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Building Permit #150 - 90 HIGH STREET 8/24/2007
BUILDING PERMIT Of NORTH A TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION � Permit NO: . Date Received o < Date Issued: -0� �r— �CHUS IMPORTANT:Applicant must complete all items on thispage LOCATI.CJN P-IF,0, TY 4 IER MAf�NO-, �_ PARCEL_ ZONING D5TRICT� Historic Distract yes=- o �71aciraetaop Val(ag yes. TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential. New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other epti 1IlIFloQdpl* WetlandsU�aters#�edistric41 ., .°.� aterJSewer z . DESCRIPTION OF WORK TO PREFORMED: ACC-63S Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CtAOTO,- �i e ' oa�e t ,address . 777 Supervisor's Ccrastrction Lii E�cp� pates Home�rn.provernentacen�e, _ Exp :Date: j ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $_ �Q��� FEE: $ ' Check No.: Receipt No.: NOTE: Persons contra ctin with unregistered contractors do not have access to the guaranty fund r+ature=of-Agee C�uvner -_ - - Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS DAT ECTED DATE APPROVED CONS ERVATIO COMMENTS DATE REJECTED DATE APPROVED HEALTH COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Date Driveway Permit Located at 384 Osgood Street FIRE,DEPA t gM,JT =Temp Dumpster on site yes n4 'Located,at�1241 Main Stree# i=iie De)artrnen#signatureldate COMMENTS s u Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use 0 ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan j ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic CalculationsPP If Applicable) ( ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products ucts NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit I New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 �- Pr�,�� U vs 1 y., vis . ���� -- i Date. . .. . ... . ... .. .. OF AORT o� TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION SACMUSE4 This certifies that .:j- '. . . :.�. ... . . . . . . . . . . . . . . has permission forgas installation ;!. . .-: .,.. . . . . . . . . . . . . . . in the buildings of . . . . . . . . .. . . . . . . . : . . . . . . . . . . . . . . . . at , �. . .,?� ��!. ;.!. . . . . . . . . . . . . . .. North Andover, Mass. Fee' . . .. .vLic. No2Y3Z4. . . . ' rr 'e.- . . . . . . . . . . . . . . . GAS INSPECTOR Check# 5454 C�V MASSACHUSETTS UNIFORM APMCATON FOR PERNU TO DO GAS FUrMG (Type or print) Date 2— v NORTH ANDOVER,:MASSACHUSETTS Building Locations O � Permit# Amount$ Owner's Name New Renovation ❑ ReplacementElPlans Submitted ❑ a� z 1 o H 0 3 Q U a A a o SUB -BASEM ENT BASEMENT 1ST. FLOOR / 2ND . FLOOR 3RD . FLOOR 4TH . FLOOR 5TH . FLOOR 6TH . FLOOR 7TH . FLOOR STH . FLOOR 1 , (Print or type) C one: Certificate Installing Company Name A�' �/ L Corp. Address `�Ow° ❑ Partner. Business Telephone 5--Firm/Co. Name of Licensed Plumber or Gas Fitter �� /� d d I/ f' INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ❑ No❑ If you have checked yes,please indicate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ 4 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ t 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 Gas C Chapter 142 of th ral Laws. Signature of Licensed P111mber Or Gas Fitter B : y Plumber -L- Title ❑ 2-' y .7 City/Town . Gas Fitter u�.Number Master ,\PPROVED,OFFICE USE 0,NLY) Journeyman jdrJMC ENGINEERING, INC. STRUCTURAL ENGINEERING CONSULTANTS February 24, 2006 Mr. Gerald Brown Inspector of Buildings Town of North Andover Building Department 400 Osgood Street North Andover, MA RE: Structural Inspection of Installed Engineered Components 90 High Street North Andover, MA Dear Mr. Brown, The purpose of this letter is to summarize the findings of my post installation inspection of the_,---'"- engineered steel and timber framing at the new residence located at 90 High Street in North Andover. -' A walk-through was performed on Sunday, February 19 with Mr. Steven Saraceno to inspect the installation of the engineered steel beams, engineered lumber and associated hardware relative to my design package dated October 2005. It is my professional opinion that the engineered structural components of the residence were installed in accordance with the design and the requirements of Massachusetts State Building Code. If you have any questions or if we can be of any further assistance, please feel free to call me at (978) 372-6026. Sincerely, I MAS yG CAPONE N William A. Capone, E. STRUCTURAL No,45015 0 o�pF'fl�cCIST0' FS li I 17 Hawkes Avenue Haverhill,MA 01832 (978)372-6026 Fax(978)372-6026 Date �. . . . o� 4 `0°TM 1ti0 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ,SSACMUS� This certifies that �. j . . . . . . . . . . . . . . . . . . . . C / has permission to perform --'�,. .�7 f. . . . . . . . �. plumbing in the buildings of . . . . . . . . . . . . . . -TD . . . . . .. North Andover, Mass. Fee,'-. . . .Lac. No-VPw f. . . � ,,/ . . . . . . . . . . . . ,/ ~ `PLUMBG INSPECTOR Check # � ('� Mass. Date 20 Permit*'# V Building Location �' , Owner's Name! Type of Occupancy__ New4Y Renovation D Replacement o Plans Submitted: Yes a No O FIXTURES &P. # °SEINER# _ SEPTlC# z W Pu� _ 1Ni-- V��i r� 0 ¢ of W z U)° I� m � = � QA c� 3 � U z o` w z o a o oc Q I Z = 3 .O z Z p .� � w a V o In v, �. z o o ' o u o 3 m o o g 3 sum a v o a to o sus-esNrr BASEMENT J 15T FLOOR 2ND FLOOR 3 S 3RD FLOOR 4TH FLOOR STH FLOOR 6TH FLOOR TTH FLOOR STH FLOOR istailing Company Name r Check one: Certificate ddres¢ z O Corporation vc'J_N ❑ Partnership •usiness Telephone 1 2�cer t3—F�mlCo. �ame of Licensed Plumber or Gas Fitterrt' HISt RANCE COVERAGE: I have a current liability Insurance policy or its substantial equivalent,which meets the requirements of MGL Ch.142. Yes 43.-- No a If you have checked Ips,please indicate the type of coverage by checking the appropriate box. A liability insurance poiicyjP--_ Other type of indemnity O Bond a OWNERS INSURNACE WAIVER: 1 am aware that the Ucensee does not have the insurance coverage required by Chapter 142 of the Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner a Agent O hereby certify that all of the details and"information i have submitted(or entered)to above-application are true and accurate to the best of .y knowledge and that all plumbing work and installations performed under the permit Issued for this application will be to compliance With I pertinent provisions of the Massachusetts State Plumbing Code and Chapt r 142 of the Ge�neera u" By Signature of Li need Plumber Tide Cityfrewn Type of License: a Master DYedrneymen APPROVED(OFFICE USE ONLY) 2-� 3y3 Location No. 3�C1 Date NORTFTOWN OF NORTH ANDOVER ' Certificate of Occupancy $ . 0+9.9 ,µst� Building/Frame Permit Fee $ Foundation Permit Fee $ ,a Other Permit Fee $ TOTAL $ Check # i' / Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING a, s amu.,.a �� '� f <N TlIls Section for Official Use Ont k BUILDING PERNIlT NUMBER. DATE ISSUED:`� D Z SIGNATURE: 1455 yy�l 1y Buildin "sSi r/w or of Buildings Date N . 1.1 Property Address: 1.2 Assessors Map and Parcel Number. qo N 14 N S-re-EE.T 53 Z4� t-Io. A A Dcove rt-- 1A A O l a f Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 0 914 Sltt.�_.1=p.►X11��{ -Z-3,01'8-;,? t Cly &!