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Miscellaneous - 427 SUMMER STREET 4/30/2018
427 SUMMER STREET �I 210/107.A-0082-0000.0 RLDBNG HLE fr�� .Sf/01twe r- Location No. 7 Date �aRTM TOWN OF NORTH ANDOVER 41 a ;3 �. Certificate of Occupancy $ �s��cMUSEt Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee Q $ 3 U } TOTAL $ 3 v Check # r o 6 i 17890 _ Building Inspector �!VV00® STOVE INSTALLAVION CHECKLIST u/j Y►1 lil e r S / _ Permit /kQ r �4 v o-�— A building permit is required for the installation of anv solid fuel burning appliance. The building permit and installation inspection are limited to the stave installation and not to the stove construction. :.) Stove .1' A. New ;u /,dal Used r- 13. Type/radiant Circulating C. Manufacturer Lab.No. 1) L l q &D, TM e 109 Name/Model No. Collar size OlmensionslHeight Length Width Chimney A. New Existing B. Size(flue area) C. Other appliances attached to flue(Number and flue size) 0. Prefab(Manufacturer—name and type) E. Masonry/Lined F!ue liner Unlined 'IYp•a manuiactur*rr F. Height(refer to diagrams) cap aVEZ Icr '.r I l2't htltt. T ' Z `.11'�• I 2 Vtll� 3'MIK � v1 .2 t "kiN. n HEARTH i r CHIMNEY HEIGHT Hearth(non-combustible) A. Materials G. Sub-floor construction C. Minimum dimensions(refer to diagram) Clearances and Wall Protection(see stove installat:cn c!e_rances chart) A. Type of wall protection provided B. Clearances(refer to diagrams) u I r i FIREPLACE ""`� 6CRNER WALLCENTER. y NORTH Town of over 0 A2 , ��' No. yp 9 0"LAKE 0 dover, Mass., 2 h W COCHICHEWICK A. 0C RATED PPG Bl� D OF HEALTH Food/KjtcneN,,... PERMIT T D Septic System THIS CERTIFIES THAT....Al Yt 0 1C 41 PW/W BUILDING INSPECTOR, ..... .. ...................................................... Foundation has permission to ajwj'j - S &0 44 ift 4# &*a %oA� R. ....... ...... buildinji :;on :............................................................................................. ugh to be occupied as.......................................................�O� W., Chimney i . .....................................................................................................:" provided that the person accepting pe shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings In the Town of North Andover. ING INSPECTOR PECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS L CAL INSPECTOR UNLESS CONSTRUCTU*11N.. Te.&S FA;� Rough ................ ...... ..... ........... .......... . ................................... Service 4 BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building N INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Ro No Lathing or Dry Wall To Be Done Finalugh k-7 Until Inspected and Approved by the BuiF1 DEPARTMENT lding Inspector. "I Burner Street No. SEE REVERSE SIDE Smoke Det. Date...., ..................... .. Y �s f NORTI�1 TOWN OF NORTH ANDOVER PERMIT FOR WIRING 1 SSACMUS� �r�M�P �n /�-s Sep r Coe �- K Thiscertifies that ....................... .................... .. ........................................... .: ,p t } has permission to perform ... . .::.....� .... . ............. ..... ......... .. ...... wiring in the building of..............................................s�e N fid rS at.......9 .(......- .. .`......... .......'.r..................... .North Andover,Mass. Fee...... Lic.No. � C44 50- 67 ELECTRICAL INSPECTOR Check # ! i 4 C4 r 50- 67 Official Use Only f Permit No. aeeat oa�ua<!le Saateui t Occupancy&Fee CheckedL/5 ul/. f'g BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 — APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with' Mas'-L;husetts Electrical Code 527 CMR 12:00 a (Please Print in ink or type all information) i Date I Z To the Inspector of Wires: Town of North Andover q A The undersigned applies for a permit to perform the electrical work described.