed. Notes and details apply as necessary to the house design. Individual panels that are greater than 9 aq.ft. 2. When plane are used in conjunction with builder specifications and arty discrepancy occurs,the speciFicat(ons will supercede the drawings. Basement Ventilation t 3603 , 6 , 8 , 2 • 13 Girder Ends 13603 . 22 , 4 . 4-3 3. All substitutions are the re onsibillt of the Builder. sp u Basements and eallare not used as habitable,occupiable spats shall The ends of wood girders shall have a l/2" air space on top,aides t end. r! 4. All dhnenstons are to be field verified by the Contractor and any be provided with a minimum of four sliding tWe,or awning tope basement adjustments made accordingly, windows for every 600 sq. FL of floor area. Cripple walls 13606 , 2 , 8 4 3606 , 2 , 8 , 13 S. All work shall be completed in compliance with all appllcablB f=oundation cripple walls shall be Framed of studs not less than the studs Building,Plumbing,Electrical codes. Any other locar,state and/or Minimum Ceiling Helpht t 3603 , S , 1 � supported. When exceeding four feet In height,such walls shall be federal codes that " apply to this project shall be considered Minimum ceiling height Habitable rooms,except kitchens,shall have a framed of*studs having the size required for an additional story. as part or the construeion documents. ceiling height of not less than 1' 3' for at least 5G9a of thea required areas. 6. All waste materials and debris shall be removed and disposed Bracing= Such walls having a stud height exceeding 14 inches shall be of properly. Exceptions: considered to be first story walls for the purpose of determining the 3. Habitable basements shall have a minimum clear csiling height of seven bracing required bg 180 CMR 3606 . 2 .9.stud walls less than i4 inches 1, Numbers act within C]reference that section of the 6th Edition of feet zero inches except under beams,girders and other obstructions in height shall be sheathed with pluwood of wood structural panels the Massachusetts State Building Code. spaced not less than four feet on center may project not more than attached to both the top and bottom plates in accordance with 8. These drawings were prepared per guidelines set forth in the ebc inches below the requiad ceiling height. Table 3606 .2 . 3a,or the walls shall be constructed of solid blocking. Mass.State Building Code section [ 36 I for 14 2 familu dwellings, ,access to Crawl Space t 3603 , S . 1 3 " Table t3604 , 2 , 23 Garage / Nouse Separate t 3603 , S . 1 ) opening 18 x 14 (min) g Minimum Specified Compressive Openings from a private garage with either wild wood doors 13/4' Assess to Attie t 3603 ' 15 . 2 3 Strength of Concrete ' thick (min) or 20-minute fie-rated doors,self closing devices and 22' x 30' (min.)for attics with a height greater than 36' fire resistive rated door frames are not rag's, AiI door openings T e or location of M inimum S eciried between the garage and the dwelling shall be provided with a raised Sleeping room Window Opening yp p sill with a 4" min. height. 13603 . 10 , 4 , 13 Concrete Construction Compressive strength 1 33 a ft.,20' x 24' in ether direction, Basement walls and foundations 2 Fire Separation 13603 . 5 . 2 ] q. not exposed to the weather 2,50 0 The garage shalt be separated from the residence and its attic area by Exit Doors 1360-3 , 11 . 1 ] means of minimum 5/8 inch (16 mm)type X gypsum board applied to the Baaement slabs and interior stabs 2002 garage side.Wherever the attic area is continuous be the garage . , 1 - 36' side x 6'6' high,others 2'8' wide m1n. . . on grade,except garage floor slabs and the dwelling a fYestop of 5/8 inch (Ib mm)tope X gTsum board i with a minimum of one coat compound and tape shall be used to form interior Doors t 3603 . 11 , 2 1 Basement walls,Foundation walls, " x b'6' h h (min} exterior walls and other vertical 3 a barrier to separate the garage and dwelling. 