�,.43 ' D Zoning District Proposed Use Lot Area Frontage ft --4 1.6 BUILDING SETBACKS(ft) M Front Yard Side Yard Rear Yard Re 'red Provide R ed Provided R red Provided 30 3(10 15 15-A- 30 13C0 -1 I.S. Flood Zone Information: 1.7 Water Simply M.G.L.C.40. 54) 1.8 Sewerage Disposal System: Publk Private 0 Zone Outside Flood Zane Municipal On Site Disposal System ❑ 2,M 11 MIAMI 2.1 Owner of Record �..�+t�A.cE►�o cot_1�tt2vLTl�� P� �px S18 Nb . A�tb�/� 1N1��I�� Q Name(Print) Address for Service: c9la) +25r�-14 Telephone 2.2 Authorized Agent Name Print Address for Service: Z* 0 Signature Telephone mt' a ml 90 3.1 Licensed Construction Supervisor Not Applicable ❑ GE Address License Number 0 P o OCYC 8-78 IJ©. k0M\JEi2./ t-(A,� Licensed Construction Supervisor: (�-1 aZ3, phone Expiration Date _ Teler 3.2 Registered Home Improvement Contractor Not Applicable v Company Name'. R ` egistration N m • r Address 14 r Expiration Date Z Signature Telephone0 8U1LD1NG DOPY, Workers Compensation Insurance affidavit must be completed and submitted witli this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea...... No.......❑ sl�crrorr s rRoFM. Q> AX � +�scrr+ x Rvcrscnls ►�tus st G`ONSTRfi7CT1E3 3 C ] �'Rtl`I.P��T 11th(+��1!T`t�fl d M TRAM 35, 06 Ff=�F CT,t)a141? ' 5.1 Registered Architect: Name: Address Signature Telephone Y�) isE�ed:Pr�►f+�►aal'�rigit�ex4a�� G s - Name: Area of Responsibility Address: Registration Number Expiration Date Signature Total Not applicable ❑ Name: Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date bdMJO Wi, t r5+��?`�i`•.il` s i'':3s fir �i�le/SGE�O � a� �VGT101� t"'L—G Not Applicable ❑ Company Name- F-� ame:e.�-3 o Responsible in Charge of Construction W" (cd. c1►a1l,apgl;�ab1C .':� New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: G o►-A��vL�C1o� Or— A 5��1 C�..�— iM►L` 'C�.S O �.�f�2-( W O o t� USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ ]A ❑ A4 ❑ A-5 ❑ IB ❑ B Business ❑ 2A ❑ C Educational ❑ 2B ❑ F Factory 0 F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ IInstitutional ❑ I-1 ❑ 1-2 ❑ I-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R residential ❑ R-1 ❑ R-2 0 R-3 12--g- 5A ❑ S Storage 0 S-1 ❑ S-2 ❑ 5B U Utility 0 Specify: M Mixed Use ❑ Specify: S Special Use 0 Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels 3 Floor Area per Floors M00 V600 Total Area s --50 Total Height ft x s:: Independent Structural Engineenng Structural Peer Review Raluired Yes ❑ No J?r- SECTION 10a Owner Authorization- TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, ,as Owner of the subject property Hereby authorize to act on My behalf,in all matters relative two work authorized by this building permit application Signature of Owner Date 1,Agent as Owner/Authorized Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. ' Signed under the pains and penalties of perjury Print Name a' Signature of Owner/Agent Date *4- 110MMM Item Estimated Cost(Dollars)to be Completed by permit applicant `_ 'x 1. Building (a) Building Permit Fee(b) Multiplier V�i� 2 Electrical SG�a7 Estimated Total Cost of Construction from(6) 3 Plumbing 0�000 Building Permit fee (a)X(b) 4 Mechanical(HVAC) 5 Fire Protection _ 6 Total (1+2+3+4+5) Check Number � '� ai;.�;j�`S(. ,rkG' � ch h� ) �§. ;.,4 ✓th +. l'. ,7?.�BrE•�;3}�;,.. ,;l i ( ..iN��"�f� LAS{$.:-.: x°¢Zsi�Hk, '�N�rj j'ff R��ks � yj, l N;r. ;r A th3.r,`7. �f �*f�.ihY£' �-:^r.. C '�,� j,.s..r,..r�s:,1 NO.OF STORIES �, SIZE Z � �� BASEMENT OR SLAB SIZE OF FLOOR TRviBERS �X �-� "T ZX 12 2 No p 3 RD SPAN DEMENSIONS OF SILLS X(p DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION �1 btl THICKNESS 'dtt SIZE OF FOOTING m X2�-al MATERIAL OF CBRANEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE �a „ i.a::5�r �^: amu',. .�_�r� w �,t,��.� sa���;: �g �"S � '+��s�r�-• �e� e �c r>'" � F.� t NORTH Town of _BARAndover 3i 910 : �( dover, Mass., T 0 - lA E 1 > COC MIC HE w ICK ORATED H BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT......... /' ...... . "w'.......... ......... 11;;;j.. Fouon has permission to erect,.,.1 ...�AW on ...................... .... .... .. �....... ........ Rough to be occupied as Chimney ......................................................... ............................................................................................................. provided that the person accepting this permit sha 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 a d Construction of Buildings in the Town of North Andover. 0 ® �� PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UC�,INSPECTOR UNLESS CONSTRUCTIO ARTS Roush ...................... .. ....................... �..... ...... ..... Service � BUILDING IIVSP 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 BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 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�7�� ►-�D CO i2�tC—'(10 1 l-L.G PHONE P b�423'COS-1 LOCATION: Assessor's Map Number PARCEL 04'15 SUBDIVISION - LOT(S) STREET �A l6►�f �EST ST. NUMBER 01C7 ************************************OFFICIAL USE I C M T194"PATOWN-AoNft. CON ERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS S Pzl a� � TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWERNVATER CONNECTIONS i DRIVEWAY PER VZ0 FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTO DATE Revised 9197 Jim a ?: "°"'" ti Town of North Andover Town aerk Time stamp Community Development and Services Division Office of the Zoning Board of Appeals /7 �'4— 400 Osgood Street (0 p V North Andover,Massachusetts 01845 D.Robert Nicetta Telephone (978)688-9541 ER r Building Commissioner Fax (978)688-9542 Thisis to certify t s ;«x r have elaps m date of decision, d� r ; rn without fill of an appeal. ate d � > oyce A.Bradshaw Any appeal shall be filed within Notice of Decision wn Clerk (20)days after the date of filing Year 2005 of this notice in the office of the to Town Clerk,per Mass.Gen.L.ch. 'n 40A,§17 Property at: High Street(Map 53 Parcel 2411) NAME: Saracen Construction,LLC, HEARING(S): April 12,May 12,& 68R Woodland Street, Jun 005 Lawrence,MA 01841 ADDRESS: High Street(Map 53 Parcel 24B PETITION: 2005-007 North Andover,MA 01845 TYPING DA , 005 The North Andover Board of Appeals held a public hearing at its regular meeting in the Town Hall top floor meeting room, 120 Main Street,North Andover,MA on Tuesday,June 14,2005 at 7:30 PM upon the application of Saraceno Construction,LLC,68R Woodland Street,Lawrence,MA 01841,requestiR a dimensional Variance for premises at: 104 High Street from Section 7,Paragraph 7.2 and Table 2 of t#te Zoning Bylaw for relief of street frontage in order to construct a single family residence. Said Premise `. ....,. affected is property with frontage on the within the R-4 zoning district. The legal notices were published the Eagle-Tribune on March 21&28,2005. -'EJ+ The following voting members were present: Ellen P.McIntyre,Richard J.Byers,Albert P.Manz%-111, -� Thomas D.Ippolito,'and Richard M.Vaillancourt. Ile following non votingmembers were present Joseph D.LaGrasse and David R.Webster. y Upon a motion by Richard J.Byers and 2°a by Richard M.Vaillancourt,the Board voted to GRANT art -- dimensional Variance from Section 7,Paragraph 7.2 and Table 2 of the Zoning Bylaw for relief of 14137' =� from the requirements of street frontage in order to construct a new single-family residence per Plan of Land 94-96 High Street(Tax map 53 Lot 24B)in North Andover,Massachusetts,Applicant: Saracen Construction Tmst,68 R Woodland Street,Lawrence,Massachusetts,01841,Date:November 15,2004, Revision Date 5/3/05,5/13/05 by Bradley C.McKenzie,Registered Professional Civil Engineer 436917, McKenzie Engineering Group,Inc., 196 Central Street,Saugus,Massachusetts 01906. With the following conditions: -� 1. The dwelling at High Street,Map 53,Parce124B shall be a single-family dwelling,only. 00 2. The hatched area on the above plan shall be preserved as a no build area. 3. The ground to roof peak elevation shall not exceed 301. co Voting in favor. Ellen P.McIntyre,Richard J.Byers,Albert P.Manzi,III,Thomas D.Ippolito,and Richard M.Vaillancourt. The Board finds that this application for a single-family dwelling,with fewer vehicles,the front setback level with 102-104 High,and the approval of abutters Leon Kogan, 102 High Street and Sanjay Jain, 104 High Street given to the above Plan of Land has satisfied the provisions of Section 10,paragraph 10.4 of the Zoning Bylaw in that the granting of this Variance will not adversely affect the duplex or the neighborhood or derogate from the intent and purpose of the Zoning Bylaw. Pagel of2 ATTEST: A True Copy Town Clerk Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 � t 4 Town of North Andover of ItORTN,N Office of the Zoning Board of Appeals Community Development and Services Division « 400 Osgood Street 4 too North Andover,Massachusetts 01845 'ss„C,+Use D. Robert Nicetta Building Commissioner Telephone (978)688-9541 Fax (978)688-9542 Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced,it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, Ellen P.McIntyre,Chair Decision 2005-007. M53P24B. Page 2 of 2 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 y y 1 1 i I Essex north'County Registry of.Deeds- 381 Common Street Lawrence, Massachusetts 01844 10/44!05 SARACENO Sidi•• 0 18 Rec. ivpe FLAN 1M 0 DDC. 3811; C. P. 40.00 R. D� 10n 0v L•C1jJ ^.• L lwi.s s 22.50 # 19 Rec. Type NOTIC 50.00 DOC. 38118 C. P. '4.44 R. D. 5.44 Coy i ss L.00 Total 249.50 N 220 Payment Check Z4°5.54 THANK YOU' Thomas J. Burke Register of Deeds r.' ti 1 SB fd. 564'27'06"W 25.00' ! s 'OTE.• 1 4E CERTIFICATION SHOWN BY THE LICENSED LAND SURVEYOR (L.S.) ND/OR THE REGISTERED PROFESSIONAL ENGINEER (P.E) IS AN XPRESSION OF PROFESSIONAL OPINION BY APPLE ASSOCIATES, INC. i SED UPON THE L.S. AND/OR P.& s,Vis.,,KNOW EDGE AND INFORMATION ND THAT IT CONSTITUTES NEITHER�*GUA NTEE NOR A WARRANTY. CERTIFIED FOUNDATION PLAN 90 HIGH STREET , NORTH ANDOVER, MASSACHUSETTS SCALE: _;1" = 20' APPROVED BY: DRAWNBY.BY: CHECKED sr: BSK DATE: ' _ BSK AJI- REVISED: 1 1 16 2005 CLIENT: SARACENO CONSTRUCTION TRUST 68 R WOODLAND STREET LAWRENCE, MA 01841 i _ r ,Apple ASSOCIATES INC. DRAWING NUMBER ENGINEERS/LAND SURVEYORS/ENVIRONMENTAL CbNSULTANTS !II i 19 CENTRAL STREET-BYFIELD,MA 01922 CF-05-24 Toll Free: 1-811-55-APPLE/Phone:'918,461-0133/Fax:(918)463-0999 W a; WWAPPLEASSOCIATES.COM e-mail:INFO@APPLEASSOCIATES.COM RECEIVED Nov NORTH ANDOVER COMMUNITY DEVELOPMENT&SVCS : w NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: 90 4l c H is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: -3 o 1-( A2C> 0 F r--J's 704,:-> GD�-1 TA I►,1 �t� O E IZP�- F3''j 61 . kl El-leo (Location of Facility) �A Si Asa co permit Applicant Fire Department Sign off: Dumpster Permit o c Date �3 , Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheck Soffware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\Jobs\10 03_05.rck PROJECT TITLE: Single Family Dwelling-90 High Street CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.13 DATE: 10/03/05 DATE OF PLANS: October 3, 2005 PROJECT DESCRIPTION: Contruction of single family, two story, wood frame structure with a two stall attached garage DESIGNER/CONTRACTOR: Saracen Construction LLC P.O. Box 878 North Andover, MA 01845 COMPLIANCE: Passes Maximum UA= 870 Your Home UA= 786 9.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter -Valu R-Value U-Factor UA Second Second Floor, Ceiling: Flat Ceiling or Scissor Truss 2255 30.0 0.0 79 Basement-2x6 Side Knee Walls: Wood Frame, 16" o.c. 236 19.0 0.0 14 Basement-2x6 Rear Knee Wall: Wood Frame, 16" o.c. 333 19.0 0.0 15 Window 2: Vinyl Frame:Double Pane with Low-E 55 0.350 19 5068 Slider: Glass 33 0.330 11 Basement-Concrete Walls: Solid Concrete or Masonry 634 0.0 0.0 183 Wall height: 8.0' Depth below grade: 6.0' Insulation depth: 0.0' Window 3: Vinyl Frame:Double Pane with Low-E 6 0.330 2 First Floor: All-Wood Joist/T russ:Over Unconditioned Space 1630 19.0 0.0 77 First Floor-2x6 Walls: Wood Frame, 16" o.c. 1845 19.0 0.0 97 Window 1: Vinyl Frame:Double Pane with Low-E 171 0.350 60 6068 Slider: Glass 40 0.330 13 3068 Entry: Solid 20 0.330 7 Floor 2-Over Garage Area: All-Wood Joist/Truss:Over Unconditioned Space 738 19.0 0.0 35 Floor 2-Canterlever: All-Wood Joist/Truss:Over Outside Air 48 30.0 0.0 2 Second Floor-2x6 Walls: Wood Frame, 16" o.c. 1737 19.0 0.0 90 Window 4: Vinyl Frame:Double Pane with Low-E 234 0.350 82 Furnace 1: Forced.Hot Air, 92 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 designed to meet the 1995 MEC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Date I 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone 0 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity (NQfI am an employer providing workers'compensation for my employees working on this job. Company name: �JA�aGS� C.DI—�yf�VG�1 c�►� �--L—G Address po 50X 81$ a� Ga� City: � O . f��BOJ�- ! Phone#: (9-7@ DJi' 6�U'�) Insurance Co. I._.I OeV—T"l 1 A01U!Pr(— Policy#WCz—31S-33Cxog3-014 Company name: Address City: Phone#: Insurance Co. Policy# 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. l do herby certify under the pains and penalties of pedury that the information provided above is true and correct. Signature Date Print name ��I�V�� G Phone Official use only do not write in this area to be completed by city or town official' ❑ Building Dept ❑Check if immediate response is required Building Dept ❑ Licensing Board ❑ Selectman's Office Contact person: Phone#: ❑ Health Department ❑ Other FORM WORKMAN'S COMPENSATION Permit Number I Mcheck Compliance Certificate Checked By/Date 1995 NEC REScheck Solware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\Jobs\l0_03_05.rck PROJECT TITLE: Single Family Dwelling-90 High Street CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.13 DATE: 10/03/05 DATE OF PLANS: October 3, 2005 PROJECT DESCRIPTION: Contruction of single family, two story, wood frame structure with a two stall attached garage DESIGNER/CONTRACT OR: Saraceno Construction LLC P.O. Box 878 North Andover, MA 01845 COMPLIANCE: Passes Maximum UA= 870 Your Home UA= 786 9.