� ow. Location(Street&Number q� kiy e— S, Owner or Tenant ¢� v +, /, O Owner's Address Is this permit in conjunction with a building permit Yes ❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps Voits Overhead ❑ Undgrnd ❑ No.of Meters New Service Amps Voits Overhead ❑ Undgmd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work i Total No.of Lighting Outlets No.of Hot fuse No.of Transformers KVA Above ❑ In ❑ No.of Lighting Fixtures Swimming Pool grnd ❑ grnd ❑ Generators KVA No.of Emergency Lighting No.of Receptacles Outlets No.of Oil Burners Battery Units No.of Switch Outlets No of Gas Burners FIRE ALARMS No.of Zone Total No.of Detection and No.of Ranges No of Air Cond Tons Initiating Devices Heat Total Total No.of Di osal No. Pumps Tons KW No.of Sounding Devices No./of Self Contained No.of Dishwashers Space/Area Heating KW Detection/Sounding Devices -- ❑ Municipal ❑ Other No.of Dryers Heating Devices KW Local Connection No.of No.of Low Voltage No.of Water Heaters KW Signs Bailases Wiring a` No.Hydro Massage Tuds No.of Motors Total HP OTHER: c. `\ V K I i tie &JGt,,- \ Vo L--1 Cl Gut 01ar"/\ t DU\ ci,owt-�. INSURANCE COVERAGE. Pursuant to the requiremen6ts ofAilassachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent YES= NO = have submitted valid proof of same to the Office YES= NO =_tf u have checked YES please indicate the type of coverage by checking the appropriate box INSURANCE'-= BOND = OTHER =. (Please Specify) 4 S L'Vcw--tom (Expiration Date) Estimated Value of Electrical Work$ 15 cD, Oa Work to Start Inspection Date Resquested Rough Final Signed under the Pe rx /-v S,ie f p�ry: (� // FIRM NAME // 41e S*����'� / ` LIC.NO. Lkensee J O hA L. J v�/l/p�c��CXL'�`- signatureof +£'r a LIC.NO. E- 91-573 Bus.Tel No. �� D;"O C an�QO /Z/� Dv�/ {�(//�it,�irtCr7D11 ,MCL Alt Tel.No. 978- 5-7- T6S Address OWNER'S INSURANCE WAIVER: I am aware that the LicenseOoes nit have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws.And that mysignature on this permit application waives this requirement. Owner Agent (Please Check one) p\�/ Telephone No. PERMITfEE $ v (Signature of Owner or Agent) NORTH °`t�``°:•�"� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING s: CHU s 5 This certifies that °y has permission to perform . ... .............. .y . K wiring in the building of.... .. ...... . ............................................ at..........'x'.4.7.. .................... .North Andover,Mass. Fe r. ... Lic.No.;� .�� ........ . - ....... j ELECTRICAL INSPECTOR Check # 3 5443 TBE C0MM0NWF9LTH0FMASS4CHUSE77S Office Use only DEPARTAIEWOFPUBLICS&M Permit No. BOARD OF FmE PREVE vHoN R B U UL AuoNs R7 CMR 12.w Occupancy&Fees Checked _ APPLICATTONFOR PERMIT TO ERFORMELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the elec 'cal ork described below. Location(Street&Number) U yj z fL S1' Owner or Tenant `y Owner's Address h 1'►'1-t Is this permit in conjunction with a building permit: Yes[/yNo a (Check Appropriate Box) Purpose of Buildingh�T,, �!�')") .� Utility Authorization No._ �S l - 't /-�rpt� s Existing Service / /I= Amps �Volts Overhead —Underground No.of Meters New Service Amps / Volts Overhead Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA round ground El No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets _ No.of Gas Burners Nus of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones _ Tons 1 .of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal r--J Othe_ Connections No.of Water Heaters KW No.of No.of Signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER• hmtruneCo�age.PwsuarYtothetegtritar�aYsofMas�dvseasGalaalLaws IhaveaamelttLialx7rtylrntuancePblicyinch&gComplt CowtageaitssubsUtalegttivAnt YES NO IhavesibmktedvabdptoofofswztD he0ffim YES lfywhavedrdaDdYES,plea9eit the type ofcovajr by cttedkitgthe box ) INSURANCE BOND r7 OT[-I1R ?case**)*) '/Q ExpiralionDale Estirrlabd Vahle of 1!cftxal Wcdc$ WolkloSta(t kNpeWonI)&Reque d Rough Final Signed urlderTie Fr1al of FIRMNAIVIE IicerseNo. I�G Lkw= ( t 1 t Signature LMWNo Bt>SalessTel.No. 2 / 2 2 2 addrmY 41) Z 1 G`� S J' !