30 wide concrete work exposed to the 3,000 Exception: Floor Surface 13003 , 5 , 3 I L Bathrooms 28'-(min) waather Csarage floor surfaces shall elope to Facilitate drainage toward the 2. Existing Bathrooms 24" (mina Porches,car port slabs and steps main vehicle entry/exit doorway. exposed to the weather,and 3,500 3,4 Ventilation Required 13603 , 6 , 2 ) Neat Detectors 13603 , 16 . 4 I garage floor slabs (Reserved) Every room or space intended for human occupancy shall be provided For 51: 1 psi -6.895 kPa. with natural or mechanical ventilation.. . Smoke Detectors 13+603 ' 1(0 , 10 1 Exception= Every bathroom and toilet room shall be equipped with a Smoke detector/heat detector locations: L At 28 days psi. > mechanical exhaust fan. L in the immediate vfclnity of bedrooms., 2. Concrete in these locations which may be subject to freezing and Minimum Glazing area t 3603 , fb . � . 2 � 2. (n all bedrooms, thawing during construction shall be at-entrained concrete in • area.o not less than 8% of the area VZ of there required 3• In each atory of a dwelling unk including basements and cellars, accordance with Footnote 3. Exterior glazing q but not including crawl spaces and uninhabitable attics: area of glazing shall be operable. 4, 1 for everej 1200 sq,ft.anti. 3. Concrete shall be at-entrained.total air content (percent bg volume of concrete) shall not be less than 59; or more than 1%. Roof and Attic Ventilation 13603 , 6 , 8 , 1 , 1 1 4. See 780 CMR 3604 .Z .2 for minimum cement content. Ventilatin area shall be l/W of the space.This can be reduced- Legend" O 'Smoke Detector i y 1/300 when a vapor retarder 16 Installed. 510" 45'6' -------- r ----- 21 - � b' 1 , ----- � -� ------------J •► ------� .,• L--------------------------------------------------------- --------------------------------------------- --- ----------- -- ' .--------------------------------------------------------------------------------------�. �' --------------1------��zaraa� Eintsh -------------------- ----- 2'8' x IT 2'8' x 1'3" 1 j , u For Foundation or r •. i L 4' Concrete Slab 10" Concrete Wall / 8'O" Pour i ' O pee 'General Notes' � F'te Separation' b x b-b/b welded act's fabric 3p00 psi concrete ; .•, 1 �-- O ' placed at nid-depth of the slab. 10' dp.x 20' w.contin. ft'g. 13603 . 5 . 21 200 p.s.L concrete Dampproof exterior surface 1 5 asement X; n'o" W� t t _ 6�0" 4�8" 4,O° 6,O" 6,0" 6,6� 6,0" n i � 1 ' Dai I i x 8'O" 8'0° t 1 pi I 2'2" 3'10" I • ' 1 _ to 1 1 a� - M Dal / 1 _� ' ' ' i i i i i 1 i i i ' i O ----- ' 1 1 I -J.-.i. I - I � - I ��- I - � 1 s I ► 1 1 1 -°� 3 V2" Dia.Lally Columns 1 1 , r P T" T�7 , , t , ••� 1 n = 1 1 1 s =w I W/3'6' sq.x 16 dp.Footing -- __i ' I I Lj_J_J_!I 1 t t 1 , (I req'd) 1 s m 4' Concrete Slab L i .i .1i 3 - 2x12 Center Beam (torp.) > - - - ' O Slope For drainage BEAM POCKET � •'• *' E i I i p 3 00 p.s.L concrete 2 - 3 1/2°Dla�Lally Columns I _! b' W x 6" D x 9° N 1 1 I ;1— 6 x 6-6/6 welded wke Fabric With 2 6 x 4'(P' x 10 CO.footing p Shim beam wRh steel ; m ' I ' " placed at mid-depth of the slab. p shims or hard brick 1 la O 1 I l p � 1 i I 4"(min)Ste down Into Garage 3 V2' pia.Lally Columns U P (1 Req d) X 1 1 I 1 p With 26 sq,x 10 dp. footing 34" h h (min) % ' 20 minute Fire door(min.) req'd) i9 r , , Cxuardrall ' � .,• --------------------------------------------� - ------------------------------------------ a WON -------------- ----------------------------------------------1 r-----------------------1 r-------------------------------------� •►. 1 1 j '` � '� •� 1 1 '` 1 1 ` _ 1 , i 3,6N --------t 10 j 1 1 1 1 1 1 1 1=-"` dimensions to be field verified and changes made accordingly. 40'0' ation drainage shall be provided around all concrete or maeon tions enclosing habitable or usable spaces located below grade. at io P lan y` .5 . I and table 3b04 .5 .1 I n walls enclosing habRable or storages ace shall be V4' = 1'O' r,,r rrnm the- toe of the footlno to finished grade. 13604 .b . 1 I 16'2374' 10'5 : 56■ 13'9344u 1 5'$3,41 4'71" g'4ii4" 661,4' 3'0' 2'61 703,4 a 56 50 =.� 2'10' X 3'02'2'10" X 3'5ti" Vent J n ` 6'0' SLIDING j 5'8' X 551,2" i ®Pan ' I = Breakfast 0 L.ay . Studitched _ 0 Ob o 2,41 Actual cabinet layout may vara i U M � I n 2 . 