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor LJA Second Floor, Ceiling: Flat Ceiling or Scissor Truss 2255 30.0 0.0 79 Basement-2x6 Side Knee Walls: Wood Frame, 16" o.c. 236 19.0 0.0 14 Basement-2x6 Rear Knee Wall: Wood Frame, 16" o.c. 333 19.0 0.0 15 Window 2: Vinyl Frame:Double Pane with Low-E 55 0.350 19 5068 Slider: Glass 33 0.330 11 Basement-Concrete Walls: Solid Concrete or Masonry 634 0.0 0.0 183 Wall height: 8.0' Depth below grade: 6.0' Insulation depth: 0.0' Window 3: Vinyl Frame:Double Pane with Low-E 6 0.330 2 First Floor: All-Wood Joist/Truss:Over Unconditioned Space 1630 19.0 0.0 77 First Floor-2x6 Walls: Wood Frame, 16" o.c. 1845 19.0 0.0 97 Window 1: Vinyl Frame:Double Pane with Low-E 171 0.350 60 6068 Slider: Glass 40 0.330 13 3068 Entry: Solid 20 0.330 7 Floor 2-Over Garage Area: All-Wood Joist/Truss:Over Unconditioned Space 738 19.0 0.0 35 Floor 2-Canterlever: All-Wood Joist/Truss:Over Outside Air 48 30.0 0.0 2 Second Floor-2x6 Walls: Wood Frame, 16" o.c. 1737 19.0 0.0 90 Window 4: Vinyl Frame:Double Pane with Low-E 234 0.350 82 Furnace 1: Forced Hot Air, 92 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 designed to meet the 1995 MEC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Date t SARACENO RESIDENCE NORTH ANDOVER, MASSACHUSETTS BEAM DESIGN CALCULATIONS Prepared for: SARACENO CONSTRUCTION LLC P.O. BOX 878 NORTH ANDOVER, MA 01845 Prepared by: JMC ENGINEERING, INC. 17 Hawkes Avenue Haverhill, MA 01832 AS �• CAPONE a STRUCTURAL No.45015 0 •o,DO'9FQI P, William A. Capone, P.E. MA No. 45015 OCTOBER, 2005 151-611 s air &3-4 FI orof o ,!"x 2" 1 C. /sr- owty/ L(I +-Ill 1 rs La 2, 31 0 lsrnCof 0,V(,y N Flo r J i5 2' x 1 Co 16 0. O /9c I LE FI r i5 52 x " 1 ' 0. . I � � I— IL U ✓ — L— I O - - - 171 FT3r loc Jc of 2" <12 . @ 6" FIRST Scale: 3/16" All floor and -ww� f-7ies r 251-6" i i I• - ----- -- - - --- ���,II �.� • lie/L3. �5 .CDl4Q soc4c,4cr o9-777c Mlam1 O .�i !� = ��•�X J! �J7c- () 3/4' x 9 a-L m 2 31 O /iv. ®�2� 1) "/2)77 (3.3-5X)Q=-7b? A777C u h ea ( 13 "x "V sa- am: .O OQ Po ec�ui . 92100 )W3,33,VY? 9 USE, ACT�ov �T 13nY1D_ _ 70 AOPLY 7U ?AZ R=—P &WO®BEZ,Ol.J Cei ng of 5 "x 0" 1 " C V-) q 8' R06F p17u1= .61iz 2r,,6 ,-,300 lush 4-T2i4ocA4iv 11 11 IF I 9, O, /�L1�/OprF toe O�ei�-�nlr i�v r/� Z0f.4 Cei no of is "x 10" @ 1 " C. ( ZPcr- )W o o .. Flus Steel Beam- /3'or a uiv. ATTIC FRAMING ii2 S M Scale: 3/116" =1'-O" All floor and rim joiot5 are 2 x 10 @ 16" O.C. 25'-6" Un1e5.5 noted otherwise r- _i�i�;�;�i������.;a;r�-�i�!il I ISI I I ISI I I,� I�I�I�I�I�I�I�IIIII�I�I�I�I�I�I�I \�` • I�� I I ���1 II�I�I�INMI�I/ ME I� _ \1�1�1��111�11�1�1■ - I■11�il�ir ■II Its . �,, �; �. _ , ,.,, .„ ii i I _ I � I Job Saraceno Residence - North Andover Sheet No. 5 +I' Job 4 ' Calculated by: BAC Date 10/26/05 Checked. By: BAC Date 10/26/05 Desc. FIRST FLOOR BEAM NO. 1 PARAMETERS PDL= 0.00 k Fy= 36 ksi DLL=1/ 360 PLL= 0.00 k E= 29000 ksi DTL=1/ 240 0 ft WDL= 10 Ib/ft2 SX req= 20.9 in3 WDL= s0.189�1k/ft WLL= 40 lb/ft' Ix req= 89.9 i n 4 WLL=;¢r 0.623=k/ft A,= 15.6 ft TRY VV I OX33 W 1 OX33 L= 19.3 ft SX= 35.0 in 3 19.3 ft PDL= 0 Ib Ix= 170.0 in 4 R,DL= 1.82 k R2 DL= 1.82 k PLL= 0 Ib d/AI 2.81 R1 LL= 6.00 k R2 LL= 6.00 k a= 0.00 ft rT= 2.14 in R,TL= 7.82 k R2 TL= 7.82 k Ib= 1.3 ft wt.= 33.00 Ib/ft Cb= 1.0 I�= 8.40 ft Weak axis? no BENDING The allowed bending stress not to exceed is the larger of these equations nor: From ASD9 Sect. F1.3, page 5-46 23.8 ksi per compact section criteria section B,ASD9 (102 x 103 x Cb/Fy)��2= 53.2 (F1-6) Fb=[2/3-(F 530 x 103 x Cb)]Fy= 21.6 ksi (510 x 103 x Cb/Fy)1/2= 119.0 (F1-7) Fb= 170 x 103 X Cb/(lb/rT)2= Ib/rT= 7.5 (F1-8) Fb= 12 x 103 x Cb/(Ib*d/At)= 21.6 ksi USE(F1-6) Fb= 23.8 ksi Mm=w*L2/8+P a(L-a)/L= 37.6 k-ft fb=Mm/Sx= 12.9 ksi o.k. Stress= 54% DEFLECTION DDL=5WDL L4/384EIx+PDLL3/48EIx= 0.118 in DLL=5 WLL L4/384 E Ix+PLL L3/48 E Ix= 0.391 in U 591 o.k. DTL= 0.509 in U 454 o.k. Filename:Saraceno Residence Steel Beams BEAM 1 Job Saraceno Residence - North Andover Sheet No. Q , 1 Job P Calculated by: BAC Date 10/26/05 Checked. By: BAC Date 10/26/05 Desc. FIRST FLOOR BEAM NO. 2 PARAMETERS PDL= 0.00 k Fy= 36 ksi DLL=1/ 360 PLL= 0.00 k E= 29000 ksi DTL=1/ 240 0 ft WDL= 10 lb/f? Sx req= 14.5 in WDL=r'r 0.1Mk/ft a { WLL= 40 Ib/ft3 Ix req= 53.2 in4 WLL=, 0.584;�k/ft A,= 14.6 ft TRY Wj-O-X33 W 10X33 L= 16.5 ft Sx= 35.0 in 3 16.5 ft PDL= 0 Ib Ix= 170.0 in 4 R1 DL= 1.48 k R2 DL= 1.48 k PLL= 0l d/Ai 2.81 RILL= 4.81 k R2 LL= 4.81 k a= 0.00 ft rT= 2.14 in RI TL 6.29 k R2 TL= 6.29 k Ib= 1.3 ft wt.= 33.00 Ib/ft Cb= 1.0 I�= 8.40 ft Weak axis? no BENDING The allowed bending stress not to exceed is the larger of these equations nor: From ASD9 Sect. F1.3, page 5-46 23.8 ksi per compact section criteria section B,ASD9 (102 x 103 x Cb/Fy)1/2= 53.2 (F1-6) Fb=[2/3-(Fy(Ib/rT)2/1530 x 103 x Cb)]Fy= 21.6 ksi (510 x 103 x Cb/Fy)1/2= 119.0 (F1-7) Fb= 170 x 103 x Cb/(lb/rT)2= Ib/rT= 7.5 (F1-8) Fb= 12 x 103 x Cb/(Ib*d/Ai)= 21.6 ksi USE(171-6) Fb= 23.8 ksi Mm=w*L2/8+P a(L-a)/L= 25.9 k-ft f = - b 1Vlm/S - _ o S), 8.9 ' ksl o.k. Stress- 37/o DEFLECTION DDL=5 WDL L4/384 E Ix+PDL L3/48 E Ix= 0.061 in DLL=5 WLL L4/384 E Ix+PLL L3/48 E Ix= 0.197 in U 1003 o.k. DTL= 0.258 in U 768 o.k. Filename:Saraceno Residence Steel Beams BEAM 2 Job Saraceno Residence - North Andover 7. Sheet No. , 1 Job 4 Calculated by: BAC Date 10/26/05 Checked. By: BAC Date 10/26/05 Desc. SECOND FLOOR BEAM NO. 3 PARAMETERS PDL= 0.00 k Fy= 36 ksi DLL=1/ 360 PLL= 0.00 k E= 29000 ksi DTL=1/ 240 0 ft WDL= 20 Ib/ft' Sx req= 27.2 in3 WDL=u 0.325:k/ft WLL= 50 Ib/ft3 Ix req= 116.8 in wLL- 0.730.k/ft r At= 14.6 ft TRY W 1 OX33 W10X33 L= 19.3 ft Sx= 35.0 in 3 19.3 ft PDL= 0 Ib I = 170.0 ' 4 R - - x in �DL- 3.13 k R2 DL- 3.13 k PLL= 0 Ib d/At 2.81 R1 LL= 7.02 k R2 LL= 7.02 k a= 0.00 ft rT= 2.14 in R1 TL= 10.15 k R2 TL= 10.15 k Ib= 1.3 ft wt. = 33.00 Ib/ft Cb= 1.0 I,= 8.40 ft Weak axis? no BENDING The allowed bending stress not to exceed is the larger of these equations nor: From ASD9 Sect. F1.3, page 5-46 23.8 ksi per compact section criteria section B,ASD9 (102 x 103 x Cb/Fy)1/2= 53.2 (F1-6) Fb=[2/3-(Fy(Ib/rT)2/1530 x 103 x Cb)]Fy= 21.6 ksi (510 x 103 x Cb/Fy)t/2= 119.0 (F1-7) Fb= 170 x 103 x Cb/(lb/rT)2= Ib/rT= 7.5 (F1-8) Fb= 12 x 103 X Cb/(ib*d/At)= 21.6 ksi USE(F1-6) Fb= 23.8 ksi Mel=w`L2/8+P a(L-a)/L= 48.8 k-ft fb=Mm/Sx= 16.7 ksi o.k. Stress= 70% DEFLECTION DDL=5 WDL L4/384 E Ix+PDL L3/48 E Ix= 0.204 in DLL=5 wLL L4/384 E Ix+PLL L3/48 E Ix= 0.457 in U 505 o.k. DTL= 0.661 in U 350 o.k. Filename:Saraceno Residence Steel Beams BEAM 3 Job Saraceno Residence - North Andover �. Sheet No. , , 1 Job P Calculated by: BAC Date 10/26/05 Checked. By: BAC Date 10/26/05 Desc. SECOND FLOOR BEAM NO. 4 PARAMETERS PDL= 0.00 k Fy= 36 ksi DLL=1/ 360 PLL= 0.00 k E= 29000 ksi DTL=1/ 240 6 ft 2 = 3 _I 10.325e t wDL 20 Ib/ft Sx re 20.0 w "k/ft � r wLL= 50 Ib/ft3 Ix req= 73.5 ina WLL= 40.730*/ft " At= 14.6 it TRY W1 O 33 W 10X33 L= 16.5 it Sx= 35.0 in 3 16.5 it ! PDL= 0 Ib Ix= 170.0 in 4 R,DL= 2.68 k R2 DL= 2.68 k PLL= 0 Ib d/Af 2.81 R,LL= 6.02 k R2 LL= 6.02 k a= 6.00 it rT= 2.14 in R,TL= 8.70 k R2 TL= 8.70 k Ib= 1.3 it wt.= 33.00 Wit Cb= 1.0 Ic= 8.40 it Weak axis? no BENDING The allowed bending stress not to exceed is the larger of these equations nor: From ASD9 Sect. F1.3, page 5-46 23.8 ksi per compact section criteria section B,ASD9 (102 x 103 x Cb/Fy)112= 53.2 (F1-6) Fb=[2/3-(Fy(lb/rT)2/1530 x 103 x Cb)]Fy= 21.6 ksi (510 x 103 x Cb/Fy)1/2= 119.0 (F1-7) Fb= 170 x 103 x Cb/(lb/rT)2= Ib/rT= 7.5 (Fl-8) Fb= 12 x 103 x Cb/(lb'd/Af)= 21.6 ksi USE(F1-6) Fb= 23.8 ksi Mm=w'L2/8+Pa(L-a)/L= 35.9 k-ft fb=Mm/Sx= 12.3 ksi o.k. Stress= 52% DEFLECTION DDL=5 wDL L4/384 E Ix+ PDL L3/48 E Ix= 0.110 In DLL=5 WILL L4/384 E Ix+PLL L3/48 E Ix= 0.247 in L/802 o.k. DTL= 0.357 in U 555 o.k. I Filename:Saraceno Residence Steel Beams BEAM 4 Job Saraceno Residence - North Andover 9. Sheet No. , i 1 Job 4 Calculated by: BAC Date 10/26/05 Checked. By: BAC Date 10/26/05 Desc. SECOND FLOOR BEAM NO. 5 PARAMETERS PDL= 0.00 k Fy= 36 ksi DLL=I/ 360 PLL= 0.00 k E= 29000 ksi DTL=1/ 240 0 ft wDL= 20 Ib Sx req= 42.3 in3 wDL= : 0.326:k/ft a= wLL= 50 Ib/ft' Ix req= 226.4 ina wLL=:` 'e0.730�k/ft A,= 14.6 ft TRY W1 4X34W14X34 L= 24.0 ft Sx= 48.6 in 3 24 ft PDL= 0 Ib Ix= 340.0 in 4 R1 DL= 3.91 k R2 DL= 3.91 k PLL= 0 Ib d/Af 4.56 R1 LL= 8.75 k R2 LL= 8.75 k a= 0.00 ft rT= 1.76 in R1 TL= 12.66 k R2 TL= 12.66 k Ib= 1.3 ft wt.