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Miscellaneous - 58 APPLETON STREET 4/30/2018 (2)
58APPLETON STREET 210/037.13-002()_0000.0 1 i Date....... ....../k........ TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING HU This certifies that .........$T W has permission to perform ..... ......... ✓/.......................... . .................. wiring in the building of......AnZk A!.�?!ca.i..).............................................. at 1 .5,- .............C.............1`'... 0..I. Ab........***'*"**"*"'.r ....e...4...,... . ...NorAndover,Mass. Fee .........Lic.No. ................. ................Q............ .. .. ... ELECTRICAL INSPECTOR 12Check# 96.5 -/ . ;A L Common wealth ®f Massachusetts Official Use Only Permit No. a Department of Fire Services Occupancy and Fee Checked .o^M BOARD OF FIRE PREVENTION REGULATIONS [Rev.l/07) (leaveblank 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 ININK OR TYPE ALL INFORMATION) Date: 11— 11— l 5- City or Towns of. NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 5T A a aL(ion 57— /I/I u k �� C c 4 Telephone No. Owner or Tenant Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No ® (Check Appropriate Box) Purpose of Building 9 < S Utility Authorization No. 'a®'76 ?f�6 - Existing Service-L!q Amps I10 /Z�O Volts Overhead Undgrd❑ No.of Meters New Service 2-90 Amps I ZO / 04 Volts Overhead P Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature//of Proposed Electrical Work: u,e 's 6 y i e' �j a CVS 1 s A I � Completion of the following table may be waived try the Inspector of Wires. No.of Recessed Luminaires No.of Cell:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- EJ No.of Emergency Lighting rnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS I No. of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons No. of Waste Disposers Heat PumpNumber Tons.......... ..........KW No.of Self-Contained ............ Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW of No.of Data Wiring: Heaters 1 - Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: &C ach additional detail if desired,or as required by the Inspector of 97res. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: 17-- /5 Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived 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 coveW is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ff BOND ❑ OTHER ❑ (Specify:) I"certify,under the pains and penalties of penury,that the information on this application is true and complete. FIRM NAME: . �/c,e�L �,,y s©� f t c , LIC.NO.: I=- / Z� Licensee: 144,(ng— S1IM42SOA Signature LTC.NO.: (If applicable,enter "exempt"in the license number line) Bus.Tel.No.--7$1-7 2 y't;06 o Address: 22-3 Fo rrsT 5T 9 C' a 1^5 �i Alt.Tel.No.: `Per M.G.L c. 147,s.57-61,security work requires Department/of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent PERMIT FEE: l 6 Signature Telephone No. s� r ❑ 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00§Rule 8: In accordance with the provisions of M.G.L.c. 143,§3L,the permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth,and applications shall be filed w on the prescribed form.After a permit application has been accepted by an Inspector of Wires appointed pursuant to M.G.L c. 166,§ 32,an electrical permit shall be issued to the person, firm or corporation stated on the permit application. Such entity shall be responsible for the T notification of completion of the work as required in M.G.L.c.143,§3L. Permits shall-be limited as to the time of ongoing construction activity,and may be deemed by the Inspector of Wires abandoned and invalid if he or she has determined that the authorized work has not commenced or has not progressed during the preceding 12-month period.Upon written application,an extension of time for completion of work shall be permitted for reasonable cause.A permit shall be terminated upon the written request of either the owner or the installing entity stated on the permit application. ❑ The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections 74 and 75 of Chapter 238 of the Acts of 2012.The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certain permits and licenses conceming the use or development of real property.With limited exceptions,the Act automatically extends,for four years beyond its otherwise applicable expiration date,any permit or approval that was "in effect or existence"during the qualifying period beginning on August 15,2008 and extending'through August 15,2012. ❑ Rule 8—Permit/Date Closed: ***Note:Reapply for new permit ❑ ❑Permit Extension Act—Permit/Date Closed: Trench Inspection Pass M Failed 0 Re-Inspection Required($.)❑ Inspectors Comments: Inspectors Signature: Date: SERVICE INSPECTION: Pass 0 Failed Re-Inspection Required($.) ❑ r Inspectors Comments: Inspectors Signature: Date: PARTIAL ROUGH INSPECTION: Pass® Failed Re-Inspection Required($.)❑ Inspectors Comments: Inspectors Signature: Date: ROUGH INSPECTION: Pass 0 Failed Re-Inspection Required($.) ❑ Inspectors Comments: Inspectors Signature: Date: FINAL, O Pass 0 V Failed M Re-Inspection Required($.) ❑ Inspectors Comments: Ifla (iC�S — Z -�G Inspectors Signature: Date: DEB WEINHOLD ...TOWN OF MERRIMAC,MA. .......dweinhold@townofinerrimac.com The Commonwealth of Massachusetts Department of IndustrialAccidents - I Congress Street,Suite 100 Boston,MA 021142017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERNUTTING AUTHORITY. _Applicant Information �J Please Print Lezibly Narne(Business/Organization/Individual): Address: ;,Z 3 o r e-S l S J City/State/Zip: ePhone#: 7 5 / 7 2 Are you an employer?Check the app opriate box: Type of project(required): 1.❑I employer with employees(full and/or part-time).* 7. ❑New construction 2. I am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 3.F-1I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition ❑ 4.F1 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.F-1 Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#i must also fill out the section below showing their workers'compensation policy information. i Homeowners who subnnf this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,'they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees.' Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. SiJnatur-- �,/ Date: / 2 — // — /s— Phone#: 2 �R I—7 Z y— 60 G D Official use only. Do not write in this area,to be completed by city or town official.. City or Town: Permit/License# Issuing Authority(circle one): ; 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub'contractor(s)name(s),address(es)and-phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confinnation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should'enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. -. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel.#617-727-4900 ext. 7406 or 1-877-NIASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia M rk'w'.'err"'aniN�'�^k^"1tt t�ON1Rl AL.TH OF NlASSAh9U8 "!' : x HOARD'CEJ+ K J±;LGCTiCIANS I SSU.ES; HE FOL." ow,li:is L IT EaJSE ASA ;tEG JOURNEY:MIlJJ ELE � R CiA:lV -GT r �/��.� _• r� t is AYmL E� MPSOJJ 22.3 NftE ** 4� 0 18'- D r1 IS. 318210-F. P. 07%31.1:16 64�4q 4 P GENERATOR APPLICATION DATE: LOCATION: OWNERS NAME: ha Tht 0 V1 GENERATOR kw Z � NO INSTALLATION OR GROUND DISTURBANCE BEFORE APPROVALS* CONTRACTOR: PHONE NUMBER: ELECTRICAL GAS SIDENTIAL COMMERCIAL TEMPORARY LOCATION OF GENERATOR: L� ��G o NUUS� *ZONING DISTRICT: � P *PLANNING APPROVAL (IF IN WATERSHED) *CONSERVATION APPROVAL4 TOWN OF NORTH ANDOVER NORTH APPLICATION FOR PLAN EXAMINATION i- & Permit NO: Date Received Date Issued: 07 �9SSArea S IMPORTANT: Applicant must complete all items on this page LOCATION 5-9 / 'P (. Print PROPERTY OWNER m I p —3 . ` fZft-Poo" Print MAP NO.: 3713 PARCEL: en ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑>ew Building One family YAddition ❑Two or more family ❑Industrial ❑Alteration No. of units: ❑Repair,replacement ❑ Assessory Bldg ❑ Commercial W(Demolition ❑Moving(relocation) ❑Other ❑ Others: ❑Foundation only DESCRIPTION OF WORK TO BE PREFORMED - C 6A-n F:169= &Qz'r__Z(1t 4-J � 54, ��� �- O�� Identification Please Type or Print Clearly) OWNER: Name: ���� �i Z p t� Phone: 9 7e-29 Address: ®Lf 17JN ST '1 ! 'NI�e�/ - S—� CONTRACTOR Name: I Phone:. Address: Supervisor's Construction License: Exp. Date. Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg.No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ CLQ x12.00=FEE:$ Check No.: Sj Receipt No.: Page I of 4 TYPE OF SEWERAGE DISPOSAI Public Sewer , Tanning/Massage/Body Art ❑ Swimming Pools ❑ Tobacco Sales Well ❑ ❑ Food Packaging/Sales ❑ ❑ Permanent Dumpster on Site ❑ Private(septic tank,etc. Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Ow er ,�' ignature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING& DEVELOPMENT ❑ f X(A 'Water Shed Special Permit / ❑ Site Plan Special Permit ❑ Other COMMENTS i PJB to IX A-44 61r Rl�" TE REJECTED DATE APPROVED CONSERVATION ' 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/Si2nature&Date Driveway Permit Temp Dumpster on site yes%no_ Fire Department signature/date Noe 4 of 4 Building Setback(ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq.ft.: NOTES and DATA—(For department use) C2v e. C-L)� R Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC.Jan.2006 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 Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract $Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) 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 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:BPFORM05 Noe 4 of 4 Location5j Ag©�, fVr-7 No. � Date ,.aRTM TOWN OF NORTH ANDOVER F y 9 Certificate of Occupancy $ b'••°�'<�' Building/Frame Permit Fee $ 01 Pd ,SSACMUSE Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 2 2020 V Building Inspector BUILDING PERMIT a`"O°T6q"o TOWN OF NORTH ANDOVER o i APPLICATION FOR PLAN EXAMINATION * �, Permit NO: Date Received 74��RA7ED 9SSAC HUS�� Date Issued: IMPORTANT:Applicant must complete all items on this page .� � LQrATItflN � � vy s a+*x R., P y3 rm kw' b1 a el(h tk5 a§x3».+Y PROPERT WNER q ti f , � _ • & .tea > x•� .+4 -a+''' MAP1C3 I`?AR� � d� 1STR1C Hlsrtc tstrtct � } s� TYPE OF IMPROVEMENT PROPOSED USE Resid ntial Non- Residential ❑ New Building kbne family "ddition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition �y ie ❑ Other1 ypy � ed--is11 t, G <. :C �latrl,Sewer :: � .a .. -V1111, OEM DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: � ' 6 Address: SF 4WPb;7?M-) TY+ VTR OJA. 6t l e yr �r� . r� «o « Q" �r., � 1 . • ' ,rF '` cel, "i5 a s" ` y a , �fe Aw Address Su(�tV1Sp3'S of S r ctten Licen e � �x 0 b HY • k3 �' moi' zamaw 4- �+^ -14 Hoge Itnprovernent License. s .. fix Hate; sb� .. 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: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund m Sipa#ure of Ag! nt/Qwrir 'griattre of contractor. Plans Submitted L 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 DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ 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 FIRES EPARTI ENT em d� t� tet in sit � � �� .ocald at '24 M" K Ftre Department Signa tr+elda =� Al �SI�N 9D - - - -- - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . MIN 'll -61r--ll III LA PiopoSCd t-Cfl Flevd on PioposCd PCai Flevd on Sca✓c 1/8" = 1'0" 5ca✓Cr 1/8" GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE CONSTRUCTION DOCUMENTS. 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND DISPOSED OF PROPERLY. 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER SEPERATE CONTRACT AND TERMS. 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE-PINE-FIR OR BETTER. 6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU FLOORS SHALL BE COMPLETELY FIRE CAULKED. SIGN (:t/41-919 ol /tlign 4' r -------- -------------------- i8 17 ------------------- 2817 til X281 7 I I L/ Ct 10'-IZ"� � i �axrKri 5/ob /flign ---------------------- ------------------------ -- I 3l I /flign � - 1 , I �3l�Z 1 1 I 30"x 30"x 14"Dp.Ffel 3-1/2"5fcd"ly -� /'-61 71C 1 ----------- --+-- - ------------------- �olll=�g , - I .+ Z54raqc 5/ob f Tlk M/n I 1C crow Gh/prey 1 - I I � I � � 1 ° � I I I I t 5"Ovedw I I 0. I •�. d n . , I I I I 1 . --- -------------------- -- ------- ------------ --- 11-1O1/ 91-6111 L11�1 �'�" 1' 10 I NOTES: Zql-_/fjll 70, 1 . ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE CROSS SECTION. Foundation Plan Scd�:3/lC�11 s /'O„ 5/GN 91-611 VIning Sun 9'/% Dow Sun Pf% Pen - ____====_----------- Ped 33"JZ" Kltd7en Ped ® Pdh QCarport Dem Carport NOTES: 1 . ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. 1ST FLOOR TO BE GUTTED BY INCLUDING CEILING JOIST REMOVAL. /5f rloor jffXl51iy 5cdc 3/1G" _ /loll 6'5/idaW/5/drUfc 3046-2 i ---------- L- m"-Z - I K1106tm !3-C� 3iD46.2 Family F 10 be r,odifw i tv Pluah Draw ---� Dcar, ------ �3'do� Drop Dcan -----�D Picric --- 303/0 Post Poa1 Po-.51 �ti Mud i Plies Pdcd Dow 33,_x„ rya Dai 5� cc, Ld pK i z 3 Z a iY7-hmx-Wdl�to be S/8 Type X 9 m Dowd,Garagc 51dc 20 3� Lly1w 6 Dlan Garagc Cdllnq to be S/8 Typc X -1046-2 -ypwn Dowd W/P/ader Z i Ga c i G'-!pl Os "ca er 1-3/4"x 9-1/4" ticadcr:/3/4"x 9-//4" i 3042 VaD -Lam 7103100 5P Vcr�o-la,2,0 3/00 5P 1 7446 3090 2*46 1446 3046 2446 ►, 10'-1011 Trabom Above Trawom Above 9'wX7'hOar.Or. 9'wX7'hGa.Df. Garage Door l'lcadcr-0 NOTES: Doub/c!3/4"x!!-1/4"/-V/- 1 . VL1 . ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. ALL 1ST FLOOR WINDOW HEADERS TO BE DOUBLE 1 -3/4" X 7-1/4" 15/ Floor P/O 05ed VERSA-LAM 2.0 3100 SP, MAX SPAN 6'-8", UNLESS OTHERWISE SPECIFIED. P 5ca✓ 3/I611 1,0„ t38'8" �5/CN F61 6'-8 4,401,I„ 9,_II4„ „ ' If 3042 2 303!0 3042 3042 6''11” Pdfh fo bc'aodliled Ig'-Z" 30422 Dcd#4 1"Iaafcr#I PO-42P-16" - „ 2 Poaf Poaf IZ' Z" -------- ------- 4'Z„ 303!0 � 3042 4'-IO" M13afh t7,8„ 7' t -92L „ cc. O ti S Z'-G" ����l Sffflnq 11'-4„ GL, ' 0 3042 S DN I`f' 3042 2 peg#3 0 I i 14, 6 „ 6'-/I” 10I I I I L UP ti s I I I6'-811 3042 2 3042 � 0 �Q,� I I 30422 I I 5facgt T 3„ /01401, I I 10'-10" I I 3042 91-511 241-5„ 2nd Ploo'r Proposed 5ca/c3/16" = 1'0 It 5/GN 5for t 33'2" 2842 2 282/0 DN Qs Affic Floor Propo5ed 5cdc,5116 = 1'0" 5;�Z)tSICN 14'-9"Mdition 23'-9" 9'-6" 0 10'-lZ" e Addltlon IQ 1=iarr In iffxi-finq 5f4li Ad-Out 1 < I 11'-10" I I I I _ ° - - - — ° ° — - - - - Cxiafinq 20 e16"or- ------- Floor Jofaf 1/140" -- ra I I II OF I I I I � lIi�AUI J. �� KAV/WAIJON STRt)C7LJRAL . �+ 51rp-,5on HU28-2(I-11n) New 5iali Gui-cd ft „"2 Typ. Gul fxl-4ln4 Main P Pam 5w Pounddlon Plan •,,�•M E� �' 11' l3' IS' 17' 19' Zl' 23' 25' 27' 29' Por New Ldly ff Pf q 180 5G/ Z. 3/16"- 1'O" KDK U�SIGN/NG. Locations DarwaL tMA OM Z, , , ,4 6 8 101 , , ,12 l4 I6 I81 201 , ,22 24 26, ,28 151 Floor F'romil g 5ca✓c 3//611 OF /,o„ ����»& ���&_ � �. � G .%��- ����\ �� �/ ��» § [ E� '2� � \}/�z } / � �% :��% . . ` / \ \ � §§%r � � . . } \} \ %� ��} ;\ } � v . a» - . <� . sR - ` a �! k `¥e �.��® -\����z6/// § z pr ® \ a ���/J��` 2"x S-1/4"P5L Pool,Down Double 1-3/4"x l4"LVL Pcam P dow,Thies 5cdlon Ody 5l�7N t 13'-62"To Poat 4'22' t To Po-f I I 11c I Double 13/4"x I4" t 10 Z" Double/3/4"x l9." OF MlcrO&M LVL TPD N I 1.9r Mlcrollon LVL Pluoh Frame W/Margcr� Flu-M Prarx W/Manqu� 5lrnp�on/U53.�6/14 MIn A16 AL AL A[ A i Mean#2.1) P5L Po-4,Down I I I I ------------ I L - - - - - - - � — — — — I I I I I I I I I I I ZxIO 46"oc t I t I III I I II Prldginq,t1ld Span „ I t ZXIO 0/6"oc.- 1 11 IIJLJL MOM III I L Doub/c 13/4"x l4"/-V/- Mean VLMearo#,7Z ) ill 51r►p�on HU416 Gla) Mdch/'loon Mclght� TYP 3 2x10 Doub/c l 3/4"x 16" I MOM J.3 5 7 9 1/ 13 1V t'! 19 21 23 2V 21 29 KAVANAUGH P-"51-Pont,Down Vu-1a-Lave 2.0 3100 5P 5GA1 Z.-3/16 1'O" KDK DrSIGN/NG. 97RUCTURAL Garage Door t'lcodu� Pdow(FOOO Double 1-5/4 11x 11-1141,LVL ss,o M0 S 60 Sylvan S"EraSdn iaet Z 4 6 8 /0 12 14 16 18 ZO 22 24 26 28 8 Danvers,MA 019M 2nd Floor riarunq 5callcc 3//611 s 110" 3y ] �51�1�1 3-l/2"x -I/4"P5L Po-4,Down t!3'-62"To Poe-31 t 9'-ll2" t 15'Z"To Po-f F, — — — — I I I 11 I I II • Double 13/4"x/4" Double/3/4"x/4" 1.9P Mlcro//ar,LVLt 10'�" \ I I 1.9ir Micro✓lam LVL Plus �i Frame W/Marques 2 r -� c — I Plush From W/i1 aVcr� 51hp�on/U52.56/14 Min L /, — — i i 51npoon 1052,56/14 Min (Pea r►-VA.l) I ( I I II I II I L /►� � l j \ 1 1 � I I I ---� I I L - - - - - - ________===--J I r — -- L — t23-G„ I _______ ===� I I I I e� I I II --- I L1c 11 II I II � II 11 13rldg1nq,Mid Span i i i I i i t I I I ii � li i1 I I II i — 11 11 I I 11 i II II I L - - JL I I Double 13/4"1 14"LVL I I I j Ij jl I L------------li- --LL----------J SMM J. 17' 19' Zl' 23' r 29' XA► + SGhLf:3/16 /'O” KTK TF5/GN/NG. WmUCTURAL ..n 42 ctu 2' 4' 6' 8' 10' 12' 14' 16' 18` 20' 22' 24' 26' 28' Styes sales Affic Floor F�omir q #so synrar,Sb" Ranvers,MA 01923 5cdC'3/16" - 110" �51�N --------- -, I I -------------- 25 ZLI :a I I I I I I I I I I -------------- I I I I I I > I I I > I I I I — pow,' —I = _ — — I I —I = _ — — — I II I I I I II I I I II I , II I I II j I 1 1 II % I I I I I I I ------------- — J I I II ------------- — z4j, I I II I I I I 1 1 1 --� I I ------ I I11 1 1 ------------- -------- - 91 of OF MANAUGH - aa�wt Z Zx/o - ONl, McBrie,LLC �' sctuml ', =923 Garage Poof)�ar7irq '60 sylvan,sa�et �.)anvers,w 01923 5cd�:3/16„ = 1'0" z.