2'6" 2'21 L 2'01, 3'6" ,u 0,„, b�44'6' 3'4I4” �; '4'0" _o o - r r 00 C14 -- ------------ ,n 3'0' 3'0' X �. 4 � "1 -civ c ti 34' high (min) _ _ _ _ _ 30" - 38' high O O Guardrail handrail (tv.) o °� LO 2'10" X 5'51,2' 2'10' X 5'51,7' ' ' 4 O _ v x iiia i1 I� _ `r 2'10" X V02" 2'10" X 5'51,7 ' ' ' ' 2'10' X 5'51,7" 2'10" X 5'51,2' 210' 3'0' 2'0' - 'O " O" Ml 4' " 4303O3030646To" n 16'O" 13'6' 3'6' 6'O" 3'b" 13'6' { 10 56'O" i 1. Window R.O. sues are for Merrimack Valley Northeaster window un(ta. 3 ' - ' " sq, ft. LIVIna n� 2. All dimensions to be rield verified and changes made accordingly. V4 . - I O 11'09 1'0" 01 1 01 4'8' V4' 5'0" 3�6' Vent 4 i- - - - - - - - - - - - - - - - - - - - - - � 1'10' X3'5L2 2'102X3'5�5 5'81X5'5('2' � :. 5edroom 04 j O , Walk-in i- Fan Gl0set 36" 5'p' S'p' -- C4c 1, 2-6 o 4'21/4" 2'89 5'10' Z'4" O xr 34' high (min.? 4 Closeoset t ClN = M athi a - Csuardrail c � 2�4O s � �n ;14 2'4' ClosetC14 ----- - I ------- O , 149 30" -38' high _ handrail (tV.) O I 2'10" X 5'51/2" CA - . - - - - - - - - - - - - - - - - - - - - - - � 5edroom 3 p M fBedroom 1 3'101/2" 5'p° 3�6" ��-r aN 5,bp ri"p" b'6° 2'109 X 5'51/29 210" X 551/2" 1droom 2 2'10" X 5'b1/i9 1'10' X 5'T�l'i' 410 4'0' ' 6'6" 13'6' 13,011 10 56'09 Notes: 5er_ Floor Plan -y 9`1 I. Window R. 0. sizes are for Merrfnack Valley Northeaster window unite. 1/4" = 1'Ot f' 1 �3 1� $�, f t, L 1v 1ne # 2. All dimenefone to be field verfried and changes made accordingly. E j - 40'0' O v a 1 7 i i l� a Ln DN 4 i 2'10" X V5V28 2'10' X V5 2' , z n 4'9' 5,0, 3's" ( 3'9° 5'01 4'9° 10 13,6, 1310' 13'6' 10 5-21 ttin Eaar.. Flan 1. Window R.O.sizes ars for Merrimack Valley Northeaster window unit. 1/4' • 1'0' 2. ,4ll.dimensb►zs to be field verffied and changes made accordingly. 11152.5 sq, ft. - Attic 4 � - - SPRUCE - PINE - FiR No. 2 -6161 - __Modulus of Elasticfty 'E' • 1,400p00 Eel, Mass, d a Fb:. 2 x 4 - 1 ,510 2 x 10 - 1 , 105 Design Dead Load z x 6 - 1 ,310 2 x 12 - i ,ateCenter Girder 4 Columnaci 2 _.x 8 - I ,210 [ TABLE 3605 .2 . 3 . id I Design Dead Load = 10 lbs,per square root i [ Tables 3605 . 2 .3 .la,3605 .2 .3 . b t 3605 .2 .3 . Ic I MAXIMUM ALLOWABLE SPANS FOR �"� JOiSTWRAFTERS Joist under Bearing Partition 13605 . 2 . 3 . 2 3 ` Joist 3o PSF'. 3o SF Joists under parallel load bearing partltlon5 shall doubled or a Floor size 2 x 6 2 x S 2 x 10 2x 12 PSF 4o PSF 40 PSF beam of adequate size to support the load. i2'OL. 10 -I V2 13-4 v2 n-1 v2 -4 1!2 One Story Two Story Three Story $earing 13605 . 2 . 4 7 F irst Vo"OZ. 9 -1V2 12-11/2 15 -1111 >7-5 V2 COLUMN SPACINGS UNDER GIRDERSIRDERS The ends of all ,joists,beams or girders shall have 11/2' (min.)of [ Table 3405-6 I bearing on wood or metal and 3° (mina on masonry. Second 12'OZ. 11- 11/1 14 -9111 18-10 V2 22-41/1 Gsize Bridging r lb'O.G. b -I U2 13-41/2 I6 -$ V2 19 -13 - 2 x W - 24 W - 26 W - 28 W - 32 I/2 3 2 x 12 13605 ' 2 ' 5 ' 13 At IG 12' OZ. 12-SI/2 16-10 In 21 .11/1 — One 6" 10'-3" 9'-10° 9'-62 8'-11' Joists having a depth-to-thfcknese ratio exceeding 6-1 based on nominal Tuo story T-$° T-40 T-I" 6'-8" dimensions shall be supported laterally by solid blocking,diagonal No future rms 16' OL. 11-11/2 15-4 V2 19-1 in — ° , , bridging (wood or metal),or a continuous one-rnch-by-three-rnch strip > a OWN 6-4 6-1 5-11 5-� set perpendicularly across the bottom of Joists and approprlately Attic. ° Off• 16 - I v2 11 -3 v2 21-s trr -- Column sizes - 4° x d' or 3 V2° diameter steel 9 ng nailed.Brld r shall be installed at intervals not exceeding elaht feet. Gapsa 3/12 16'O.G. 14 -lin 113=41/2 24 -8 V2 — Footing Size 2'-64 x 2'-6' x i'-3"d Drilling 21-8 RooF °OZ• 12.1 15 .3 18-sDrilling andNotches 136D5 . 2 , 6 . 1 I over attic 16' O.C. 10 -5 13 •3 16 -2 18 -9 Notches in the top or bottom of Joists shall not exceed one-sixth of the depth of the Joist,shall not be longer than one-third the depth of R O O f 12' OZ, 11 -0 13-11 11-S 20 -6 the member and shall not be located in the middle third of the span. Cathedral 16' O G. S-6 12-1 15-4 n-9 Minimum Uniformly Distrbuted Notch depth at the ends of the member shall not exceed one-fourth the Joist depth. Live Loads (lbs. / sq, ft,) Notes: [ Table 3603 . 