/J7�11.��,��, Z/ ll $` Alt Tel No. ?R 1^ ;�91-t— 9 73 ? OWNER'SINSURANCEWAIVER;IamawatedxttheLioe<Isedoesnotim6ei Nutanceooveragzoritsst>bsuvalerlttivaletast gmWbyMassadmemGenetalla,xs and that mysignatueonthispetn tapplicationwaivesthismgmeniern (Please check one) Owner Agent Telephone No. PERMIT FEE$ Signature of owner or Agent ��� � �f ��+�' 7 �9 q � � 7R Location 1� �j` i�A zz No. Date TOWN OF NORTH ANDOVER # Certificate of Occupancy $ _ s swcNus E< Building/Frame Permit Fee $ XMI /Vt Foundation Permit Fee $ Other. Permit Fee $ / �• �� �, TOTAL r Check # �d 17778 Building Inspector E. TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUE DING PERMIT NUMBER: C/ cla DATE ISSUED. W l D SIGNATURE: Building Commissioner%I(is for of Buildings Date Z SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 421 NA i / , ^ Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: D- 7- gj��ICA^A let k 50Soo 1SIo.3S Zoning District Proposed Use Lot Ar s Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Regaired *54) Required Provided Re 'red Provided 17 1.7 Water Supply M.G.L.C.40. 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System D SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record �PAJ i✓� CQ✓O� �O Ur��.t/o�✓1 a Z�) �a��wt+.v�ty- `�+�- Mo. /'M clwc� AAA 1 Name(Print) Address for Service: i `x-14 -MA-- Signature Telephone v 2.2 Ow er of Record: Name Print Address for Service: 'Signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ 4 e Licensed Construction Supervisor: V�� AD,� ( D License Number A dress l �"T"c �46p Expiration D a 10 ignature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ 1 Company Name 615(� c b —t, c ' U f A &>(801"-- (Q�l` Registration Number �" Ad rzs�s �'C �/�j /a o �• pp 2-1 tt 16g z Expi tion ate Signature Tele hone SECTION 4-WORI{ERS COMPENSATION(KG.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes......)6 No.......0 SECTION 5 Description of PrAposed Workcheck all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work:. � t SG✓'cG„ ?ca1_c1-L 14 X l b • i f SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant s,, 1. Building (a) Building Permit Fee 19 • Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing -Building Permit fee(a)X (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 OQ O. Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, •►(A as Owner/^ d^-zed ^ ~t of subject property Herebv authorize �� bra AA G, to act on t My behalf,in all matters relative to work authorized by this builduig permit application. t Signature of Owner Da e SECTION 7b OWNE AUpTHO ZED AGENT DECLARATION ,as Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief` 1�Gt w� G — ►'�-e v��l Print ame Signature of Qmwmr4ent Date ` NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR T12VIBERS 1 s 2 3RD SPAN DINIENSIONS OF SILLS DIMENSIONS OF POSTS DUvIENSIONS OF GIRDERS _ HEIGHT OF FOUNDATION THICKNESS t SIZE OF FOOTING X MATERIAL OF CHDANEY IS BUILDING ON SOLID OR FILLED LAND , IS BUU-DING CONNECTED TO NATURAL GAS LINE FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT Ancdwev- F-e-t^O.ta�nOyl Go ms vtc,PHONE 9 x13.1 ?P'or LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT (S) STREET-41-1 1-1 Sv✓yt�e✓ S�. ST. NUMBER-A """""OFFICIAL USE ONLY************* f ** O ATIftRF TO A NTS: COKMERVATION ADMINISTRATOR DATE APPROVED ' DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED 016 I PECT R-HEALTH DATE APPROVED Z� DATE REJECTED COMMENTS 7 S o t PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm N.. w The Commonwealth of Massachusetts d Department of Industrial Accidents Office of Investigations Boston, Mass. 02911 ' •' Workers'Compensation Insurance Affidavit Name Please Print Name: /rno�P� orct �. Bio 1���S r: . / �C (y� �"S�^✓ov`�t Location: 41-1 Sty Vt e_, Ci /J A O Phone # I am a homeowner perfoitning all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: �4&yw- 9�c�'hc?