��®�%•%� - �+ {�����/�/ � v � •® Q �� , \ r � . . . .. . ._. ,_ /.,, .vim-- --• _ 4 t / , T 12 \ POOF GON5-MUGrION. ZXIO 1�aftC/5 a 16" O.C. 111n S'10d Nails 20 Gcilinq Joist a 16" oc. a� I/2" GPX Plywood 12 Pc/t 1Poofin4 Paper /fi�phaJt 5hinl�lc5 5/rop PC/ail 5cadc: Nonc I r_J I I 6ULT IJP TOP PLATE I 1 SNPSON H2.5 MUM 7E TiM P 30 lnvulation HZ'S/8" ire-Guf SDE OF R�AFIER AAM AROM VE ��� W/P/OpC!VCnf flq AND ML Nl HMO � ���A7N USTSTRAPB-N A ED 8E A RAF TE 70 JOIST Jk 11r MUST BE NAPPED ARGIND RAPIER NAL SlRAP PER MANUFACtURERS SPE(MAIM I OLE FLLED 70 EVERY JWT PRIOR 70 P YM W SUN!=WTALLA7M I I I 7FNND FLGOR JOISTS SEE PLAN FOR Siff I \ I 1 5cc 51/ap Pctail 3'2X10 I PC/OW Wall 1 I 5/LL: I 1-2X U, j 1 2x6 p,/, VVSCALE.- 3/4' - V-0' OF Ar cho/PJolfi�a Com' o,c, 1 MC 12"From Go/nci� � o 'iso Sy1m Sb" 1To.ItN! Danvers,MA 01923 I I I I1-11/Z •e I 1 I I ��/� 1 �•�9�Q�sT A \ I K/ I I \ I I I I I Gauge Go55 wed ion ri----------------------------------------r� �-r--------------------------------------------L� -----------------------------------------i---_j - ------------------------------------------- 5cale: l/4„ 1'0” iy i�.t � F _ �r r + � b. . 2x12P;dqe PJoard �-Pidgc Vent X51�1�1 POO>=GONSTPUGTION: 2x10 PaRer-c.a 16" oc. 2x6 Collar Tic-->o 32" oc, 12 1/2" GVX Plywood 9 Pelt Poof;n4 Paper /f--5pha✓t 5h;n41c--> 3-Zx� 5paceiPlafe� 1=i1//f(co 06veen PoRct Pe/ween Payer, Typ, ttJ5 Web And Nail W11h 14"hJ5 20 M5R.16"oc -f-16d Nailer Min, Veded 506f;f I I W/fLL GON57-IPUG7-ION: II " Pie-Guf I I 2x4 5fud-->a 16" oc. (92--5/8'9 P-1-5 Im ulal;on 1/2"GUX P/ywood P>u%ldlnq Paper 4-2x4 5pacer I I 5idinq; T13U Plolc--% Typ, II 14"M520M-15F46"oc To he Per7oved /flier 1=rarie II II 9 5fiingei cd II �xi�finq Waller I I t� � To lie 2x4 a16"oc. " x�►YANAU@H s Add PJlockinq,Under Post Locdlons,Typ. s�oVOL tt -- - -----J' I McBrie,LLC -3tructural Design&Sales )1 Hymn 01923 II HoU5e Gross -'5cd on It L__J . � \ 4. /\' *10 -A\Ykyer 0 userBusinea 2 Pcs of 13/4" x 14" 1.9E Microllam®LVL TJ-Bea rt�625 Serial Number:7005119537 User.2 7 2:37:04 Page EneVersion:6.5m THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,z❑ Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:17' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Stud wall 3.50" 3.67" 3825/1632/0/5456 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 3.67" 3825/1632/0/5456 Al:Blocking 1 Ply 1 3/4"x 14"1.9E MicrollamO LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5335 -4396 9310 Passed(47%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 19563 19563 24258 Passed(81%) MID Span 1 under Floor loading Live Load Deft(in) 0.383 0.489 Passed(U459) MID Span 1 under Floor loading Total Load Dell(in) 0.547 0.733 Passed(U322) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. i -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 7-128 Laura Bates McBrie,LLC Bradbury Residence 160 Sylvan Street 58 Appleton Street Danvers,MA 01923 North Andover,MA 01845 Phone:978-646-0097 Fax :978-646-0087 KDK Design (bates@mcbde.com Copyright © 2006 by Trus Joist, a Weyerhaeuser Business Microllam* is a registered trademark of Trus Joist. Beam#2.5 Busing 2 Pcs of 13/4" x 14" 1.9E Microllam®LVL TJ-Beam 6.25 Serial Number.7005119537 Page User: Engin Vers07 ion: PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version:6.25.71 FOR THE APPLICATION AND LOADS LISTED 23.6" i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1'4" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 480 185 4'6" Reaction#1 from Beam#2.4 Similar Point(lbs) Floor(1.00) 480 185 15'6" Reaction#1 from Beam#2.4 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift(Total 1 Stud wall 3.50" 1.50" 1179/560/0/1739 A3:Rim Board 1 Ply 13/4"x 14"1.9E Microllamll)LVL 2 Stud wall 3.50" 1.50" 1034/504/0/1538 A3:Rim Board 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1725 1618 9310 Passed(17%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 9666 9666 24258 Passed(40%) MID Span 1 under Floor loading Live Load Defl(in) 0.440 0.579 Passed(U631) MID Span 1 under Floor loading Total Load Defl(in) 0.650 1.158 Passed(U428) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 17'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and rode accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: #7-027 Laura Bates McBde,LLC Groom Residence 160 Sylvan Street 120 Bellevue Road Danvers,MA 01923 SwampscottM MA Phone:978-646-0097 Fax :978-646-0087 (bates@mcbrie.com Copyright O 2006 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. '�rVAA�)X �hl-e 7�,. Beam#2.1 yrBus-- 2 PCS of 13/4" x 14" 1.9E Microllam®LVL TJ-Beam®6.25 Serial Number:7005119537 UserPagel 5/2MEngin 07 Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS Page 1 Engine Version:6.25.71 FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:17' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift(fotai 1 Stud wall 3.50" 3.67" 3825/1632/015456 A1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 3.67" 3825/1632/0/5456 Al:Blocking 1 Ply 13/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5335 -4396 9310 Passed(47%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 19563 19563 24258 Passed(81%) MID Span 1 under Floor loading Live Load Defl(in) 0.383 0.489 Passed(U459) MID Span 1 under Floor loading Total Load Defl(in) 0.547 0.733 Passed(U322) MID Span 1 under Floor loading -Deflection Criteria:MINI MUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 7-127 Laura Bates McBrie,LLC Acquafredda Residence 160 Sylvan Street 153 West Shore Drive Danvers,MA 01923 Marblehead,MA Phone:978-646-0097 Fax :978-646-0087 RMO Associates (bates@mcbrie.com Copyright O 2006 by Trus Joist, a Weyerhaeuser Business Microllam is a registered trademark of Trus Joist. BOISE- Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1171301 BC CALCO 9.3 Design Report- US 1 span No cantilevers 0/12 slope Tuesday, May 29, 2007 19:05 Build 047 File Name: Bradbury Job Name: Bradbury Residence Description: FB01 Address: 58 Appleton St. Specifier: Garage Beam, Below City, State,Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 2nd Floor Framing&Garage Cross Section 20-04-00 B0,3-1/2" B1,3-1/2" LL 4649 lbs LL 3891 lbs DL 1709 lbs DL 1457 lbs Total Horizontal Product Length=20-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 20-04-00 30 10 12-00-00 2 Conc. Pt. (Ibs) Left 04-00-00 04-00-00 1220 406 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 27640 ft-lbs 74.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 5552 lbs 52.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. 0286(0.833") 83.8% 1 1 output as evidence of suitability for Live Load Defl. U393(0.607") 91.7% 1 1 particular application.Output here based Max Defl. 0.833" 83.3% 1 1 on building code-accepted design Span/Depth 14.9 Na 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6358 lbs n/a 69.2% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5349 lbs n/a 58.2% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCI@, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE GLULAM- SIMPLE FRAMING Column at Bearing 131 analyzed for bearing only, column analysis has not been performed. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@),VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@)are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �{b d— a c a • a minimum=2" c=6" b minimum= 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 Single 14" AJSTM 20 MSR JoistlSecond Floor Joists BC CALC®9.3 Design Report-US 1 span I No cantilevers 10/12 slope Wednesday, May 23, 2007 13:34 Build 047 16"OCS I Non-Repetitive I Glued&nailed construction File Name: 7-128 Boise Beam Runs Job Name: Description: Second Floor Joists Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1144 Misc: 23-06-00 B0,2-1/2" B1,2-1/2" LL 627 lbs LL 627 lbs DL 188 lbs DL 188 lbs Total Horizontal Product Length=23-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 23-06-00 40 12 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4668 ft-lbs 88.1% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 800 lbs 69.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U371 (0.75") 64.7% 1 1 output as evidence of suitability for Live Load Defl. U482(0.577") 99.5% 1 1 particular application.Output here based 0% 1 1 on building code-accepted design Max Defl. 0.75" 75. Span/Depth 19.9 0% 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 2-1/2"x 2-1/2" 815 lbs n/a n/a Unspecified ( ask questions,please call 61 Wall/Plate 2-1/2"x 2-1/2" 815 lbs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified(U480) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 . � Oso +B®�•$En Single 14" AJSTM 20 MSR Joist1J01 BC CALC®9.3 Design Report-US 1 span I No cantilevers 10/12 slope Tuesday, May 22, 2007 14:25 Build 047 16"OCS I Non-Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Description: J01 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1144 Misc: s 23-06-00 B0,2-1/2" 61,.2-1/2" LL 470 lbs LL 470 lbs DL 157 lbs DL 157 lbs Total Horizontal Product Length=23-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 23-06-00 30 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3591 ft-lbs 67.8% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 616 lbs 53.