= 34.00 Ib/ft Cb= 1.0 le= 7.12 ft i Weak axis? no BENDING The allowed bending stress not to exceed is the larger of these equations nor: From ASD9 Sect. F1.3, page 5-46 23.8 ksi per compact section criteria section B,ASD9 (102 x 103 x Cb/Fy)"2= 53.2 (Fl-6) Fb=[2/3-(Fy(lb/rT)2/1530 x 103 x CAFy= 21.6 ksi (510 x 103 x Cb/Fy)1/2= 119.0 (F1-7) Fb= 170 x 103 x Cb/(lb/rT)2= Ib/rT= 9.1 (F1-8) Fb= 12 x 103 x Cb/(lb'd/Af)= 21.6 ksi USE(FI-6) Fb= 23.8 ksi Mm=w'L2/8+Pa(L-a)/L= 76.0 k-ft fb=Mm/Sx= 18.8 ksi o.k. Stress= 79% DEFLECTION DDL=5wDLL4/384EIx+PDL L3/48EIx= 0.247 in DLL=5 wLL L4/384 E Ix+PLL L3/48 E Ix= 0.552 in L/521 o.k. DTL= 0.799 in U 360 o.k. Filename:Saraceno Residence Steel Beams BEAM 5 noir - BC CALCD 9 DESIGN REPORT- US Thursday,October 27,200514:43 Single 13/4" x 9112" VERSA-LAM® 3100 SP File Name: SARACENO RESIDENCE: F1301 Job Name: ATTIC BEAM NO.6 Description: Address: 90 High Street Specifier: City,State,Zip:North Andover,MA 01845 Designer: Bill Capone Customer: Saraceno Residence Company: Code reports: ICBO 5512,NER 629 Misc: 1 BO,3-1/2" 61,3-1/2" LL 1606 lbs LL 1606 lbs DL 827 lbs DL 827 lbs Total Horizontal Product Length=10-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 10-03-00 Live 20 psf 15-08-00 100% Member Type: Floor Beam Dead 10 psf 15-08-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 5690 ft-lbs 81.5% 100% 1 1 -Internal Slope: End Shear -1961 lbs 61.0% 100% 1 1 -Right Total Load Defl. U299(0.393") 80.2% 1 1 Live Load Defl. U453(0.259") 79.4% 1 1 Max Defl. 0.393" 39.3% 1 1 Disclosure Span/Depth 12.4 n/a 1 The completeness and accuracy of the input must be verified by anyone Bearing Supports who would rely on the output as %Allow %Allow evidence of suitability for a Name Type Dim.(L x W) Value Support Member Material particular application. The output BO Post 3-1/2"x 1-3/4" 2433 lbs 54.8% 46.7% Spruce-Pine-Fir above is based upon building code-accepted design properties 61 Post 3-1/2"x 1-3/4" 2432 lbs 54.8% 46.7% Spruce-Pine-Fir and analysis methods. Installation Cautions of BOISE engineered wood products must be in accordance Post at Bearing BO analyzed for bearing only,column analysis has not been performed. with the current Installation Guide Post at Bearing 61 analyzed for bearing only,column analysis has not been performed. and the applicable building codes. Notes To obtain an Installation Guide or if you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria. product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC®,BC FRAMER®,BCI®, BC RIM BOARD-, BC OSB RIM User Notes BOARD M, BOISE GLULAM-, Second Floor Beam Between Game Room and Master Bedroom VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDT"' VERSA-STUD®,ALLJOIST®and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALL®9 DESIGN REPORT- US Thursday,October 27,200514:44 Double 13/4" x 14" VERSA LAM® 3100 SP File Name: SARACENO RESIDENCE:FB02 Job Name: ATTIC BEAM NO.7 Description: Address: 90 High Street Specifier: City,State,Zip:North Andover,MA 01845 Designer: Bill Capone Customer: Saraceno Residence Company: Code reports: ICBO 5512,NER 629 Misc: BO,3-1/2" 61,3-1/2' LL 3016 lbs LL 3016 lbs DL 1641 lbs DL 1641 lbs Total Horizontal Product Length=19-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 19-03-00 Live 20 psf 15-08-00 100% Member Type: Floor Beam Dead 10 psf 15-08-00 90% Number of Spans: 1 Left Cantilever: . No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 21356 ft-lbs 73.6% 100% 1 1 -Internal Slope: End Shear -3993 lbs 42.2% 100% 1 1 -Right Total Load Defl. U266(0.848") 90.3% 1 1 Live Load Defl. U411 (0.549") 87.7% 1 1 Max Defl. 0.848" 84.8% 1 1 Disclosure Span/Depth 16.1 n/a 1 The completeness and accuracy of the input must be verified by anyone Bearing Supports who would rely on the output as %Allow %Allow evidence of suitability for a Name Type particular application. The output yp Dim.(L x� Value Support Member Material above is based upon building BO Post 3-1/2"x 3-1/2" 4657 lbs 52.4% 44.7% Spruce-Pine-Fir code-accepted design properties61 Post 3-1/2"x 3-1/2" 4656 lbs 52.4% 44.7% Spruce-Pine-Fir and analysis methods. Installation Cautions of BOISE engineered wood Post at Bearing BO analyzed for bearing only,column analysis has not been performed. products must be in accordance g Yz 9 Y� Y � with the current Installation Guide Post at Bearing 61 analyzed for bearing only,column analysis has not been performed. and the applicable building codes. Notes To obtain an Installation Guide or if you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria. 800 232-0788 before Design meets Code minimum U360 Live load deflection criteria. ( ) o e beginning 9 ( ) product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 9 R BC CALCO,BC FRAMER@),BCI@), BC RIM BOARD TM, BC.OSB RIM Connection Diagram BOARDTM, BOISE GLULAMTM, Consult project design professional of record or BOISE technical representative for connection design VERSA-LAM®,VERSA-RIM@), VERSA-RIM PLUS@), Connectors are: 1/2 in.Staggered Through Bolt VERSA-STRANDTM VERSA-STUD@),ALLJOISTO and a minimum=2" I b d AJSTM are trademarks of b minimum=2-1/2" �I Boise Cascade Corporation. c=10" a d=24" • �• • C Page 1 of 1 Job Saraceno Residence - North Andover Sheet No-, 1 Job Al Calculated by: BAC Date 10/26/05 Checked. By: BAC Date 10/26/05 Desc. ATTIC FLOOR BEAM NO. 8 PARAMETERS PDL= 0.00 k Fy= 36 ksi DLL=1/ 360 PLL= 0.00 k E= 29000 ksi DTL=1/ 240 0 ft WDL= 205 Ib/ft2 Sx req= 41.5 in3 wDL-' 10.255,)k/ft wLL= 663 lb/ft' Ix req= 236.2 in4 wLL=;` s 0 663,k/ft - A,= 1.0 ft TRY WAW 50 W 12X50 L= 25.5 ft Sx= 64.7 in 3 25.5 ft PDL= 0 Ib Ix= 394.0 in 4 RI DL= 3.25 k R2 DL= 3.25 k PLL= 0 Ib d/Af 2.36 R1 LL= 8.45 k R2 LL= 8.45 k a= 0.00 ft rT= 2.16 in R,TL= 11.70 k R2 TL= 11.70 k Ib= 1.3 ft wt.= 50.00 Ib/ft Cb= 1.0 Ic= 8.53 ft Weak axis? no BENDING The allowed bending stress not to exceed is the larger of these equations nor: From ASD9 Sect. F1.3, page 5-46 23.8 ksi per compact section criteria section B,ASD9 (102 x 103 x Cb/Fy)t12= 53.2 (F1-6) Fb=[2/3-(Fy(lb/rT)2/1530 x 103 x Cb)]Fy= 21.6 ksi (510 x 103 x Cb/Fy)f�2= 119.0 (F1-7) Fb= 170 x 103 x Cb/(lb/rT)2= Ib/rT= 7.4 (I'll-8) Fb= 12 x 103 X Cb/(lb*d/Af)= 21.6 ksi USE(F1-6) Fb= 23.8 ksi Mm=w*L2/8+ P a(L-a)/L= 74.6 k-ft fb=Mm/Sx= 13.8 ksi o.k. Stress= 58% DEFLECTION DDL=5wDLL4/384EIx+PDL L3/48EIx= 0.212 in DLL=5 wLL L4/384 E 1)(+PLL L3/48 E Ix= 0.552 in U 554 o.k. DTL= 0.764 in U 400 o.k. Filename:Saraceno Residence Steel Beams BEAM 8 80iSE- BC CALL®9 DESIGN REPORT- US Thursday,October 27,200514:46 z 13. Single 13/4" x 91/2" VERSA-LAM 3100 SP File Name: SARACENO RESIDENCE:FB03 Job Name: ATTIC BEAM NO.9 Description: Address: 90 High Street Specifier: City,State,Zip:North Andover,MA 01845 Designer: Bill Capone Customer: Saraceno Residence Company: Code reports: ICBO 5512,NER 629 Misc: 77�.