�, b l v T 14Vt5 )vt C- Address 1 vlvt City: Phone Insurance Co. Policv# Company name: Address City: Phone# Insurance Co. Policv# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to$1,500.00 andfor one years'imprisonment_as.well _civil..penaltiesin.thefamd a.STOP WORKORDER..and_a.fine of.(.$100.00)-ajday against.rne. I understand that a copy of this ststemen ay be forwarded to the Office of Investigations of the DIA for coverage verifica ion. Ido hereby certify der the pains an pe !ties of perjury that the information provided above is true and correct. Signature L Date d o Print namePhone# -Z�I x'7'3? Official use only do not write in this area to be completed by city or town official' City or Town PermiVIUcensing ❑ Building Dept []Check if immediate response is required 0 Licensing Board ❑ Selectman's Office Contact person: Phone#: ❑ Health Department ❑ Other f� I h Andover dover Bullding Department Tel: 978-688-9545 it DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: (Location of Facility) c - Signature of Permit Applica r o Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector I i f 0" . of _ Andover No.a 6 _ i.Lw All - �` zLA dover, Mass. A_ COCHIC MEWICK 7q ADRATED PPa\ �C7 S BOARD OF HEALTH PERMIT T Food/Kitchen Septic System BUILDING INSPECTOR v Av l.¢ THIS CERTIFIES THAT.... ............... f� � ✓t/� .......................... .0...... ............................................................... Foundation has permission to erect...... ........... buildin s on �� v �l.M g�'`...... Rough to be occupied as......... $rp ". ..................P................................... .....5... 4 C ........ chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Find this office, and to the provisions of the Codes and Ry-Laws relating t the Inspection, Alteration and Construction of Buildings in the Town of North Andover. /0 74 S aX PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. , � � Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTIO Sksi ELECTRICAL INSPECTOR Rough ..... ......... Service .. .. ... . .. .............................................UILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough u al No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Location r; No. a a- Date v,v Cr F NORTH TOWN OF NORTH ANDOVER 9 ` Certificate of Occupancy $ 14 J'•• t<� Building/Frame Permit Fee $ AGMUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �3 i Check # 34`f -� Building Inspector TOWN,O NORTTVANDGVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER. DATE ISSUED: M SIGNATURE: Building Commissioner/I for of Buildings Date SECTION 1-SITE INFORMATION 1.11. Property Address: 1.2 Assessors Map and Parcel Number:' r 1 o. � t _ ,ems O ^,.S 11.• " Map Number ' L-; ,'Parcel Number` 3 Zoning Information: Nl 1.4 Property Dimensions: 2 !�2%vaS(e t LSb.3S' Zoning District Proposed Use Lot Area U) Fronta e ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Re red Provided 0 50 3o oso 1 350 t 1.7 Water Supply M.G.I-C.40. 54) 1.5. Flood Zone Information: 1.8 Sedverage Disposal System: Public X Private ❑ Zone Outside Flood Zone l Municipal ❑ On Site Disposal System SECTION 2-PROPERTY OWNERSIUP/AUTHORIZED AGENT M 2.1 Owner of Record - 1Ce�i Gci�ole Lov�1�✓oth ^,*Aer S�. No. �v►c�0•re.