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U482(0.577") 49.7% 1 1 output as evidence of suitability for Live Load Defl. U643(0.433") 74.6% 1 1 particular application.Output here based Max Defl. 0.577" 57.7% 1 1 on building code-accepted design Span/Depth 19.9 Na 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 2-1/2"x 2-1/2" 627 lbs n/a n/a Unspecified ( ask questions,please call B1 Wall/Plate 2-1/2"x 2-1/2" 627 lbs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified(0480)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 V40RTp TOWN OF NORTH ANDOVER OFFICE OF ° - p BUILDING DEPARTMENT �a e + 1600 Osgood Street Building 20, Suite 2-64 North,4 Andover,Massachusetts 01845�Aw7e0�p S S�AC►IUSk Gerald A.Brown Telephone(978)688-9545 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION Please print DATE: Yh§107 JOB LOCATION: �PC /`j 115' 13 c-90 Number Street Address ,/Map/Lot HOMEOWNER �/9-�/Q �j�ll� �78— Y yV56 Name Home Phone 2 2 Cr, 3�1WorJtPlic}t�_e,` PRESENT MAILING ADDRESS `j " Z� /U 0- J+I\-06V 9t City Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNAT APPROVAL OF BUILDING OFFICIAL Revised 10.2005 Fonn Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688- 9535 Permit# Permit Date NotREScheck Software Version 3.7.3 Compliance Certificate Project Title: Bradbury Residence Report Date:05/09/07 Data filename:C:\KDKDES-1\NORTHA-1\Bradbury\Bradbury.rck Energy Code: 2000 IECC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 58 Appleton St. North Andover,MA 01845 Asse • �.. Ceiling 1:Flat Ceiling or Scissor Truss: 1907 30.0 0.0 67 Wall 1:Wood Frame,16"o.c.: 1571 13.0 0.0 109 Window 1:Vinyl Frame:Double Pane with Low-E: 240 0.340 82 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1907 19.0 0.0 90 Boiler 1:Other(Except Gas-Fired Steam):85 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 2000 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Bradbury Residence Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date:05/09/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Bradbury Residence Page 2 of 4 Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ 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. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Bradbury Residence Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5'to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Bradbury Residence Page 4 of 4 � � Essex North County Registry of Deeds 381 Common Street Lawrence, Massachusetts 01840 07/26/06 � BRADBURY JC # 7 Rec: Type NOTC 50.00 DOC. 25032 C. P. 20.00 R. D. 5.00 Copies 3.00 Total 78.00 # 8 Payment Check 75,00 # 9 Payment Check 3.00 THANK YOU! Thomas J. Burke Register of Deeds t NORTH ?o t�" e'�'p own Clerk Time Stamp 3 "�' FGCE1VEa This is to certify that twenty(20)days o w .-n ei�r r 1,r,E- $- have $. p T I n., ) f 1..r have elapsed from date of decision,flied * * t`' without filing of an appeal. Date & k9a 0?0 00 �14<.<�<• �<.�,- * 1006 JUt4 21 N �� 16 Jo A,Br ddhaw �, '+,r,o P ,sg Town Clerk �SS�cHuS�� ZONING BOARD OF APPEALS NO.fT`rl. A1'1"'OV-J.' Community Development Division MASS rl'I!'.l . ATTEST: A True Copy Any appeal shall be filed within Notice of Decision pr.0 yd� (20)days after the date of filing Year 2006 of this notice in the office of the Town Clerlt Town Clerk,per Mass. Gen.L.ch. 40 17 Property at: 8 Appleton Street NAME: David J Bradbury IiEARING(S): June 13,2006 ADDRESS: 58 Appleton Street PETITION: 2006-019. North Andover,MA 01845 TYPING DATE: June 26 2006 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 13,2006 at 7:30 PM upon the application of David J Bradbury,58 Appleton Street(Map 373,Parcel 20),North Andover requesting a dimensional Variance from Section 7,Paragraph 7.3 and Table 2 of the Zoning Bylaw for relief of the right side setback in order to construct a G '., proposed second floor addition and 2-stall garage with living space above,and for a Special Permit from Section 9,n Paragraph(s)9.2 of the Zoning Bylaw in order to extend a pre-existing,non-conforming structure on a pre-existirZ->= non-conforming lot. Said premise affected is property with frontage on the West side of Appleton Street within thl c zoning district. Legal notices were sent to all names on the abutter's list and were published in the EagV, '— Tribune,a newspaper of general circulation in the Town of North Andover,on May 22&29,2006. p , Cr The following voting members werepresent: Ellen P.McIntyre,Richard J.Byers,Albert P.Manzi,IN David R. Webster,and Richard M.Vaillancourt. --,o N The following non-voting members were present:Joseph D.LaGrasse,Thomas D.Ippolito,and Dane}. PQ Braese. cQn Upon a motion by Albert P.Manzi,III and 2°d by David R.Webster the Board voted to GRANT a dimensional Variance from Section 7,Paragraph 7.3 and Table 2 of the Zoning Bylaw for relief of 19' from the right side setback in order to construct a proposed 2-stall garage and bath,sitting&storage space above;and upon a motion by Albert P.Manzi,III and 2nd by David R.Webster the Board voted to GRANT O a Special Permit from Section 9,Paragraph 9.2 of the Zoning Bylaw in order to allow a pre-existing,non- N conforming dwelling to be extended by a 2-stall garage and bath,sitting&storage space above on a non- c n conforming lot per: o t� Site: 58 Appleton Street(Map 373,Parcel 20),North Andover,MA 10845 Site Plan Title: Plan of Land in North Andover Mass.,owned by David Bradbury Date(&Revised Dates): 4/25/2006,6/26/2006 Registered Professional Scott L. Giles,#13972,Scott L. Giles RP.L.S.,Frank S. Giles R.P.L.S., Land Surveyor 50 Deermeadow Road,North Andover,Mass. Building Plan Title Bradbury Residence,58 Appleton St.,North Andover,MA 01845,Add 2 nd Level/Garage KK,KDK Design,Wilmington,MA Date: 4/12/06 Sheet/Drawing: 5 sheets Page 1 of 3 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9541 Fax 978.688.9542 Web www.townofnerthandover.com f NORTFI of �..•° ,., n Clerk Time Stamp �� ,•., ° RECEIVE T 0V' I.EPW� 0 FIF ICE- 41 2006 JUN 27 Pil 16 ATOP �SSgCHUS�t l O,,-PC';, �q'� :u,r:- ZONING BOARD OF APPEALS 1.10RTH Community Development Division Note: 1.This decision shall not be in effect until a copy of this decision is recorded at the Essex County Registry of Deeds,Northern District at the applicant's expense. 2.The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local,state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Building Commissioner. 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, le Ellen P.McIntyre,Chai an Decision 2006-019. M37.B P20. Page 3 of 3 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 918.688.9541 Fax 978.688.9542 Web www.townofnorthandover.com ESSEX NORTH REGISTRY OF DEEDS LAWF?ENGE, MASS.,,_,, G?�� A TRUE COPY: ATTE3f NORTM 2 o;t'``O ;•e�'o Town Clerk Time Stamp c RECEIVED ; Cl t' �. L..,C\t1 Ij 1..LJAI . 2CM6 JUN 27 PM '' 16 ,SSACHU`+�� l:is I'x ZONING BOARD OF APPEALS NORT 1AHUiYY<< Community Development Division MASSPX!''L;S With the following conditions: 1. The Mylar Site Plan shall be corrected to show the proposed addition's foundation to be 24.5' 2. The decision shall not be signed before the Mylar is corrected. Voting in favor: Ellen P.McIntyre,Richard J.Byers,Albert P.Manzi,III,David R Webster,and Richard M.Vaillancourt. The Board finds that Lot 11 (58 Appleton Street Map 373,Parcel 20 today)was created as an Approval Not Required lot on March 5, 1956,per Plan of Land in North Andover,Mass.,owned by Daniel E.Hogan, Jr. The Board finds that owing to the topography of the land and placement of the structure on that land especially affects 158 Appleton Street and the single-family dwelling but does not affect generally the R-1 zoning district in which it is located. The Board finds that the existing single-family dwelling's left side setback does not allow for the proposed addition and would require relocating the existing driveway. The Board finds that placement of the garage in the rear would require importing fill in order to maintain the existing foundation's elevation and require a substantial change in the ratio of soil to impervious surface in order to bring the driveway to the rear. The Board finds that a literal enforcement of