� BO,3-1/2" B1,3-1/2" LL 1116 lbs LL 1115 lbs DL 578 lbs DL 578 lbs Total Horizontal Product Length=08-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 08-09-00 Live 20 psf 12-09-00 100% Member Type: Floor Beam Dead 10 psf 12-09-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 3328 ft-lbs 47.7% 100% 1 1 -Internal Slope: Neg.Moment -0 ft-lbs n/a 100% 1 1 -Right End Shear -1309 lbs 40.7% 100% 1 1 -Right Total Load Defl. U604(0.165") 39.7% 1 1 Live Load Defl. U917(0.108") 39.3% 1 1 Disclosure Max Defl. 0.165" 16.5% 1 1 The completeness and accuracy of Span/Depth 10.5 n/a 1 the input must be verified by anyone who would rely on the output as Bearing Supports evidence of suitability for a %Allow %Allow particular application. The output Name Type Dim. L x Value Su above is based upon building yp � � Support Member Material code-accepted design properties BO Post 3-1/2"x 1-3/4" 1694 lbs 38.2% 32.5% Spruce-Pine-Fir and analysis methods. Installation B1 Post 3-1/2"x 1-3/4" 1694 lbs 38.1% 32.5% Spruce-Pine-Fir I of BOISE engineered wood products must be in accordance Cautions with the current Installation Guide Post at Bearing BO analyzed for bearing only,column analysis has not been performed. and thea applicable building codes. Post at Bearing B1 analyzed for bearing only,column analysis has not been performed. PP 9 To obtain an Installation Guide or if you have any questions,please call Notes (800)232-0788 before beginning Design meets Code minimum(U240)Total load deflection criteria. product installation. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®,BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC RIM BOARD-, BC OSB RIM BOARD T-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRANDTM" VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. i I Page 1 of 1 JMC ENGINEERING, INC. JOB 17 Hawkes Avenue sHEErNo. of HAVERHILL, MA 01832 CALCULATED BY-6049c, DATE (978) 372-6026 CHECKED BY DATE SCALE i D' � c T .�_ ..... ..... ...... ..... ...... ...... ...... � h. .. . .. s�- - ? Cfl n ......P. � : a � �. ,� J ; r = ...... �'� .................:................ .;..f _....... ..... ...... ..... ...... ..... ...... ...... ... : : ' ...,.....................� � zD : /53. ax � rN ...._. ti .. .: ' . . . . . ....... . .....:.......�............ .......... Zx M ee I..... ...................... ........._..................... ...... ......... ...... ..... ..... ... . ...... ..... 74 f : z: Z .. ....:................................. ....:.......... .......... ...... y i . .. .....S.L.. OK,................................................ ..... ..._.............;.........................._;..........................:............ ...... f T�. i i i i i i i i i i i i X. ....�c/RiC, . F No. ....... ............. .......... ..... . .. .... ............................ ..... f 1 I , ...........:........1..150..,..... _�... .�..,�-�. � �' ....�Q.✓ . ..... �/_�. �. : .....:.� ... . .. .......... r CA�C� � 2 �... ._*tib. k'e�l�.o..tai ....... ...... �.. . ,r...o ... . 8./.. 5 . .. . .. .............. : ..........:.................. ............. ...... U :. ..a-.3.6... 'Vs.4A4.. .... ...:.......... =..D,.BD.: s ....,c ,aae ................ .. .... ...... .............:...........................a............;........... ...... .... ...... ... ...... ...... ...... ..... ...... ..... .... ...:... ...:... .......... ....:............:,.... z .. ..... . ........... ....:.... ....:.... ....:..... �......�. D i9 _ - 15ell C.................... . .. .. .. ... c . .. : . ... ..... ..... ..... .... ..... ...... ...... ... f ..._:l..Z. ....( .0s�.oat.� 1 r i ...........«......,.....;.... _..... .......... ......... .......... . ...1.............. . 2 // 06 .. .....1..194.......:......... 1,4 �., P . Q ...... .... .._.............h... ..... ....: ..... :... .... o ..... /..... 5 ..,r,r ..... °� ...... .... , 8.._sem.. ....., �...=... ......:....c �. ....Q ........... ............ USE _ : ,2x '. ...f�-/ ............ ................e ..... ..... . � : /� . c .rs 0 ..... ......................................:...........................:....................... ... 2... .fC�.:... .... ...... onr�rUU.. ..._........ 3 N ski s �. . ....;.... ....:..... ...:.... 5 r r w` ♦ 11 wt €�` �# t€ t I\ # w w ♦1 ♦t ♦t !w €e,t wt d♦ €llN€ i € # O O wSl ♦ ♦� w� # t t w� r t ♦� ♦1 w 0 d€� ik E # [ l ♦1 w w} w� € f f♦ s 00 pp 11 #♦ a t♦R w1 #w wti w ♦1 ♦1 w 2y2" J € t 1 € ! t 1Y2" w� ♦ ♦t ♦1 w # t € € # t 00 200c OF w #♦4 O STEP 1 STEP 2 THREE 2x6 LAMINATIONS WITH TWO ONE 2x6 LAMINATIONS TO EACH SIDE WITH ROWS OF 30d COMMON WIRE NAILS TWO ROWS OF 10d COMMON WIRE NAILS (D=0.207 L=4 )¢") (D=0.148 L=3") USE SPF—NO.2 OR BETTER. USE SPF—NO.2 OR BETTER BUILT-UP COLUMN SUPPORT N.T.S. COLUMN ASSEMBLY NOTES: STEP 1: FIRST ASSEMBLE COLUMN AS SHOWN TO THE LEFT WITH (3) THREE 26 PIECES OF DIMENSION LUMBER. STEP 2: ADD AN ADDITIONAL 24 TO EACH SIDE OF THE ASSEMBLED COLUMN TO CREATE A 7Y2" WIDE SUPPORT FOR BEAMS. SECURE ADDTIONAL 24's WITH 10d COMMON WIRE NAILS WITH NAIL PATTERN AS SHOWN. Prepared For: SARACENO RESIDENCE Project Location: Saraceno Construction LLC 90 High Street SKI P.D.Box 878 BUILT-UP COLUMN DETAIL North Andover,MA 01845 North Andover,MA 01845 DATE: 10/27/2005 1 DESIGN BY: BAC I DRAWN BY: BAC I SCALE: N.T.S. n Two Story Colonial - 5ingle Family Dwelling FEATU ES: Z Two o4l attached garage Farmerb porch cq Deck A rear � dJ it r Z LIVING AREA: co O Architectural Com o51te Ploofitiq U 0 12 First Floor= 1200 oq ft Q Q 5econd Floor = 1&00 oq ft Z m W r i 6 TOTAL LIVING AREA = 3000 5c�ft Q o DL m = Q p o D- Z 67 FFF r- -- � _ I- 4 o Z II II II II AEEroximate. Finish Grade I I I I I I I I I I I I I I ► `- - - - - � - - - - - - - - - - - I - - - - - - ---- - - - - - - - - - - - - - - N H � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — i `X O �•1 I Front Elevation 5cale: 3/16" = 1'-0" rHE l_. L - II 7q = II II II � II O II Z II II II II II II II II II II II II II II II II II � �,,1HHHHH , II II IINN I j Iry II - II ` IIJ � - I II II II ® D 0 II II II s II � II 't1 II =7 II � II Z J- - L - J N DATE Single Family Dwelling SARACENO CONSTRUCTION LLC -nN m October 3, 2005 90 High Street P.O. Box 878 No Andover, MA 01,545 No Andover, MA 01845 (975) 258'5855 i z 0 x m ct co I S 73 SU CO I I- - - II II I I I I II I II II II II II II I I- - - - - - n M � II co LILI 11 II M O — — J M � � - - II I II Z II II II II '—I - - - I-- - - - I II I II II II II II - II_ _ _ DATE Single Family Dwelling SARACENO CONSTRUCTION LLC w m October 3,2005 g P.O. Box 878 M 90 Hi h Street No Andover, MA 01845 No Andover, MA 01845 (978) 2588885 — 26'-0" 191.611O - 7'-9'1 --� © I I NOTES: J J i9 ( To of Foundation I 1.) All dimensions to be field verified and changes Z 12'-10" Post Elev = 92.00' made accordingly Post 2.)Verify window and door rough openings with CV — — Flush Mount Beam manufacturer Specifications I I I I 2 1 3/4"x 11 1/4" I 3.) Under slab vapor barrier to have 6" (min) 0 5 -6 O Versa-Lam 2.0 3100 SP overiapping joints II v 341-011 - 15'-6" 4.) Dampproofing ohall be applied from top of to footing to finish grage Z To of Elev 922..0000'' I pion I I 5.) Design strength of foundation concrete shall = I - be 3000 psi (min) 10 o LJ N 6. reng ) Design stth of basement slab concrete O j Tot? of Basement 51ab Z M Elev. - 90.30' I I t\ shall be 2500 psi (min) U 7.) Design strength of garage slab concrete shall �4" (min) Concrete Slab with 41/2" dia. Lally Column be 3500 psi (min) m vapor