✓, i A Name(Print) �— Address for Service: . ✓ / 91S-114n-1S05- Signature' Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ 1 Licensed Construction Supervisor: +_ - Q 7q �GpJ MA d ie)i d License Number dress .11 — 010 - a4 Expiration:Date Signature Telephones,, 3.2 Registered Home Improvement Contractor Not ApOlibable ' Company Name Q2©� �1 Registration Number MA o tgpO rom A dress 0. ro �V Expiration Date S nature els hone Y SECTION 4-WORKERS COMPENSATION(XG.L, C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buildin rmit. Si ned affidavit Attach . ed Yes.... .) No.......0 SECTION 5 Descri tion of Proposed Work check au applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: t�otil�ty vr�- �c 14' 0 64 '* o,,...TOE�•�6,w ca,. �► ` , SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(I3ollar)'to be ' �� (}I+�+CILUSE on 3 f ot�F�'' Completed by Rerrmt a lieant 1. Building'�.pp (a) Building Permit Fee Multi lier 2 Electrical �S�I�.p,o (b) Estimated Total Cost of fJ Construction , [[ 3 Plumbing O'Op.9 Building Permit fee•tel X(b) 4 Mechanical(HVAC) 1730 f 5 Fire Protection ' 6 Total 1+2+3+4+5 �� Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUII.DING PERMIT I, �PiV k,04 LDy stn V~ as Own er/Pn hopiEed.^.b of subject property Hereby authorize W 1 r 11 t yM C• VA6 v1 v1`(' to act o_i My be al ,m a m tters relative to work authorized by this building permit application. �-t4-o4 Si na ire of Owner Date SECTION 7h OWNER/AUTHORIZED AGENT DECLARATION I,_ 1��,QVIA G• rP�w��U as 9w iff/Authorized Agent of subject property {J Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print N me Si ature of�er4A ent r Date NO. OF STORIES SIZE BASEMENT OR SLAB GYCtvJ1 c G SIZE OF FLOOR TEM BERS I" I D 2 2_4 1 O 3RD SPAN W -60 DR,4ENSIONS - DINIENSIONS OF SILLS -k 'y�c DIMENSIONS OF POSTS DE\,ENSIONS OF GIRDERS HEIGHT OF FOUNDATION A• -Ow THICKNESS 1 O SIZE OF FOOTING 'j, X MATERIAL OF ClagLY, -- F IS BUILDING ON OLID R FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE I FORM U LOT RELEASE FORM ' INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT R5;?W% nY PHONE �?$t 944-9-749 LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT(S) STREET Sveome w st-� ST. NUMBER 42VI *****************************************OFFICIAL USE ONLY**** ****************************** �_ VENDATIONS 4F TOWN AGENTS: CONSERVATION ADMINIPWATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS F DINSP TOR-HEALTH DATE APPROVED DATE REJECTED PT I TOR-H TH DATE APPROVED ��- DATE REJECTED o COMMENTS PUBLIC WORKS- SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 im r 09/16/2004 14:50 7819321174 ANDOVER RENOVATION PAGE 01 y 1 I �' 1 0 "'►° f• ,):' d r•�al-. .,�••►y'x!r•' j; (• ��;.;.•. ,. , ' irs '(ir•�RY:-.�'r v -,�j y���•+� .:i�•� "•14^a; 1 �•�• tlY,ki�,:j'�t..:''���7i..:�yn�:>.i.:ifiI.�ri„ ..(id'.• a'G. r ?.k,.'7`► r''::•,::a:...�f�`'- ti �' t1� i � i.�.:?w5•'i' ',Sw � .y�,y;•.;rr>' .. _ �. ra�v:L;�;�,.0�� `Sri` .1• I - •r c4. 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Aa,�erJa✓Z. ` ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J (effective 3/1/98) Applicant Name: Mcw t '1 mil Site Address: '1 EwV%vv'Ot/�')"• Applicant Address: _lid (,Q,V% QA-_ city/Town: No. AreAWdv-- A4 le� , e,� ,.Ap Use Group: H •1 IV Date of Application: �o 0 4 Applicant Phone: —791 ':361 ('BD,�r Applicant Signature:_ Compliance Path(check one): Prescriptive Package (Limited to 1- or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1 b): Heating Degree Days(HDD&3) from Table J5.2.l a: (For items d. through i.;fill in all values that apply from Table15.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing% (loo x b+a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE C] Component Performance: "Manual Trade-Oft" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 . E Zone 13 Zone 14 Attach Trade-Off Worksheet from Appendix J, (and HVAC Trade-Off Worksheet, if applicable] MAScheck Software Attach Compliance Report and Inspection Checklist printouts. Systems Analysis : OR Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY:Aq a. Gross Wall +Ceiling Area s¢to sq.ft. b. Glazing Area! /#0 sq.ft. c. Glazing % (100 x b=a) ?