the provisions of Paragraph 7.3&Table 2 would involve substantial hardship,financial or otherwise,to the petitioner. The Board finds that that there was no written or spoken opposition. The Board finds that the specific reason. The Board finds that desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the North Andover Bylaw. Also,the Board finds that the applicant has satisfied the provisions of Section 9,Paragraph 9.2 of the Zoning Bylaw and that the granting of this Special Permit for a 2-stall garage and bath,sitting&storage space above at 58 Appleton Street is an appropriate location because there are other two-story single-family dwellings wiih 2 stall atiached garages on Appieton Street. The use,a single family dwelling with attached garage,will not adversely affect the neighborhood because the proposed addition,as designed,maintains the appearance of a single-family dwelling and conforms to the character of the neighborhood. There will be no nuisance or serious hazard to vehicles or pedestrians because the lot can accommodate 2 off-street parking spaces. Adequate and appropriate facilities are provided to 58 Appleton Street. The Board finds that this Special Permit is in harmony with the general purpose and intent of this Bylaw,and this proposed addition shall not be substantially more detrimental than the existing dwelling to the neighborhood. Page 2 of 3 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9541 fax 978.688.9542 Web www.townofnorthandover.com i PLAN OF LAND IN LOCUS:NO SCALE NORTH ANDOVER, MASS. OWNED BY �a��. �'�� oP sj DAVID BRADB URY SA`eM P P° SCALE: 1"=30' DATE:4/25/2006 Pe Q° LOCUS x \96126/2006 ot, '.t' 0' 30' 60' 90' N m i Scott L. Giles R.P.L.S. Frank. S. Giles R.P.L.S. 50 Deer Meadow Road North Andover, Mass. THE ZONING DIST. IS R1. FZGE TR ST 87,120 S.F.AREA B, P -ARTY , 175'FRONTAGE MAP AM Y P 30'SETBACKS ALL AROUND. NUNT. . MAP 37 B, PARCEL 18 MAP 37 8, PARCEL 20 MOYNIHAN FAMILY TRUST 21,715 S.F. z 1'1 z ^� me c N m z rG)z Ln � D o MAP 37 8 PAR � CEL 79 CAHALANE , EXIST. HSE. 12' FND. 0 12 [G4,y 0 0 39' — #58 PROPI GAR.N 24.5' 1 co 125.0' APPLETON STREET ------------- THIS IS TO CERTIFY THAT 1 HAVE CONFORMED WITH THE RULES AND REGULATIONS OF THE THE PROPERTY LINES SHOWN ARE THE REGISTERS OF DEEDS IN PREPARING THIS PLAN NORTH ANDOVER LINES DIVIDING EXISTING OWNERSHIPS,AND THE LINES OF STREETS AND WAYS SHOWN I ARD OF APPEALS ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED,AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN. Jf i �s y z 5e DATE OF FILING: G 13972 ao 9f6'ISTERE� `' DATE OF HEARING: ��0��t lAit9 DATE OF APPROVAL:Twist 13G�LGIZA:�J t5 N 9D -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - W1FT-T-11FT-T-11NP-- F-71 WER 11 1-± Piopo5ed Leff ifflevafion Peat flevafion SCGI�C: 1/8It /1011 SCQ�C: //Sii = /1011 GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE CONSTRUCTION DOCUMENTS. 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND DISPOSED OF PROPERLY. 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER SEPERATE CONTRACT AND TERMS. 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE-PINE-FIR OR BETTER. 6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU FLOORS SHALL BE COMPLETELY FIRE CAULKED. 5/GN Ct 14'-9"� /tllgn 4' r--------- I 2817 I I I I 1 12817 (t 10'-1211) L/ pQxrlrri 5/06 4"Th1E M/n hllgn 12' I1 --- ---------------------- ------------------------ "- I I /tlign , I I , I I I 1 I ~ 30"x30"x 14"Dp.Pf q 5/ad"ly I I I,-B►,Thi , „I=f JO 1 I I I 1 I Z6araqc 5/06 4"TfrE MIn I 1�'cr�ove Ghlr�xy 1 I I I I � I I 1 I I t S"Ov-dop Q I , 1 � I b i I n I I 1 I ------------------------------------------------- I I L --- -------------------- -- ------- ------------ --- 9'-611 - 9'-6" /,40" NOTES: 24'-5►, 1 . ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE CROSS SECTION. Fovndafion Plan 5cdc 3/1611 s /,o„ 5;�Z) tSI6N pe le 91^6" D� !0,,1211 Sun J?r� Deno Sun Kra Den - _________--________ Pled 33'-92" Kddxn 28►,8„ fed ® Ddh QCapod Dem Capod NOTES: 1 . ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. 1ST FLOOR TO BE GUTTED BY INCLUDING CEILING JOIST REMOVAL. I5f rl00r jffX/511rq Sca✓ V1611 = Poll GN 6'SlidaW/5/drLifc 304C�2 i - ---------� L----- 8�6 2 � t G,-//„ ' K116en PamllY Ir1'` 10 be mdlfAa i N Flush PraseP1uah Pram � ---� eca,, ------ �3'do•� Orop�can -----� Bean ---- i- 4 2" � •� 4'-10" -'� _—' ----- --- -- ———— �D42 Post Post Post �ti Mud �ti P1ic 1Pdcd Oow -- 33,,x" %% BaN, 5rd GL. iX-rh;:Wdh�to be S/8 rype X ,Z PJoard,Garage 5/dc Llvirg6 Dinlnn ' i Garages Cdllnq to be 5/8 rype X 4 i Gyp�ur�load W/P/Qata 5046-2 s 2 i bar c 684/11 OS i Hcadaa!3/4"x 9-//.e /fcada./3/4"x 9-//,V Vo-*o-La zo-,>/00 5P Vawo-La 7-0 iWo0 5P 2446 0$046 2446 n n 14-46 X046 244+6MORI 7' 10140" —� 10140" t7'3" rra t)on A&we riawon/tbovc 9'WX7'hGa.Dr. 9'wX rhGar.Oi F�l Gaogc Door"coder-'s NOTES: Doub/c 13/4"x 11-I/4"LVL 1 . ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. ALL 1 ST FLOOR WINDOW- HEADERS TO BE DOUBLE 1 -3/4" X 7-1/4" /51 rl00r 1 ,ropo5ed VERSA-LAM 2.0 3100 SP, MAX SPAN 6'-8", UNLESS OTHERWISE SPECIFIED. 5cdc_]V/6 s 110" t38'-8" 10 13'-6 70, 2' 9'-1/Z" — I5'-2" 6r_lO„ 6'_8/1, /S,_// i1,_l0„ il, 61-611 r_ 11 3042 2 303/0 3042 3042 Pdh to be,vodlfkd 3042 r l rr 3092-2 ��#4 Q lo MQC!#1 21'-6" ol 14 Pott Pouf Poaf 19' /it Po-,")t/010 3030 � 3092 M.f�adh 7' 4'40" 5/lflnq 1„21,6„ t 33 y�, 3092 Z'-6" Cl_ fF ON d' I ti I l3cd#Z GL. I — I I p O 14-l='11 I I O L it I I I I I J 6,_11„ Z�UP ti 3042 2 3042 30422 lo'-la' 10'-10" - 3042 91-„ t 51_-,r _ �,�„ 100 — 24,-5„ Znd Floor PiopoSed 5cc/c: �,0„ „O,! : „9!/4;;, ,Pasodoi,dioo14 3VHv O Na otzez � ion N91 5/GN l4'-9"hddifion 231J9" 91-G" 0 lO'-IZ" 14ddifion Frarre'in FxWin r N 5fair CV-0d I I Z-ZirB 1 I tti Fx1af1n42:08*/6"or- ------- Flow J61-4 1 I I] III IN 11 1 I OF II II .. 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KIW A �p W41 v c , gFQ�S�EP�C � 1�, 17' �' 29 13 �sa� }�ffic Floor Ffaml r4 1 3' �' -r /iG" foil K , pF51GN ING• Struc►ura�o 0il . 3 1-0 an MA ycdc. �► f Danvers, Zo' ZZ' 24' ZG' 28' Z' 4' G g� 10' 12' - .y' +``�w � '�6'� .r.tk :.fir aF,Safi i i, �' I �' i i � 1 -- - - - - _ I —————————— I � I I I I I I I I I I -------------� I I I I I I I I Zx12 Risgt t powd — I I II I I I I II I I I I I I I I I � j � j I �► IIII I 2 I I -------------- II -------------- FT I II I I I e I I I I I I I 91 If KIW J. � Z-Zxlo sraucru fr s tUral D dM& Garage Poof Fromitg St o�syly°awn 'Stn&aet Danvers,MA 01923 5cok -5/16n /0 h i ASK- w. r Swa m a Zolfo jai 3 `i ii i i i i i I z <, w _ r_- POOF GON57-PUG770N. 2x101008ci5 a /6" o,c. Min 5-104 Nails12 2x8 Gedinq Joi--.st a 16" o c. a`f 1/2"GV X Plywood 12 Pelt 1Poofin4 Paper /t--,phdt 5h1n41c--, 5 f/ap �efAl� r5cdc Now I I I BOLT UP TOP PLATE I SfPSON H2.5 HMLMM TE INIST STRAP 70 CH AM P-50/nvulation ME OF RAFTER ' �2-5/8" Pre-Guf AA�wAROLM TFE '� W/Propci Vent EtO AND Fra.Au riaLEs SAMM MSTA30 W B-RA ED BEA RAFTS TO�&,r rusT BE WRAPPED AROUlq RAPIER ' P PER MANUFAC UMS SPECFICAIMS WITH PrMo�TOP SUBKAL HOLE FLUB 10 EVERY I I I7M FLOW / ; sEE PLAfJ FOR SUE I 5cc Strap Detail 3-2x10 PdowWall I I I I 5/LL: 1-2x6 U, I j nLCEII-ING JOIST AND ROOF RAFTER CONNECTION SIMPSON STR 12X pt. st SCALE: 3/4' m V-0' wi5iii Seder Anchor Ports a G' O.C. Design&Sm Igbe ; M� ' 12"Pion Gomer- i �SMAN J. S I Danvers,MA 01923 I I Ii w '�� / / I i rOL41142 28 I wr I I 4' Min. +��►� I II Garage Gro55 Sed ion r1----------------------------------------r� LT------------------------- I _________________________________________1___J___----_____________--___—__—_____—_____—_—_ L _J Scale; 1/-f 10 z«sem �'��`� ���� ® ����- J © a © 6# ����( } ( 1����. %r � - � d Ql� «~ { )_ \\� �3& « /2 � �fi \ &�§ ��X % )~���• ���_ /a . y. �� �a ,z� ��»a4! \�� w���+� 5 � 2x12 Fldgc Booed Fidge Vend 1POO>=GON57-IPUC7-ION: 2x1O 1Poiftcr-->a 16" oc. ZC Gol%i Tics o 32" o c. 12 1/2"COX Plywood 9 1=c#1Poofin4 Pam A�phdt 5hln4le-e> 3-Zx�f 5pacerPlate� 1=111 fbco Be/ween 1C after ' Between Bayes, Typ, A J5 Web And Nail With l4"AJ5 20115K s16116c 4-16d Naih 1'91n. Vended Soffit I I WALL CON5TIPUG7-I0N: II " t'ie-Gut I I 2x4 01G" o,c. C92-5/8"9 P-15 lm-5uldlon 1/2"GUX Plywood Bvildiv Paper �f-Zx4 5pacci I I Siding: T13U Platc-->, Typ. II 14"A)J 5 20 M51C'46"oo To be 1Perioved After From I I II II �" 5tiingei of II jffxi--.5tinq Wall- To Bc 2x4 a16"oc. II � I"NI Add BlockJng,Under ani Pont LSTocdfome,Typ. tz o EP�`'�c. LLC mcs I I 5tamtural DMO_&Sales 16Q Sylvan Street Danvers,MA 01923 II 1�ov5e Gross 5cclion L__J 33'-92" 5ca✓c Of„�1,0„ 14 � Ew ,: � . a� . eq `� � . - . -Beam#Aa n n - W A nv�yeu �susne� 2 PCS o#1 314: x:.14 1:9E R9icr®Ilam®Ls�iL _ • - LTJ-6earr�6.25 Serial Number.7005119537 - '- User.2 5/22/2007 2:37:04 PM TI�I Page 1,Engme,Version 6257-1- S PRODUCT MEETS OR—OR -EXCEEDS DESIGt�'.COR9T�OLS;, -- - - y: EOW TIDE APP0'CAA'TIONi4N®_L®ADS L:ISTED s - ❑, ,n Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:17' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upitft/Total 1 Stud wall 3.50" 3.67" 3825/1632/0/5456 A1:Blocking 1 Ply 13/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 3.6T' 3825/1632/0/5456 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 5335 -4396 9310 Passed(47%) Rt end Span 1 under Floor loading Moment(Ft-Lbs) 19563 19563 24258 Passed(81%) MID Span 1 under Floor loading Live Load Defl(in) 0.383 0.489 Passed(U459) MID Span 1 under Floor loading Total Load Dell(in) 0.547 0.733 Passed(0322) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist•(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 7-128 Laura Bates McBrie,LLC Bradbury Residence 160 Sylvan Street 58 Appleton Street Danvers,MA 01923 North Andover,MA 01845 Phone:978-646-0097 Fax :978-646-0087 KDK Design (bates@mcbde.com Copyright O 2006 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. sea JF _ - m#25 �. g 7A !la 2 P,� 0.1 314_ x �4" 1.9.E R�IICi'fDll�l ®L�dL, T.Meam®6.