barrier beneath w/ 2'-0"x 2'-0"x 1'-0"footing 5.) All exterior walls are 2x6 @ 16" O.C., unless d O To of Fouhdation p Elev 94.QQ' (4 recL'd) noted otherwise tS) z = 9.) All interior walla are 2x4 @ 16" O.C., unless 19 1-311 noted otherwise Toig of Foundation Post - —Eley. — 98.00' — T — — — — Fluoh Mount Beam -VL033 _ _ _ T 71/4" To of Foundation I O Step Foundation 2'-4" _ Elev - 94.00' I �_ LD Step Footing "' I - 3o Elev = Determined in Ton of Garage 51ab ° L field Elev. = 96.00' 1 4" (min) Concrete 51ab with o LL m Q vapor barrier beneath z° K) :RtjjFi - - - — Post or, of Foundation at GarageOzka „ Elev. = 97.00' Cb16 6 5tep Foundation 1'-O" Toa of Foundation t i Elev= 97.00' Elev. = 95.00' _ Top of Foundation � a Top of Foundation I Elev= 96.00'ZI N Elev = 95.50' I I t\ Q ink 10" Concrete - — — — I Foundation FOUNDATION PLAN 7L Tr O O 9'-6" g'-6" a O Scale: 3/16" 1'-3" 2'-51/2" ° SHEET 241_O11 — v �Dv 4 — — OF 25'-6" 11 491-SCJ" 15'_6" ` j li j Ij jl i 04 1116 ec I it WINDOW SCHEDULE I,, i tib 2 G'�-O SYM DESC. MANUF R.O. GRILLS C!J '1 I „ II i �i AO SDH MVWP 341/4"x 651/2" 6/6 J i n i I r i I � J I;� DDH MVWP 677/8"x 571/2" 6/6 Z �-10n I j �I I DGBH AND 32 5l8"x 191/4"12 Eating Area OSN SDH MVWP 261/4"x 411/2" 6/6j ® Post (0 m _ DDH MVWP 67 7/6"x 651/2" 6/6 ® GO TDH MVWP 1011/2"x 571/2" 6/6 Z x H SDH MVWP 341/4"x 531/2" 6/6 U o CV N lO SDH MVWP 34 1/4"x 571/2" 6/6 Z "O" Clearance Family Room ap �sJ Y SDH = Single Double Hung U � o, Wood Burning a DDH = Double Double Hun g o -°a _ I TDH =Triple Double Hungm Q 1-01 _ __ Kitchen BH = Basement Hopper Z `� N 6'-O" 19'-3" MVWP = Merrimack Valley Wood Products ----- AND = Anderson Windows N Coat Closo0 et 5068 _ Post 21-81/4" Foot Post Post _ 2'I 04.1/2" 0 9'-1 3/4" NII 3'-8" ` o to U - ( Br m t M toi v ao to s 2468 T m 'o 21- 1/ Half Batn0 _ N 11. O i C7 Z re d @ 5 Oi Garage 8'-51/4" Post Post N Post 3 �–Colum ( n t — Post � Yp) tc) _ Dining Room w � p I I I I Living Room t\ N o c 9080 908ci— FIRE7T FLOOR PLAN � 0 6'-0" N 1T-111/2" Poo. 6'-11" 06`-11" 5'-10" SHEET 5 241_011 LD © 3068 ©_ _ OF 49_6 I i .I I II bi I: L Fay mers Porch 11 ii I 1 i a 49_6, tib 21-43/41131-101/411 " 3'-9 3/4 T-73/4" J dJ 10'-2" (5'-10" Temper Glass Z (A O N � � p Walk-in 'at Z Closet 2�1 �� Master . Guest Room -4_ �--� Bathroom Full -0 0 cp Bathroom N U O �J IF I Z n Lo r O � o F7,-oz:Closet a a M 2'-41/2" <�ct N to q a 4-41/24—� 5'-111/4" 3'-1" 7'-5" O0 2'-41/2" Post Post Post -4008- - 2668 2868 N 9'-0" 5'-10" 0 Cn 0 '-0' 0 Hallway 3'-4 3/4" LO - Master DN Laundry Bedroom #3 Bedroom a Room Q 0 � � N t i ' ca _ LL o 0) Q N c Oi N P05t5 Foot N P05 C105et Z - CIO qt 5 X668_ v 606b ON Game Room 1il-0 Il 5'-D" O 5'-13/4" 71-41/4' 5 Bedroom #1 Bedroom #2 N cn Q : Wall Below © i '� o root 51O„ 41/ 5,_10„ Post SECOND FLOOR PLAN o 0 4'-31/2" 7'-2" Scale: 3/16" = 1'-0" 12'-0" 5'-51/2" © © SHEET 6 OF 11 D: =b O TF i i v a a p O z I L I I I+ N I x N = W TF cr CA III _ O C> 151-73/411 13'-61/4" 17-71/2" -n =b to ".. O N v N x N O N DATE Single Family Dwelling SARACENO CONSTRUCTION LLC w r=1I October 3,2005 g P.O. Box 878 � 90 High h Street No Andover, MA 01845 . No Andover, MA 01845 (978) 258-8885 C) t. 0 J � ell ng of s x 1 co Z0, LNO to Flush Steel Bea -W1033 "— CO O 'd U � ` O 0 HOW JAM 5 2 x 1 6 16 0. FI r 'is 5 ' x 1 ' 0 U Q o Q o sl- z° LL 0 11 JLJLJ IIL Lil Flush 5teel Beam-M033 FI e - Flo )r&iol 5 2 x 1 d le 0. to lot 21 x 1 ' 16' 0. m ILL QQ UF O � Z lu5 Bea -( )1 "x 4" r5 La 2.0 u 11 U = Flu h2 IB= -W1 (� loo J 5t 2" 1 ' C@ 6" � N loo Jolote 2" 112 @ 6" C ILI- tib rQ :aa SECOND FLOOR FRAMING o � Scale: 3/16" - 1'-0" SHEET All floor and rim jolot5 are 2 x 12 016" O.C. 8 uniess noted otherwise OF 25'_61' 11 ti LD U co J Co Z t p (L) Cel ing i t5 "xloll C@1 C. co i ng of s "x O'l c.1 C) p � p o w co i FI am (1) 3/4' x 9 V O 1/ 'Ve a-L m 2 31 O < x 0 5 or a uiv. m Q to nom.' z° u h ea oa- am .0 00 Po ec�ui . i if 9` If C ilin J ist 2" I i Cei ng of s x O" 1 C L9 3 `° � o O <lush ea - ( 18 .'x 1/ Ver a-L 2. 31 O 5 ors == uiv 910, tL Q N o z g i5 5 2 x 1 1 ' 0. _ Cc i ing of t5 "x 10" � CV O O FIuSh Steel Beam-W 1033 ore uivN ATTIC FRAMING cl j1� Scale:3/1':6" . 1'-0" D f 24-p I 25`-Co" All floor and rim joists are 2 x 10 a 16"O.C. SHEET ---- -__ --- unless noted otherwise 9 OF �� 11 22,-011 22,-0" o 713 o fi = N z = —s X _ N_ r _ _ p i O N N CO co x co 0 CO � = o Y70 � O coo CA O O s Z 14 . SAIZACENO CONS?1ZUCTION LLC DATE Single Family Dwelling p.o. fox 878 55.8885 o = 3 2005 90 High Street 978) 2 October No Andover, MA 01845 �' o No Andover, MA 01845 _I U dJ J t Cont.,Kidge Vent OZ It CV Composite roofing 12 Ice anwater, mn 1x8Collar Tie@4' O.C. Id 3' i ) from cave( � 6 - - - Drip edge, eaves and rakes 1/2" plywood 2 x 12 rafters @ 16O.C. Z " . O � Attic U O � Proper Vent W M Attic 2 x 10 Ceiling Joists @ 16 O.C. U 1230RUM UUMMUM < X o s 12'-7 3/4" 13'-6" 17'-10 1/4" \ Crown 0 0 \Moulding to a_ z _ Zosecond Floor Fascia Soffit with 00n- venting 3/4" T&G Sheathing, glue and nail 2 x 6 Studs @ 16" O.C. o _ 2 x 12 Floor Joists @ 16" O.C. Second 7/16" Sheathing o � X1230 2 x 10 Headers t _ (3) 1 3/4" x 14" (2) 1 3/4" x 24" ( yp) Versa-Lam 3100 SF Versa-Lam 3100 SP First Floor 24'-1 3/4" 17'-101/4" O L Q M co n Garage 3/4".T&G Sheating, glue and nail First2 x 12 Floor Joists @ 16" O.C. 0 4" (min.) 3500 psi concrete slab with 6 mil poly LL. o beneath j F19 N o 6" (min.) 3/4" stone on top of compacted fill Z Finish GradeTIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - v . - Basement- - - - -.- - - - - Filter Fabric -�'�r�', � ';rjj N � L- M-0 � �- T�I— , r r�r - � � �r -r Com acted Fill �� � ��� ��-� 1$-0 3/4 Stone T „� � ��� � T ��, - 2 x 6 KD sill over 4" Ferf. fn6l. 4" (min) 2500 psi basement slab 2 x 6 FT sill 10" Conrete Foundation drainpipe3000 psi (ruin.)-` ' w/ 6mil poly beneath • over 6' (min) 3/4" stone 10" x 20" Continuous concrete footingIMMo Key and (2) #4 Horizontal rebar w N 3000 psi (min) P c<i 42'-0" o� Main Section o Scale: 3/16" .1'-0" SKEET 11 OF 11 ' F19M NEVE-MORIN GROUP (FRO OCT 21 2005 15:55/ST, 15:55/No. 6802445924 P 2 The Neve -Morin Group, Inc. October 21,2005 Pam Merrill Conservation Commission 400 Osgood Street North Andover,MA 01845 Re: High Street—Isolated Wetland Owner: Steve Saracen Dear Pant As you are aware,our office was contracted to inspect the above referenced property for jurisdictional wetland resource areas that would impact the development potential of the site. On Friday,October 21,2005 I inspected the property and found a small isolated vegetated wetland in the right rear of the property. The isolated vegetated wetland was approximately 200 st in size. Because the square footage is well below the 1,000 s.f threshold, it is our opinion that the wetland resource area is not jurisdictional under the Noah Andover Wetlands Protection Bylaw and Regulations. If you have any questions regarding this information please do not hesitate to contact our office. Sincerely, THE NEVE-MORIN GROUP,INC. Gre Aochmut RS � g � Professional Wetland Scientist ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS LAND USE PLANNERS 447 Old Boston Road (U.S. Route 1).Topsfield, MA 01983 978-887-8686 FAX 978-887-3480 Providing Professional Services Since 1978 www.novernorin.com t HORTM "° TOWN OF NORTH ANDOVER PERMIT FOR WIRING �,SSACHU This certifies that ..... ...T....M.A.1 ea........