• c. u to 40"%ma• use 780`CMR Table J1.1.23.1 below: �] ADDITION with Glazing / ( ) p y T ' MAXIMUM U-value MINIMUM Ft-Values Fenestration Ceiling Wall Floor Basement Wall Slab Perimeter,Depth 0.39 R-37 R_13 R-19 R-10 R-10,O ft "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved Denied E] Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed'on back side) • The Commonwealth of Massachusetts - �_I ._ Department of Industrial Accidents =i ? Offfce nffayestigafioffs ton Street� GOO 144ashilt. s Boston, Mass. 02111 Workers' Com cnsation Insurance Affidas-it E. name- ���J 1 Vl �.i�v-�V+✓a�.� location- 7i1 ! tL lVV10✓ �T• cin phone# ❑ I am a homeowner performing all work myself. ❑ lama sole proprietor and have no one working in any capacity INUMMEME/1, %%%/%----- I am an emploN,cr providing workers' compensation for my employees working on this job. G . compnn�•name• R address 4 0 w(A to �. _ . . t SOS city: {/�a �✓tit lei t gp Phone . insurance co: t �/✓ %J apt olicv / t ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have -_....... the following workers'compensation polices: ::.................. . .........:... . . comDany name .... _ ..:... -.. . . ....:: ....... . '•> gad r . ..... ............. ...... v...................n............-........... .....:._•.....r...n..r........ ............... n-.r.,..v::!i::•.:.::t^.:...r.. r v�v::...:::::•:-::.....- G•! "•j-Af-r.:�' vy_:itii ................ .......................n....... f r,�::::......,.:•...... ...... ... ::l:v..::-.�:::i.}.::...:.�.... ....,-::.:::.vi:::i:.i::-:X+fi•:J• Yy :�v:;�-:.,"'. ................:.. ...... .... .. ...... ....... ..... ........... -. ....... _.. ...................... :.:i.::i C.�::: •.:v::::::'. ...: -:;i::...:. .:'.:::.;.ji:i:•ii:�'-:y:::v:•:?iii ' tniurance.co. .. ,;. ..�. . -.. olicv# .. : �>: %G ::: eotnpanv name. address: _ brine#. . :it•:: :•.:.:.••.;'::.:is .::.....:; IIf Al N Fallare to secure coveta�e as regttired under Section 25A oCMGL 152 can lead to the imposition otcriminal patalties of a IIne up to 51,500.00 and/or one years'imprisonment as well as dull penaitin in the form oC a SLOP WORK ORDER and a fine oC 1100.08 a day against me I mtderstand that a copy of this statement may be Co ed to the O1Hce oCInvestigations of the DIA for coverage veritiestion. .Ido hereby ce ify under the p � s d penalties ojperjun'that the information provided above is true and torted Signature L Date 6 /Oaf Print name ( y Phone s otTldal use Drab do not write in this area to be completed by city or town offidal - e 3:2 city or town: perntitRicense ❑Building Department ty ❑Licensing Board h checL'if intniediatt response u required Selectmen's Otnce ; =g ❑licalthDepamnent >2 contact per5un: Phone;'; ❑Other ! BOARD OF BUILDING/REGULATIONS License: CONSTRUCTION SUPERVISOR Number. CS 079181 Birthdate: 11/06/1953 �• Expires: 11/06/2004 Tr.no: 79181 I Restricted To: WILLIAM C PENNY ICOPLEY DRIVE ( � ANDOVER, MA 01810 Administrator I �/ze �aninw�uuealf,� o�../�aaoa�;caett Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR t Registration: 128016 Expiration: 2/11/2005 Type: Private Corporation } ANDOVER RENOVATION SOLUTIONS,INC WILLIAM PENNY 110 WINN ST � � s WOBURN,MA 01801 Administrator y v '- r, Building Department � y�:10_ ' Y4 0 27 Charles Street o 4 ` North Andover, Massachusetts 01845 � Z �" (978) 688-9545 - Fax. (978) 688-9542 0AA'rL 0 �SS'gG�-IVS��-i DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 s 54, and.a condition of Building permit-# the debris resulting from the work shall.be disposed of in a properly licensed solid waste disposal facility as defined byll%IGL ell, sI50a The debris-will be disposed of in/at: Facility location Signature