-MarialNumber.7005119537 � - K r•- User:2 5/23/2007 4:0017 PM i THIS PRODUCTMEETS OR EXCEEDS. -THE SET=DE ION CONTROLS _ Page 1..Erigine /ersiori.6.25.71<. ._ - - - -- -FOR'THFAPPEICATION AND LOADS LISTED ` D. ,0 23-6" i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1'4" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 480 185 4-6" Reaction#1 from Beam#2.4 Similar Point(lbs) Floor(1.00) 480 185 166" Reaction#1 from Beam#2.4 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1179/560/0/1739 A3:Rim Board 1 Ply 13/4"x 14"1.9E MicrollamO LVL 2 Stud wall 3.50" 1.50" 1034/504/0/1538 A3:Rim Board 1 Ply 13/4"x 14"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1725 1618 9310 Passed(17%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 9666 9666 24258 Passed(40%) MID Span 1 under Floor loading Live Load Defl(in) 0.440 0.579 Passed(U631) MID Span 1 under Floor loading Total Load Defl(in) 0.650 1.158 Passed(0428) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 17'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: #7-027 Laura Bates McBrie,LLC Groom Residence 160 Sylvan Street 120 Bellevue Road Danvers,MA 01923 SwampscottM MA Phone:978-646-0097 Fax :978-046-0087 (bates@mcbde.com Copyright © 2006 by Trus Joist, a [Veyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Doubl' A T.4" x;16" VERSA=LAMS 2 0:3100-S 4, Floor BeallnlFBO'1 .. BC GALC®9 3.T7esign'_Report=:IJS .span No cantilevers 0%12 slope Tuesday;:,May 29,2007 19:05 - Build 047. 77 n . .File dame.-_ Joame ZBradbur�y Residence -T - _ Description::F80 bury b•N Address: 58 Appleton St. y Specifier: Garage Beam, Below r City,State,Zip: North Andover,MA 01845 `Designer: KK Customer _ -, _ - Company:wKDK Design a = -- - - Code reports: ESR-1040 Misc: See 2nd Floor Framing&Garage Cross Section Ir V 1 20-04-00 _ B0,3-1/2" 61,3-1/2" LL 4649 lbs LL 3891 lbs DL 1709 lbs DL 1457 lbs Total Horizontal Product Length=20-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 20-04-00 30 10 12-00-00 2 Conc. Pt. (Ibs) Left 04-00-00 04-00-00 1220 406 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 27640 ft-lbs 74.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 5552lbs 52.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U286(0.833") 83.8% 1 1 output as evidence of suitability for Live Load Defl. U393(0.607") 91.7% 1 1 particular application.Output here based Max Defl. 0.833" 83.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6358lbs n/a 69.2% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5349 lbs n/a' 58.2% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Cautions ALLJOISTO,BC RIM BOARD-,BCI@, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE GLULAM- SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEM@,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram �{b d a c a • • V a minimum=2" c=6" b minimum = 3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 $ea m#2,1— ® �. N. A rhaeuserBusiness P•-Cs.� ® JI°4 1'f-I 9C i90ictollarn L}� TJ-tieam®6.25 Serial NulPlbet 7005119537 - --. •- ... ®:. ,... � ti - -. � - _ User:2 5/23/2007 1:40:36 PM Pagel-:Engine Version sz5.�1,THIS PR®DIDCT_I�IEETS_OR EXCEEDS THE SET DESIGN COf�TR®LS FOR.rHE APPLICATI®Id ASD LOADS LISTED Ell .a Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:17' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftiTotal 1 Stud wall 3.50" 3.67" 3825/1632/0/5456 Al:Blocking 1 Ply 1 3/4"x 14"1.9E Microllambl LVL 2 Stud wall 3.50" 3.67" 3825/1632/0/5456 Al:Blocking 1 Ply 13/4"x 14"1.9E Microllarn@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 5335 -4396 9310 Passed(47%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 19563 19563 24258 Passed(81%) MID Span 1 under Floor loading Live Load Defl(in) 0 0.383 0.489 Passed(U459)( ) MID Span 1 under Floor loading Total Load Defl(in) 0.547 0.733 Passed(U322) MID Span 1 under Floor loading -Deflection Criteria:MINI MU M(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist.(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 7-127 Laura Bates McBrie,LLC Acquafredda Residence 160 Sylvan Street 153 West Shore Drive Danvers,MA 01923 Marblehead,MA Phone:978-646-0097 Fax :978-646-0087 RMO Associates (bates@mcbrie.com Copyright © 2006 by Trus Joist, a Weyerhaeuser Business Microllam',g) is a registered trademark of Trus Joist. suff4swKIME-VIA-, Singie.14" /4JT"TM`20.ASR r _�orstlJO ~BC CALC®9 3 Desigri:Report-US `1 span(No cantilevers 10/12 slope Tuesday May -22,12007 14:25 Build 047_ - A. 16"OCS Non-Re titive Glued 8�nailer construction 1 File Name BC.CALC Promo ect _ Description01 Address: : - �_ Specifier.- City, State;_Zip: Designer. Customer _. .w..�_W-_ ��-�:,w_w _ .._.,._ •o any:�-,- �..�.� ;. Code reports. ESR-1144 Misc: 23-06-00 B0,2-1/2" 61,2-1/2" LL 470 lbs LL 470 lbs DL 157 lbs DL 157 lbs Total Horizontal Product Length=23-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(pso Left 00-00-00 23-06-00 30 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3591 ft-lbs 67.8% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 616 lbs 53.8% 100% 1 1 -Left be verged by anyone who would rely on Total Load Defl. U482(0.577") 49.7% 1 1 output as evidence of suitability for Live Load Defl. U643(0.433") 74.6% 1 1 particular application.Output here based Max Defl. 0.577" 57.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 19.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 2-1/2" 627 lbs n/a n/a Unspecified or ask questions,please call 131 Wall/Plate 2-1/2"x 2-1/2" 627 lbs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD'TM,BCI®, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified(U480) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 _Sinz�l��k'i °' AJST�" 20 fiSRJolstiSecneli . _ _. _ oor�olsts BC CALCI 9 3;Design Report.-US 1_ pan No cantilevers 0/12 sloe " "1Nednesday, May 23 2007 13:34 Build 047 _ n 16"OCS Non-Repetitive I Glued&nailed construction File Name: -7-128 Boise Beam Runs >, Job•Name - -.�..-.T - Description. Seband Fioor joists 7-7 u_Address: Specifier, City, State,Zip: Designer_ 1 Customer _ - — LL - -- Company,----�-,.�---- Code reports: ESR-1144 Mlsc: 23-06-00 B0,2-1/2" B1,2-1/2" LL 627 lbs LL 627 lbs DL 188 lbs DL 188 lbs Total Horizontal Product Length=23-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 23-06-00 40 12 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4668 ft-lbs 88.1% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 800 lbs 69.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U371 (0.75") 64.7% 1 1 output as evidence of suitability for Live Load Defl. U482(0.577") 99.5% 1 1 particular application.Output here based Max Defl. 0.75" 75.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 19.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 2-1/2"x 2-1/2" 815 lbs n/a n/a Unspecified ( ask questions,please call B1 Wall/Plate 2-1/2"x 2-1/2" 815 lbs n/a n/a Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Notes ALUOISTV,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified(U480)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 .NORTH 0 0 : over No. c, OLo �` dower, Mass., O1, C OCHICHEWICK V ORATED `s U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT....Qwpolw. .................................... ....................... ...... Foundation has permission to erect........................................ buildings on .... ........... ..... . �.. �i .. Rough P. to be occupied as V Chimney provided that the person accepting this xit shall in every respect co orA. -C- tCZ�i6pplication on file in Final ii P P P g P this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough ?*r&0 PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRU ST . S Rough ....... ................ ..... Service BUILDING INS P R Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a. Conspicuous Place on the Premises — Do Not Remove Final y ' 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. Date... .....o.a!7...... _ �4ORT1i TOWN OF NORTH ANDOVER PERMIT FOR WIRING �SSACWUs� This certifies that ."''....... � ���-�.cam+ ?.�.... �r-�^ - L ......... haspermission to perform ........ ...................................................................... wiring in the building of..:....... ! ................................................... .......... .... ....................... .......... ................. ,North Andover,Mass. Fee.�........... Lic.No��.4"8 ...... ............................ .. .. ELECTRICAL INSPE F •R Check # 13,r_ - 7555 Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. Occupancy and Fee Checked t `l�cl BOARD OF FIRE PREVENTION REGULATIONS [Rev.9/051 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accofdance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT 17V INK OR TYPE ALL INFORMATION) Date: 8/7/07 City or Town of. NOTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location{Street&Number) 59 APPLETON ST. Owner or Tenant VALLENTE Telephone No Owner's Address 59 APPLETON ST NORTH ANDOVER Is this permit in conjunction with a building permit? Yes X No ❑ (Check Appropriate Box) Purpose of Building WIRE POOL Utility Authorization No. Existing Service 100 Amps 120/220 Volts Overhead X Undgrd ❑ No.of Meters 1 New Service Amps Volts Overhead ❑ Undgrd No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work 59 APPLETON ST WIRE ABOVE GROUND POOL. Completion of theollowin table may be waived b the Inspector of Wires. No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators K-VA No.of Luminaires Swimming Pool Above X In- ❑ o.of Emergency Lighting Grnd. ❑ Grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o.o Detection and Initiating Devices No.of Ranges No.of Air Cond. 2 Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pum Number Tons KW o.o el ontained w Totals: T - - Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of ea KW No.of No.of Data Wirin Heaters g• Signs Ballasts No:of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desirec4 or as required by the Inspector of Wires. Estimated Value of Electrical Work: 500.00 (When required by municipal policy.) Work to Start:4/12/07 Inspections to be requested in accordance with MEC Rule 10,and upon completion. r INSURANCE COVERAGE: Unless waived 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 v undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE X BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: GUILLHERM E MONTEIRO ELECTRICIAN LIC.NO.: E30608 Licensee:GUILHERMRE MONTEIRO Signature LIC.NO.: E30608 (If applicable,enter "exempt"in the license number line.) Bus.Tel.No.- 978-618-7508 Address: 15 BOLTON ST HUDSON MA 01749 Alt.Tel.No.: 978-618-7508 *Security System Contractor License required for this work;if applicable,enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. 1 am the(check one)❑owner ❑owner's agent. Owner/Agent PERU.-T FFF.! ..% Date..... ......................... 40RTN 0 TOWN OF NORTH ANDOVER 0 PERMIT FOR WIRING HU k4- 5 J� Thiscertifies that ............................................................................................. has permission to perform .......... ...... ....... li wiring in the building of................P ..... .............. 57— at...........................................................................n.. North Andover,Mass. --4 Fee. ................ Lic.No.'Io.71K ...... ELECTRICAL INspEc-r(II Check ,, rg� 7468 Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. 7z ¢I F Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(M C),5 7 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: ?/" 7 City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of h!v or her intention to perform the electrical work described below. Location(Street& Number) � .� Owner or Tenant ✓, it /<Z Telephone No. Owner's Address 38 `4 Sit, Is this permit in conjunction with a building permit? Yes i No ❑ (Check Appropriate VW`/ Box) Purpose of Building 5� � C Utility Authorization No. o?ro 9?'7'�7 Existing Service d OO Amps 120 / �o Volts Overhead g Undgrd❑ No.of Meters New Service `DO Amps 470 /aYO Volts Overhead Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: j�p S� VI cP yp i'�Prno✓e L�,f,S�n� S�cP � �onS�'�c�r�o�, Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil: No.of Total Susp.(Paddle)Fans Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ o.o Emergency Lighting rnd. rnd. Batter Units No.of Receptacle Outlets No. of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiatin Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pum Number Tons KW No.of Self-Contained Totals Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No.o Water KW No. of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or E uivalent 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 Yf"ires. Estimated Value of lectrical Work: Qll (When required by municipal policy.) Work to Start: wMe Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived 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 covera is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND E] OTHER [:] (Specify:) /certify,under the pay s and penalties of perjury,that the information on this application is true and complete. FIRM NAME: A 1-5 Z(-e,4- L :;07C LIC. NO.: Licensee: os�V/e qe/ zfo-lg Signature LIC. NO.: X) _lf (Ifopplicable, e ter "exempt"i the license numberline.) Bus.Tel. No.: . 7c) Address: 8 al 'M46 ,f W. 6.1, -,7 evb I Alt.Tel. No.: /S �? *Per M.G.L c. 147,s. 57-61,security work requires artment of Public Safety"S" License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, 1 hereby waive this requirement. 1 am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE. $ Date. TOWN OF NORTH ANDOVER ° p PERMIT FOR PLUMBING ,SSACMUSE� This certifies that �.� << c.`. { { " . . . . . . . . . . . has permission to perform . . . . . . . . . . . `. . . ch U ic. . . t. . . . . . . . . . . plumbing in the buildings of . <-. . . . . . . . . . . . . . at . . . .S.`!. .f4, �!'t�. . °... . . . . . . . .. North Andover, Mass. Fee. S1. . . . .Lic. No.l Z l . . . . . . . . .. PLUMBING INSPECTOR Check # 7 D r L 7382 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Building Location S 7 />�ePp, .53:' Owners Name Permit# $ W � 7 �� Type of Occupancy �Jh�Le_ _ ��y Amount New Renovation ® Replacement Plans Submitted Yes No FIXTURES SOME r. BAg1VIIC 3y11"IDQt 3MRaR 4IEi KOR 5MHD t 6M ROCR 7M Hf= SIH H,DM (Print or type) Check one: Certificate Installing Company Name 1//,, Corp. Address /�� �'�° //%LLQ�.¢� e. Partner. S' ❑Business Telephone Firm/Co. Name of Licensed Plumber. Insurance Cgy=e: Indicate the type of insurance coverage by c ecking the appropriate box: Liability insurance policy '0 Other type of indemnity 11 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 e Plumbing Code and C apter 142 f the General Laws. By: Ti-p-1W oI Licensees um er Type ofPlumbing License Title A4,4 9 City/Town APROVED(OFFICE USE ONLY i umer nse Master ® Journeyman APPROVED `, ,� 1, �_ \ + ,' �� i x �, .. �, i i _ __ �� ` \ � _ . �h _ � ~;�, .. � . . � �: \ Of NORTH^ti Zoning Bylaw Denial O .... .'