1 .3 1 Holes 131605 . 2 . 1 I L All structural materials shall be void of any defects that may Holes drilled,bored or cut into Joists shall not be closer than two inches diminish their capacity to function in an adequate manner. LIVE Structural Engineering or an other professional services that U S E LOAD (psf) (51 mm) to the top or bottom of the Joists,or to any other hole located be required shall be pyovlded b5 others. In the Joist Where the Joist to notched,the hole shall not be closer than may Balconies and decks 60 two inches to the notch.The diameter of the hole shall not exceed Maximum allowable spans for header Garages (passenger care only) 50t 1) one-third the depth of the ,joist. supporting wood frame walls Attics (roof slope 3/12or less,no storage) 10 [TABLE 3646.2 2 , 63 Attics (limited storage) 20 Size Support'gHeaders in Livings Areas (except sleeping rooms) 40 of Roof I Story2 Storle Walls not Sleeping Rooms 30 Header Only Above Above supporting Stara 40(2) floors or roof 2-1x4 4' Guardrails and Handralls 200 (style concentrated load at any pont along top) 2-Zxfo 6' 4' 2-2x8 S' 6' 10' Note: 2-2x10 b' 8' 6' 121 (2) Star treads shall be designed for a single concentrated load of 300 lbs. over an area of four square inches. 2-1x12 IZ' 10' 8' 16' L Nominal four-inch thick single headers may be j substituted for double members. I H 2. Spans are based on No. 2 Grade Lumber with j 10' trbutary floor and roof loads. 4" Slab Step down Standard SoFfit 5111 _ 2x Bottom Plate Ed , 2x Band Joist Roof Rafter Insulation Maintain 1' min.clear. 2x Floor Joist O D o A I -2x6 PIT, 100' D �► D >� 1 -2x6 K.D. Sill Fascia Board w o_ U/5ill Sealer 4' Catling Joie Soffit Anchor Bolt or with venting Muds(il Anchor Straps p Concrete Foundation Step Footing Standard Soffit Center Beam 10 2x Bottom Plate C11" Glea"aees 13610 . 2 . 5 7 �' Roof Rafter 2x Fire Blocking Chimneys shall extend at least 2' h' her, than an anion of the 4'-0° - 4'-0' ; tear. v butld(ny within 101 but shall not beers than 31 above the Mamain 1 min,c irtulation g Hurricane cib Zx Floor..Dist point wh Qere the chimney passes through the roof, a - Center Beam :a 4 Fascia board Gambrel Cantilever 4 Soffit ,r —Lallu Column Cap Plate Soffit fasten to Center Beam with ventina Roof Rafter Lally Coiumn --- y 1 � Mudsill Anchor Exterior interm. Fir. ridge 5eam catling Jost t Continuous Baffled Spacing Plan Rldge Vent x 3I A i'-0° 2x Bottom Plate 2 x 4 Bottom Plate Ridge Beam (max.) I (max.} - 2x Band Joist v a Floor 5heathtng 2 x $ �a 16" O.C. Floor Sheathing i O a n a 2X Banti Joist n r ° - X a Aa A n 4 Roof Rafters �-2x Floor Joist D - r 2x Floor Joist Fascia Board Simpson Mudsill ° __ Anchors MA6 2 -2x Top Plate _ _ - _ - - Z - Z x 4 top Flats . '• - - see note 'Sill Anchorage' 13604 , 10 1 -------------------------------------- Anchor Bolt Cantilever Ridge hoard raised Soffit oaf Rafter i Spacing Plan Continuous Baffled I -e ch slide(ioaangie p g Floor Sheathing Ridge Vent 1`-0' Ridge Board 2x16 Plata G1' Solid Blocking 2x Bottom Plate w/6 - 16d nails 1 x 8 Collar Ties 3/4' Plywood each Joist/rafter a ' ' ° Zx Band Joist �. •a , -; -,'� O X 2x Floor Joist 4'Op O.C. 2x Band Joist D o�. sem• p 4�• 'p i Roof Rafters 4 , Insulation -- - -- Fascia Board 2 - 2x Top Plate Cantilever Ceiling Joist Anchors bolts or _ Overhang -"- _ _ _ - App'd Equivalent _ - Soffit - with venting See note °5111 Anchorage° E 3604 . 10 1 was MOM MOM III II II I IIIIBM RUN] Ea �ll � WO Fff 01' all KEENE ------i-NONNI ��iiiiniii� �I ��il IIII� II EN .II I!e � eenllll ..,;llld + G2V202Continuous Daffled Ridge Vent ' 10, 10, 10 / 14-14 2 x 12 Ridge Board 1 x 8 Collar Ties 6 4'0" O.C. located in the upper third of the 12 height of the roof,measured From the sill plate to. the ridge. 