of Applicant 24464 Dae NOTE: A demolition permit from the Town of.North Andover must be obtained for this project through the Office of the Building Inspector. I V�A 1 07 r07 Andover Renovation Solutions, Inc. 110 Winn Street, Woburn,Massachusetts 01801 781.937.8805 FAX 781.932-1174 RENOVATION SOLUTIONS Purchase Agreement Name: Kevin and Carole Loughran Address: 427 Summer Street, North Andover, MA 01845 Phone: 978 794-3505 Mailing Address: Same Work Description: 1 . We will furnish and install in a workmanlike manner the remodeling project according to the conceptual plans, scope of work, and terms and conditions attached and dated July 14, 2004 . 2 . Subject to Addendum "A" made part of this agreement. 3 . Includes reduction in the price listed below in the amount of $895 . 00 for the original design fee . 4 . The final price listed below will change based on the final scope of work determined at the pre-construction meeting and will be adjusted by change order outlining additions and deletions . Cash Price: $88, 410 . 66 This agreement supersedes all conversations, statements, and agreements expressed or implied between the parties, their agents and representatives. Payments are to be made as work progresses according to the Payment Schedule attached and made part of this agreement. Homeowner: Do not sign this agreement if there are any blank spaces. --- ---- -- -- ----------------------------------- --- '-----=------------------------------ Own Date ---- ------- ------ ------- ------------------------------- ---7==�Y=G y----------------------------------- Own r Date -------------=- ----- --�- ------ ------- ------------ ----- ------ =°y------------------------------------- William C. Penny, President Date Andover Renovation Solutions, Inc. HIC# 128016 ADDENDUM "A" To Purchase Agreement- Loughran Dated July 14, 2004 .................................................................................................................................................................................. 1. Financing Contingency In order to assist or help finance the work set forth in the work specifications of this purchase agreement, you shall apply for a conventional bank or other institutional loan of$ payable in no less than 30 years at prevailing market rates. If despite your diligent and good faith efforts a commitment for such loan cannot be obtained on or before August 14, 2004, you may terminate this agreement by written notice to Andover Renovation Solutions, Inc., said written notice shall contain written evidence to us, as to your inability to obtain financing, whereupon any and all obligations of the parties hereto shall cease and this agreement shall be null and void without recourse to the parties hereto. In no event will you be deemed to have used diligent efforts to obtain such commitment unless you submit a completed loan application conforming to the foregoing position on or before August 14, 2004, to a conventional bank or other financial institution which is presently in the business and practice of making residential mortgage loans. Should you fail to notify Andover Renovation Solutions, Inc. in writing on or before August 14, 2004, TIME BEING OF THE ESSENCE of your inability to obtain such financing with written evidence acceptable to us, then it shall be conclusively presumed that you have obtained satisfactory financing and this contingency shall lapse, and you shall be bound to perform your obligations under this agreement. In the event financing is not obtained by client as outlined above, any monies received will be returned within 30 days less any out of pocket expenses incurred by Andover Renovation Solutions, Inc. 2. References Contingency You hereby acknowledge receipt of a list of references from the Andover Renovation Solutions, Inc. You