�4rn:7.2 ...!0.... aG has permission to perform .....file .....�D..t/.�=.................................... wiring in the building of.......57 S�I l����/ ...................... /} .r................ . at......:f.a....f !f� .....5. ............................... .North Andover,Mass. :5A!* '�" r Fee'.Jr.....3..t.... Lic.No. ........... .................Eis INSPECTOR Check _ 6i, 75 r � aaI' // Con%=nwea(th of Vama' chudelfd Official Use Only c7 Permit No. 2epa,1.1 o/.}ire S..ices BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked _. 3 Rev. 11/99] (leave blank) APPLICATiON FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 )(PLEASE PRINT IN INK OR TME ALL 1 VFORiV—fA7ION) Date: Cityor Town of: Wii�W AWZ/� 11r=C To the Ltspectoi-of i lyes: By this application the undersi..-ned rives notice of his or her intention to perform the electrical work described below. Location(Street&Nunnber) Owner or Tenant Telephone No. Owner's Address Is this perinit in conjunction with a buildin;permij? Yes „�� No ❑ (Check Appropriate Bos) Purpose of Building /�/ DSL/ ;f �i✓�- Utility Authorization No. t5-71 �;7� Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters New Service Amps / Volts Overhead❑ Undord b ❑ No.of 1•Ieters . Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: �1/� � ��j�/ Cdnn letion ofthe following table may be waived by the Ins 4ctor of ifires. No.of Total No.of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans 6 Transformers KVA No.of Lighting Outlets No.of I•lot Tubs Generators KN'A AboveIn- o.o EmergencyLighting o:-of-Ligh ' Fixtures Swimming Pool rnd. ❑ grid. El Battery Units No.of Receptacle Outlets U No.of Oil Burners FIRE ALARMS No.of Zoites a No.of Switches No.of Gas Burners No.of Detection ndTo Iuitiatina Devices No. of Ranges No.of Air Cond. (0-a?Tons No.of Alerting Devices No.of Waste Disposers / Heat Punnp Number "Tons KW No.of elf-Contained Totals: . _ ______ Detection/Alerting Devices . No.of Dishwashers Space/Area Heating KW Local ❑ 11•Iu»icipal ❑. Other Connection Heating Appliances Security Systems: No.of Dryers 1± PP Ktiti No.of Devices or Equivalent No.of Water No.of. No.of KW No. Wiring: Healers Signs Ballasts No.of Devices or E uivalent No.Hydromassage Bathtubs No.of AIotors Total HP Telecommunications Wiring: No.of Devices or E uivalent OTHER: attach additional detail if desired.or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless%%-aired by the owner,no permit for the performance of electrical work may issue unless i the 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 ❑. 0.1.1•IER ❑ (Specify:) '7it�f}(6W5 5'-3/-Ola (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: .;2'1o?_6 Inspections to be requested in accordance with MEC Rule 10,and upon completion. I Certify, raider the pains andpenalties of perjtlryjhat the information on tjtis application is trite and complete. r F1101 NAn�IE: o% �/U'/ LIC.NO.: 31��564 Licensee: rleS Signature �w.% LIC.NO.: (If applicable.enter ••exempt"in the license manber line.) Bus.Tel.No.:791-5"8q-a�G� Address: S1 VwjST466W C%P� A ,C'GWlAle 619,6 zl Alt.Tel.No.: OWNER'S I NSURAXCE 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) ❑owrncr . ❑owner's agent. Owner/Agent Signature "Telephone No. P.i:Rd1IT FEL•: $ S(a ELECTRICAL APPLICATION PERMIT # DATE: ELECTRICIAN LOCATION DATE COMPLETED j a a n DD �. t ComntonwealM of Maasackwelb Official Use Only cc--�� 1.Jeparlmenl c7 o�_tire �ervice, Permit No. � T-7 � Occupancy and Fee Checked63 BOARD OF FIRE PREVENTION REGULATIONS Rev. 11/99] � (Icave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 J(PLEASE PRINT IN INK OR TYPEALL 1 YFORi4 ATION) Date: City or Town of: W?Z VI 1A/AC"91, To the Inspector of!Vires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number). �/��' L '%— Owner or Tenant j / �" /�,�1�� Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes No ❑ (Ghee!:Appropriate Box) Purpose of Building' /11,,ttfi/ .,, . Utility Authorization No. `� 711; 7� Existing Service Anips / Polls Overhead ❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.o[A•leters . Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Ctfnr letion ofthe following table may be waived by the Ins ector of Wires. ..-P No.of Recessed 17-uttures :2, No,of Ceil:Susp.(Paddle)Fails ( No.of Total Transformers KVA No.of Lighting Outlets No.of I•lot Tubs Generators KVA AboveIn- o.o mergency Lighting N-o.of-Lien ing.Fixtures Swimming Pool rnd. ❑ rnd. ❑ Batten Units !� No.of Receptacle Outlets ( No.of Oil Burners FIRE ALARMS jNo.of Zoites .of No.of Switches No.of Gas Burners 12 NoDetection and LInitiating Devices No.of Ranges No.of Air Cond. ( u Tons To No.of Alerting Devices \o.of Waste Disposers / Hcat Pump Number Tons K�V No.o Self-Contained p Totals: ____ -�— Delectiott/Alertino Devices . No.of Dishwashers Space/Area Heating KW Local ❑ ltilvnicipal ❑. Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No.of Nater , No.of. No.of Data Wiring: IIeater•s Signs Ballasts No.of Devices or E uivtilent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired.or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless uraived by the owner,no permit for the performance of electrical work may issue unless the 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: INSUPLANCE 14 BOND ❑• 011•IER ❑ (Specify:) 7XW&4r j' ' (Expiration Date) Estimated Value of Electrical Rork: (When required by municipal policy.) Work to Start: .2 _6�/ Inspections to be requested in accordance with MEC Rule 10,and upon completion. I Certify, under the pains and penalties of perjury,that the infor»nation on this applicatiotr is trite and complete. _ •,` FIRAI NAINIE: L '�t'j s ,f'l1' l /� LIC.NO. lf / _ Licensee: i`�' V-/G� Signature (_� / �� LIC.NO.: ( applicable,enter "exempt"in the licence nnnrber line.) Bus.Te1.No.: Address: t 4%l'S i 4leifl) ! ;IA C /i✓: ,C,C-WP/-416 6196 y Alt.Tel.No.: OWNER'S INSURANCE PJAIVER: 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 onc)❑o%%,»cr ❑owner's agent. Owner/Agent dt Signature 'i'clephone No. P.LRi11IT FES: _�lu I S�r� v O Phare: 978-342-2660 Fax: 978-342-2699 JAMES A. TRUDEAU Adjustment Service Inc. P. O.Box 942 Fitchburg,MA 01420 clainis(filtrudeauadi.com Notice of Casualty Loss of Building Under Massachusetts General Laws, Chapter 139, Section 3B August 26, 2010 i Building hlspector 120 Main Street North Andover,MA 01845 Board of Health 120 Main Street North Andover, MA 01845 Fire Department Dept. of Records 124 Main Street North Andover,MA 01845 Insured: Steven Saraceno Loss Location: 90 High Street,North And er,MA 01845 Insurance Comp i referred Mutual ante Co. Policy No.: 0100833487 Date of Loss: August X010 File Number: 10-09124 Claim Number: 10015413 Type of Loss: Water Damage Claim has been made involving loss, damage, or destruction of the above captioned property, which may either exceed $1,000.00 or cause "Mass. Gen. Laws, Chapter 1.43, Section 6" to be applicable. If any notice under"Mass. Gen. Laws, Chapter 139, Section 3B" is appropriate, please direct it to the writer and include a reference to the captioned insured, location,policy number, date of loss, and file or claim number. On this date, I cause copies of this notice to be sent to the person(s) named above at the address indicated by first class mail. Sincerely, James A. Trudeau Claims Adjuster