12 - w Rooff�. '— Composite@cof'ng No. B Bulding Paper � - n 2x" 101� 16°IO.C. 3 0 3/4 T 4 G Plywood + Attic - Beam Fascia Board a a y 1 1x1co) F16' O.G. Soffit s R30 Insulation rrier with venting Vapor Ba i V2 Wallboard. � ' Main Po��� , s � cA m Floor %ection _ 1 o 3/4' T 4 G Pluwood 1/4" = 1'0' Q = - Second - 2 X 10 Q 16' O.G. O - - - Cedar clapboard gilding i FYe Blocking AY Barrier I M V2' Plyywood 2x6 �116' O.C. RIS Insulation - OQ O Vapor barrier o V2 Wallboard cA Floor O rn M 3/4' T 4 G Plcuood o `� 2X10Q161O.C. c Yst U Rig Insulation1 - 2 x 6 P T, I - 2 x 6 KD. _ - - - Continuous Sll Gasket _ - - Fire Blocking - VY O.D.Anchor Dolts 9 6'O' O.C. X. Foundation Finish 3 - 2 x 12 Center Beam 10" Concrete Wall / 8'O' Pour { Grade L WOO psi concrete ' 3 VZ' Dia.Lally Columns 10' dp,x 20' w.contfn.ft'g. s Dampproof exterior surface ca 14'O' 14'0' Perimeter drain (typ) 4' perforated PVC pipe Crushed stone 4' Concrete Slab AFE3604 Filter membrane cover _ Basement S _ .5 Foundation Drainage I (�_ C Table 3605 .5 . 11 W241205 r Continuous Baffled Ridge Vent f 2 x 12 Ridge Board r - Attic 121 x 8 'A 16' O.C. R30 Insulation 12 Vapor Barrier V2 Wallboard. Composite Roofing No. 15 Bulldirg Paper FlQo33/ �d Cs Plywood 1/2' PI Cod Second 2 x 10 Q16' OL. 2 x 8 FIE,, O,C. -- S Fascia Board R30 Insulation R30 Insulation � Soffit with venting ffin� siding • Air Harrier PlUwood `a ,i �OOr 2 x b 16' O.C. 's 3/4' t 4 Cs Plywood R19 Insulation 2 X 10 Ii ib° O.C. Vapor barrier _ First- _ Rle Insulation V2 Wallboard 1 - 2 x & PT, I - 2x6KD. 2X Fire Blocking Continuous S11 Casket Arox. • p�-— -ora 3 - 2x12 Cantor Beam 1/2' OD.Anchor Bolts 0 6'0" O.C. Finish For re uir 3 FoundationDia. Lally Columns Foundation w Grade see 'General Notes' 10' Concrete Wall / 8'0" Pour 'Fire Separation' 3,000 psi concrete ` E3603 -5 .21 10' dp.x 20' w.contin.reg. . Dampproof exterior surface Perimeter drain (typ) 4' Concrete Slab Basement 4' perforated PVC pipe Crushed stone - - - Filter membrane cover v 13604 .5 Foundation Drainage 1 [table 3bO5 .5 . I I nation V4' = 1'O" Colonial Two L Btalra / I 5tra ei -t;91r Drafting Services Stairway Width: 110 Main St, Unit 0204 C 3603.13.1 I Width=Staticays shalt rot be less than 36' in clear width. 6th Edition M a53, Bldg, Code II Tewksbury, M A O 1816 Treads and R isers (918) 851-1330 C 3603.13.2 7 Treads and rberse The ffoxImm Aer height shall be 8 1/4" and the.mhhun tread depth shall be S' Tolerant.:between ad,jac-nt rbers,3/16" Total riser dtnen*bn tolerance:3/8' NosinC 3603. g 2PI Oski4 proFIle:Q nosh-, shall nct extend more than • I V2'beyond the fats ofthe riser below. ISM - 2x Header 2x Floor joist 2-2x Header � `e m•i n f mum Headroom= r 9' t4 x tread C 3603.13.3 I Headroom:The minhum headroom h all parts of the 12 T 9' ■9�0" ;YX I statway e!all not be less than 6%6". Cal p 2 x 125trNars F irest o in : _-� I -/ JL 3606 .2.1 I Fhaatopphg shall be provided to cut off all concealed v �, i ' 2 x�4 Fire Blockhe 1 '1,� Flat-d parallel mtih strk,gers spaces between stat strNars at the tap and bottom of the run. s' cla ° Guardrail Details= . W x , --2x 4 Studs lbeuond) L 3603.14 ,2.1]Guardrail dotage Porches,balc.^n>rs,decks or Cn �'' „�� rabed Floor surfaces located more than 30' &ova the floor or grade below shall have guardrails rot lase than 36" In hat3ht.Open sdas , ?x Header 1' 2x Floor,jots! 2.2x Header of stairs wAh a total rbe of more than 30' above the floor or grade below shall have cuardratl,which shall also serve as handraAs, j r not less than 34" i bight measured vartically from the noehg -UI 2 x 4 Studs r of the treads. (beyond) Guardrail opening Limitations= Ln I ' L 3603.14 .2 .2 t Exc.I= Required auar`:'ra(Is on open side of statwac�s, 2 x 12 81rinaer s balconies,porches,decks and rabed floor areas,shall have Kwwdiate rage with 1►sulat7on balusters cr omawntal closures which prevent the passage of an object ql s f- ockre X r :> Plaead parallel 5' or mora h diameter. N I N r with atrhgers Exeaptien-Triangular spats*formed by the riser,tread and bottom raft of z 2x Header a ouard at the open side of a eta"*say be of stza to prevent c?0"`• --2x Floor,job! *,fapa*ea5a of a sphere 6' 1n dlamtar. Carla Baan Handrails= • I o r 13603 . 14 . 1 . 