.::.:. P M1 Town Of North Andover Building Department 1600 Osgood St. North Andover, MA. 01845 Phone 978-688-9545 Fax 978-688-9542 Street: 58 Appleton Street Ma /Lot: 37.13/20 Zoning District R-1 Applicant: David J.Bradbury Request: 2"d floor&garage addition Date: 5-17-06 Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient X 1 Frontage Insufficient X 2 Lot Area Preexisting X 2 Frontage Complies 3 1 Lot Area Complies 3 Preexisting frontage X 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting X 2 Complies X 4 '"' Special Permit Required 3 Preexisting CBA X 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 1 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient X 4 Insufficient Information 5 Rear Insufficient i Building Coverage 6 Preexisting setback(s) X 1 Coverage exceeds maximum 7 Insufficient Information 2 1 Coverage Complies D Watershed 3 Coverage Preexisting X 1 Not in Watershed 4 Insufficient Information 2 In Watershed X j Sign 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 1 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required 1 More Parking Required 2 Not in district X 2 Parking Complies 3 Insufficient Information 3 Insufficient Information 4 Pre-existing Parkin Remedy for the above is checked below. Special Permits Planning Board Item# Variance Item Site Plan Review Special Permit Cl4 Setback Variance Access other than Frontage Special Permit Parking Variance Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit A11,2&Cl4 Special Permit preexisting nonconforming lot &F11,3 D12 Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies,misleading information,or other subsequent changes to the information submitted by the applicant shall be grounds for this review to. be voided at the discretion of the Building Department.The attached document titled'Plan Review Narrative"shall be attached hereto and incorporated herein by reference. The building department will retain all plans and documentation for the above file.You must file a new building permit application form and begin the permitting process. ✓� l? z) Buil' ing Department Official Signature Applicadon Received Application Denied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the application/ permit for the property indicated on the reverse side: Denial Reasons for Denial Form Item Reference C/4 A Variance from Section 7.3 & Table 2 of the Zoning Bylaw is required from the Zoning Board of Appeals for the proposed right side garage addition. A/1,2 & A Special Permit from Section 9.2 is required for the extension of a pre- F/1,3 existing non-conforming structure on a pre-existing, non-conforming lot from the Zoning Board of Appeals. D/2 A Watershed Special Permit through the Planning Board may be required from Section 4.136 of the Zoning Bylaw for an addition in the Watershed Protection District. Referred To: Fire Health Police Zoning Board Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT f pOR?h 7 O tI•°.°•NO i TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Sg�CMUSE Permit NO: Date Received: Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION ��IPLrTtOA) 7 i 1Z2-277 Print PROPERTY OWNER Z�Iy/d � Print MAP NO.: 37� PARCEL: � �% ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Resid tial Non-Residential O Ikw Building 10ne family Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Repair, replacement ❑Assessory Bldg ❑Commercial ❑ Demolition ❑Moving(relocation) ❑ Other ❑ Others: l ❑Foundation only DESCRIPTION OF WORK TO BE PREFORMED r Identification Please Type or Print Clearly) OWNER: Name: Phone: 7 7lY-W25% S' ature Address: &fF1 s'7_dry 57&)a--rX 4N 6V?J?, W• CONTRACTOR Name: Phone: II Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$10.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost :$ x10.00=FEE:$ Check No.: Receipt No.: TYPE OF SEWARGE DISPOSAL i wmmn SiPools ❑ Tanning/Massage/Body Art ❑ g Public Sewer 7 Well Tobacco Sales ❑ Food Packaging/Sales ❑ ❑ ❑ Permanent Dumpster on Site El Private(septic tank,etc. NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of Contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH F1 ❑ 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 Temp Dumpster on site yes_no_ Fire Department signature/date Building Permit Approved and Issued by: Building Setback(ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided DIMENSION Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq.ft.: NOTES and DATA—(For department use) Doe:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC.Jan.2006 j Of pOR7p 1 3j e•,. ,..... a OG p TOWN OF NORTH ANDOVER �, , ,>•':� APPLICATION FOR PLAN EXAMINATION 1SS�CHUSEt Permit NO: Date Received: Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION 11 )41PKL 77_0�J -3 T 27__ _ Print PROPERTY OWNER X��I✓xa & 2Aa,6 � Print MAP NO.: 373 PARCEL: ZONING DISTRICT: / TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ ' TYPE OF IMPROVEMENT PROPOSED USE Resicitial Non-Residential ❑ w Building ne family [)Addition ❑Two or more family ❑Industrial ❑Alteration No. of units: ❑ Repair, replacement ❑Assessory Bldg ❑Commercial ❑ Demolition ❑ Moving(relocation) ❑ Other ❑ Others: ❑Foundation only DESCRIPTION OF WORK TO BE PREFORMED 5 zcoNv Flear- I �YV PV_ A0,0;7- 7e),1)-Identification Please Type or Print Clearly) OWNER: Name: Phone: S' ature Address: /STUB nT a--1-h gNP,0VP12, CONTRACTOR Name: Phone: Address: Supervisor's Construction License: Exp. Date: p p Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$10.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost :$ x10.00=FEE:$ Check No.: Receipt No.: Date.. -. IC2 �. o..°2.. . NORTH °f s�.10 ,°1111 o� ' TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION + o �9SSACNUSES Un"i P� N This certifies that . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'has permission for gas installatio . .1!�`�. . . . . . . . . . . . . . . . . . . in the buildings of . DA UZ �P4 u�U r c' at . . . . �. . . � .P P!� ., North ndover, Mass. Fee. . . . . Lic. No.�180 S. J;��ort1� M�ItC GASINSPECTOR Check it ( � 4206 MASSACHUSETTS UNIFORM APPLICATON FOR PERMIT TO DO GAS FTWING (Typeor print) NORTH ANDOVER,MASSACHUSETTS Building Locations - z e-7,dA)V Permit# Amount$ d — Owner's Name 0//-gm New E] Renovation Replacement Plans Submitted U1U U OF O a A [r o O w A C7 U a a E• O SUB-BASEM ENT BASEMENT 1ST. FLOOR 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH . FLOOR (print or type) QgEk, one: Certificate Installing Company Name V&,f 11,4 ,4j C-DI/It/ Corp. Address 1 0,kd®lw4, a Partner. GtiiL.rsl cr/� 0,r X/ Business Telephone Y ,gr 7 61/0 irm/Co. Name of Licensed Plumber or Gas Fitter Vel INSURANCE COVERAGE Check one: — I have a current liability Insurance policy or it's substantial equivalent. Yes Noo If you have checked M pleW�9O� rage by checking the appropriate box. Liability insurance policy type of indemnity Bond ❑ 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 i hereby certify that all of the details and information I have submittal(or entered)in above application are true and accurate to the beet of my knowledge and that all plumbing work and installations perfoimed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas C d C ter of the General Laws. Signature ofLicensed Plumber Or Gas Fitter By: Title Plumber to City/Town Gas License Number Eaaster APPROVED(OFFICE USE ONLY) ❑ Journeyman ------------- --------- ----------------------------- i ----------------------------- olSun Pm, Oini 10'-12" Oen ------------------- Ded Kitchen Ded Livi Bath Gar orf 5' 70, 15f �loo� �xi5finc� Scale; 3/16" - 1'O" Ford Kilcben fo be modifics Pantry v Q 0 0 U r? G: GL. 51udy 6ai e l5f Floor Pro posed Scale; 3/16" - 1'o" Dafh f0,_l�„ Ded#g =o GL, C� FtD MaSfer#I LaundryG r, l7,Dafh I C� G: 2�, Siffinq 2 G_ ON ,a 2 GL. I I— I I I I � � up 5/oragc I I Sloiagc I I 't— 60/-2// 2nd I'loor Proposed Scale; 5116" - 1'O" PLAN OF LAND IN LOCUS.NO SCALE NORTH ANDOVER, MASS. OWNED BY DO,-$I. DAVID BRADBURY a P LOCUS X SCALE. I"=30' DATE 412512006 0 0 9qq 0' 30' 60' 90' pN o /PP .A Scott L. Giles R.P.L.S. Frank. S. Giles R.P.L.S. 50 Deer Meadow Road North Andover, Mass. THE ZONING DIST. IS R1. RC;eLST 87,120 S.F. AREA B, P A L 3� EA Y R 175 FRONTAGE MAP AM�� 30'SETBACKS ALL AROUND. NUT F 100.0 MAP 37 B, PARCEL 18 MO1'NIHAN FAMILY TRUST MAP 37 8, PARCEL 20 21,715 S.F. z T Z m N G) D � z Cin 299 MAP 37 B, PARCEL 19 CAHALANE m EXIST. HSE. 12' FND. 12' 0 GqR. 0 #58 I PROP1 GAR.N 39' 1 91 - 24' 125.0' APPLETON STREET THIS IS TO CERTIFY THAT I HAVE CONFORMED WITH THE RULES AND REGULATIONS OF THE THE PROPERTY LINES SHOWN ARE THE REGISTERS OF DEEDS IN PREPARING THIS PLAN NORTH ANDO VER LINES DIVIDING EXISTING OWNERSHIPS,AND THE LINES OF STREETS AND BOARD OF APPEALS ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED,AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN. ��Ea�tH Of Z� 9� L S H . 13972 �CISTERE� AL 10 DATE OF FILING: LA DATE OF HEARING: DATE OFAPPROVAL: l RTFf BUILDING PERMIT c� NO `tt�a0 TOWN OF NORTH ANDOVER 3 - - APPLICATION FOR PLAN EXAMINATION y - N T ^ • Permit NO: Date Received 7 ,'rea 1, cMuss�c Date Issued: �2' v IMPORTANT: Applicant must complete all items on this page r. 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 14111 M: i- 1111 r DESCRIPTION OF WORK TO BE PREFORMED: �60 ,e Ga N-4 /i (90A C Identification Please Type or Print Clearly) �` OWNER: Name: Reh, L Phone: J �J Address: �f e ndrh,-, NN M < - ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $�� _FEE: $--I' 2 Check No.: V3� Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Location 5� �.DI? n S ► C No. 0 l� Date �aRTh TOWN OF NORTH ANDOVER 3 ° CL P • ; ; Certificate of Occupancy $ Building/Frame Permit Fee $ J "-- sACMust Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 3�- 20326 Building Inspector