1 I Nandratls having 30' min,and 38' max.heights I respectively, measured verticallyhom the nosing of the treads, I shall be provided on at least one side of etainuays of 3 or more risers, O I i s ' �.X. r �-2 x 12 Strhaers L.xce tbro= IN I ` Lally column beyond) L Wandratla t all be permitted to be Sntemipted by a newel —' post at a I ! 2. The use of a volute,turnout or starting easing shall be allowed K' I Mt,int tread =9" r over the lowest tread. Handrail Grp Size= Stahay circular handrail cross section= 11/4' mh and 2' max. b- Other shapes,perimeter: 4' min,and 6 V4' max. Gross-sectional dimenslon of 2 5/8' max.13603 . 14 .1 .2 1 r�0' I 1'O" 5'0' 5'0' 1'0"12 x 12' D e r,k 'C ------ ---' -------------' - optional ;__ ___ _ Stam location,number - -of risers and treads ' may vary due to site conditions. I'O" Dia. Concrete Pier O O 2x10 (P.Ta01b1O.C. O Joist danger (tup.) LL MAXIMUM ALLOWABLE SPANS EOR JOISTS IN DECKS AND BALCONiES [ TABLE 3b05 .2 .3 Ic d 3605 2 . 3 1d I 2 x 10 (FT) Ledger Southern Pine No. 2 Non - dense Lag bolts '@ Ib" O.C. n n - � Modulus of plasticity 1: - 1,400,000 ak Fn: 2x6 - 1,325 2x10 - 1,095 Faundatinn FrAfflina. 2 x 8 - 1;65 2 x 12 - ip35 U4' = 1'O' Jo let U4' = I'O" She 2x6 2x8 2x10 2x12 rolet 120 Oz. 8 - 11 11-10 14 -8 n-5 spacing 1e° O.C. 13 -7 10 -9 12-8 14 -n b , I. Deck deeign loads=b0 lbe per - Live Load, 10 lbs per Dead Load. Ji 2. Final deck location to be determined by builder and site conditions. ' 3. Deck fhbh materials to be determined by builder. S' Clear (Max) Rail (Decking,Posts,Rall ngs,Balusters ) 4. Bottom of Footing to be 4'0" (min)below finish grade. Post 5. See Stair Framing Section Detail drawing for additional information Flashing cn regarding: Staftay width,Treads and Risers,Guardrail Details, Lag bolts 0 16" D.C. 3 - 2 x 10 (P.Ta Guardrail Opening Limitations,Nandra(le 4 Nandratl Gr1p Size. 6 x 6 ff.T.} Post Deck�g • Post Anchors Grade •--+--2x Deck Framing (P.T) y . 4 s o a Jolet Wanger Colonial Drafting Services concrete Foundation 110 Main St., Unit #204 S a a t Tewksbury, MA 01816 � �a / Pause Cannection �� 1/4" = 1'0' (910) 851--1330 � a 110" AFUE rat with Multiple S stemsAnnr.,ndix � 's Guide MAScheck Software User Notes and details apply as necessary to the house design. Chapter 11, 3rd paragraph . .When installing more than one piece of equipment, national Fenestration 'Rating Council Minimum Duct insulation Z Table J4 , 4 , 1 . 1 J i; you must use the efficiency of the equipment sifth r the lowest rating, l NFRC Label ) r J1 . 5 . 33 Inside building envelope or in uncondRIoned spaces, Windows,Doors and Skylights shall have (NFRC) labeling. TD is less than or equal to 15 Not required Air leakage' I J4 . 3 . 2 1 Use default values from tables JI . 5 . 3a, 4 b when U value Window and Door Assemblies is not available. TD Is less than or equal to 40 and greater than 5 R • 3 . 3 ( Manufactured doors and windows,maximum allowable infiltration Tp b rester than 40 R = 5 "O see note 1 vapor Retarder I J4 . 2 , 11 g rates in per table J4 . 3 .2 Rs wired on winter warm aids of exterior walls Floors and q TO le defined as the temperature dffference at design conditions Frame Type Windcws Doors unvented ceilings. between the space within which the duct is located and the (cfm per ft of (--fm per ft= of doer area) deslan air temperature in the duct. operable sash Access openings= I J4 - 2 . 5 3Note - 1= insulation resbtance for runouts to terminal devices less than crack) Openings through insulated envelope such as hatches Wood O . 34 O . 35 0 ,5 scuttles,pull-down stairs,etc. shall b Insulated to the 10 fest in length is not raqured to exceed an R-value of 3 , 3 , same level as surrounding area. Minimum Pipe insulation r Table J4 . 4 . 91 Aluminum O .3l 0 , 31 0 , 5 O . 31 O . 3'1 O . >; Sys;�,em capacity= t J4 . 4 . 2 . 1 . 1 4 EXc. 1 7 cflu of the sustem at design conciltions System up to 2" diameter PVC Rated output capa shall not be greater than M% of the calculated design lead. Low pressure/temperature sustem: " Table J1 J 3a If the rated output capacity of available equipment options 201 - 2'r0 decrees 1 V2 thick exceeds 125% of the design load, then equipment with the U-value Default table for Windows,Glazed Doors and Skylights smallest output capacity above 125% cf the load shall be used. Low pressure systems= V24 thkk 120 - 200 degrees Double glazed } Stngle 4 Single glazed Glazed with storm Air Leakage E J4 . 3 , 3 3 f ; Metal-Clad Wood 45`bevel O . 60 Operable 0 .98 � �� seams or penetrations In the budding 45°bevel envelope that are sources of air leakage shall be Protective membrane 1 Fixed 1 .05 O 'S8 " ' sealed, examples: Door O ,eC3 O .51 - �-- skulight 1 .50 0 .884 el Joints between framing t window/door frames, Wood / Vinyl Wall assemblies or their sills 1 plates, Operable 0 •g4 0 .59, Walls 4 roof/cetlina, ' Fixed 1 .04 O .51 _ Rigid insulation A + 5 . 45' (mW I Door O ,98 O .5b Separate wall assemblies, O 60 (see MAScheck t Skylight It or 1 . 41 0 •85 Wails 4 floor assemblies, print out for min. = Rigid insulation Glass Block Assemblies 0 ,(00 R' value req'd) °�� (see MAScheck print out Penetrations of utllity services, d° °4 for minimum R value required) Penetrations tFm wall cavitu top 4 bottom plates, Table J1 . S . 3b ° I j U-value Default Table for Non-glazed Doors Scaling around tubs and showers, 14 � . 4 e 4 s a Steel Door* (1-3/4" thick) With Foam Gore Without Foam Core Attic and crawl spats access panels, Recessed lights, 0 .35 O ,bO • Plumbing,electrical and HVAC penetrations, Option - I Option - 2 = Without Storm Door With Storm Door and all other openings In the bldg envelope. ' " thick These are openings located in the build �1 ab on Grade . Wood Doors (1-3/4 ) 1n9 Panel ukh 146 inch panels 0 .54 0 .36 envelope between conditioned space and Woilow core flush 0 .46 0 .32 unconditioned space or between the conditioned exterior Perimeter lnsulation Details Panel ukh 1-1/8 inch panels 0 . 39 0128 space and the outside. V1' = I'O" Q Solid core flush 0 . 30 O .26 t , Date..... ... ... No 1.7X........ NORTry "o° o � TOWN OF NORTH ANDOVER PERMIT FOR WIRING �,SSACMUS� This certifies that ...... .. (�t . .. ' L has permission to perform ..... ....... wiring in the building of...!.M�.'; ...{ . U � ................................. I ; " ( 1I, � u, l '� L: f3 at.....,........................................ �.................... ,North�Amdove6Mass. ...................... �tLECfRICAL INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK:Treasurer - V OOof' = 3a 1 , — The Commonwealth of Massachusetts Office Use Onl Permit No. V +� Department of Public Safety fig BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Occupancy & Fee Checked 3/90 (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code,527 CMF 12:00 (PLEASE PRINT IN INK OARS TYPE ALL INFORMATION Date — City City or Town of N. A n c�ov er To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. �k ISS �I�.�,s-4,r CAD Gk �,.s,�„ r � 3 Location (Street & Number) ,� Owner or Tenant I�/lG^II'' !O o CM^S�--u-t--k o Owner's Address—0 i-Cl(�l r S f' �� a `aJ �(,Sy '✓�,, (7i Is this permit in conjunction with a building permit yes s?", no ❑ (Ch,;k Appropriate Box) Purpose of Building ht—y-2 i"101-e- Utility Authorization No. o0o -q 50 Existing Service Amps I Volts Overhead ❑ Undgrd ❑ No. of Meters New Service 0 0 Amps (to 110 volts Overhead ❑ Undgrd No. of Meters f Number of Feeders and Ampacity Q Location and Nat ^e of Proposed Electrical Work tr ^ �n '1 `^� "` TOTAL No. of lighting Outlets No. of Hot Tubs No. of Transformers KVA Above In No. of Lighting Fixtures Z Z- SwimmingPool rnd.❑ rnd❑ Generators KVA No. of Emergency Lighting _ No. of Receptacle Outlets No. of Oil Burners Battery Units No. of Switch Outlets Lt No. of Gas Burners FIRE ALARMS No. of Zones TOTAL No. of Detection and No. of Ranges (v No. of Air Conditioners TONS If Initiating Devices HEAT TOTAL TOTAL No. of Sounding Devices No. of Disposals — No. of Pumps TONS KW No. of Self Contained ( '7 Detection/Sounding Devices r No. of Dishwashers Space/Area Heating KW Municipal No. of Dryers Heating Devices KW Local E Connection ❑Other No. of No. of Low Voltage No. of Water Heaters KW Signs Ballasts — Wiring No. of Hydro Massage Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liability Insurance Policvlacluding Completed Operations Coverage or its substantial equivalent. YES =-., O - I haave submitted valid proof of same to this office. YES NO If you have checked YES. please Indicate the type of coverage by checking the appropriate box. INSURANCE F-T BOND ❑ OTHER ❑ IPlease Specify)_? 4 (Expiration Date) Estimated Value of Electrical Work $_ ?00� Q0 _ Work to Start-1-- 11-00— Inspection Date Requested: gh c.t�t t(� Final Signed under the penalties of perjury hh FIRM NAME_6 _iL � C3wLs Com- - - --- ...----- LIC. NO. /f IS42—] Licensee____ / Sienatur LIC. NO. Address a_�ClXI --_ ✓ _ �S✓���1—� 01TA2— Bus. tel. No. �S7 D 00 o 1 Alt. Tel. No. OWNER'S INSURANCE WAIVER i am aware that the Licensee does not have the Insurance coverage or its substantial equivalent as required by 11'Massachusetts C,enera! Laws and that m•, , rmat•,,e on this aopllcation waives this requirement. Owner Agent (Please check on� ` bV� -:-lonhnr• .to - PEHMIT FEE $ Date. . . . . . .`, ... .. No "O R':otic TOWN OF NORTH ANDOVER 11° Ago. PERMIT FOR PLUMBING ,SSACNUSE� This certifies that . . . . . . . . . has permission to perform . . . :4�. . �I. . . • • . . . . • • . . . . . . • • • • • plumbing in the buildings of . . . . . . . • '.� North Andover, Mass. Fee. . . . . . . . .Lic. No.. . . . . . . . . ... . . . . . . PLUMBING INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK:Treasurer MASSACHUSETTS UNIFORM APPLICATION FOR PE T TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS —— Date Building Location /�S C li r S t /R h ✓R�Owners Name v► w� c2 h hb Permit# FA)- Amount t7� Type of Occupancy — New Renovation Replacement [] Plans Submitted Yes E] No FIXTURES w PW a E- W Q w a x A o SLBEM BAS VV T y Hsi:EWM i 2rnFLOCIR z 3MHIM aIs>� sMROCR 6MFLoai 71H FLaR s1HRLM (Print or type) Check one: Certificate Installing Company Name�/=fez 04/175 CQ Corp. Address a /ve w / P 7"cQ Partner. 419 -, 01FTC Business Telephone _ Firm/Co. Name ofLicensed Plumber: Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate bo)c Liability insurance policy Other type of indemnity Bond ❑ Insurance Waiver I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent 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 S to Phunb" g C e an a 42 of the General Laws. By: igna ol.Licepsea Flumver Type of Plumbing License Title l Jr Q City/Town icenseum e6 r Master Journeyman APPROVED(oma USE ONLY CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number Date �/ �' Oy THIS CER IF ES THAT THE BUILDING LOCATED ON 67, MAY BE OCCUPIED AS �_ IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. ,f "°"T;, CERTIFICATE ISSUED TO ADDRESS 36 /f a4&f 04rf4o� - � r 'sCHU'`` Building Inspector ORT � M N Town of 1 R over 0 No.s4a 'AA COC HIC HE WICK ORATED G'F�,`�5 f BiA.RD OF HEALTH Food;KitchenPERMIT T / Septic System �) SZ Q v ` BUILDING INSPECTOR THIS CERTIFIES THAT....... .. .....� . . . 0 ..... '� �• ............. ............................ .................... Foundation� has permission to erect.............I........................ buildings on ..�A.,- .1.6.f....C i...l.h,...�.!�!�.... � to be occupied as...1 r p � !4�94L Chimney ....1�...................................... .... +..... .... ►$ ...1.............................................fib........... . provided that the person accepting this permit shall 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 INSP OAR VIOLATION of the Zoning or Building Regulations Voids this Permit. ou �— 0 0 t� PERMIT EXPIRES IN 6 MONTHS KILE ICAL INSPECTOR 3UNLESS CONSTRU S T B16 , PSMIT IE:_ / z 3g P v �FDA �— S S O0(4 ......................... :: .................:........... er�1c _ 5�1111 ����MMIT � .BUILDING*' INSPECTOR Occupancy Permit Required to Occupy Building GAS INSP;C7:OR Display in a Conspicuous Place on the Premises — Do Not Rerhdve Rough No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Cf Ir- &r/N(495 Street No. SEE REVERSE SIDE Smoke Det.