may on or before July 28, 2004, check the references furnished by us. You shall have the option of withdrawing from this agreement by written notice to Andover Renovation Solutions, Inc. on or before July 28, 2004, TIME BEING OF THE ESSENCE. Should you fail to notify us in writing on or before July 28, 2004, your wish or desire to withdraw from this agreement then it shall be conclusively presumed that you have checked the references provided by us and are satisfied with our references and qualifications and this contingency will lapse, and you shall be bound to perform your obligations under this agreement. Scope of Work July 14, 2004 Loughran Pagel of 3 1. Install (4) Andersen TW2652 double hung windows in existing living room and dining room. Install new 2-1/2" colonial casing and patch exterior siding and interior plaster as necessary. 2. Install(2)Andersen TW2642 double hung windows in existing second floor bedrooms on gable end. Install new interior 2-1/2"colonial casing and exterior casing. 3. Repair rotted exterior trim boards as necessary. 4. Install(5)pair vinyl shutters. 5. Construct new walk-in bay window in dining room with(2) Andersen TW1852 and (2) Andersen TW21052 double hung windows including cantilever framing, pre-finished red oak hardwood flooring to match existing, plaster patching, 2-1/2" colonial casing and patching of exterior cedar shingle siding as per plan. Install asphalt roof as per plan. 6. Remove door and window at front of family room and install new Therma-Tru S92 2868 Smooth Star fiberglass door unit with Schlage Plymouth polished brass lockset and deadbolt. Install (2) Andersen TW26410 double hung windows on each side of new door as per plan. Install new 2-1/2" colonial casing and patch exterior siding and interior plaster as necessary. 7. Construct closet into existing garage as per revised plan and remove existing garage door, including framing, R-13 fiberglass insulation, blueboard and plaster, shelf and clothes pole and (1) Windsor pre-primed raised panel bi-fold door. Install new Therma-Tru P210 fire-rated exterior door to garage from new porch. Re-construct landing and stairs to garage out of pressure-treated stock as per revised plan. 8. Remove hearth and wood stove in family room and plaster patch wall. 9. Construct 8'-0" x 15'-0" two story addition to rear of family room as per plan including removal of existing deck, excavation, crawl space style foundation, 2x10 floor joists, 2x6 exterior wall framing, '/z" CDX plywood wall and roof sheathing, 2x10 roof rafters/ceiling joists, cedar shingle siding with Tyvek below, #2 pine exterior trim boards, GAF 25 year asphalt fiberglass roofing with Grace Ice and Water Shield below, R-19 fiberglass exterior wall insulation, R-30 fiberglass ceiling and floor insulation, bludboard with skim-coat plaster, (2) Andersen TW2052 double hung windows, (3) Andersen TW2842 double hung windows, (1) FWG 6068 Frenchwood gliding door, and all interior and exterior finish Items listed above have been priced into the project.Only items described above or in subsequent changes orders are included in the project. Scope of Work July 14, 2004 Loughran Page 2 of 3 carpentry. 10. Construct 14'-0"x 16'-0"screen porch as per plan including, (3) sonotube footings with spread base, 2x8 pressure-treated deck frame and (2) operable doors, lx4 mahogany decking with stainless steel nails, (13)Brosco No. 11 screen door panels, with cathedral style plastered ceiling with 2x8 roof rafters, 1/2" CDX plywood roof sheathing, GAF 25 year asphalt fiberglass roofing with Grace Ice and Water Shield below, cedar shingle siding, #2 pine soffit and fascia boards, #2 pine exterior trim, T-111 smooth paneling on interior wall of screen porch, and all interior and exterior finish carpentry. 11. Install Dal-Tile 12x12 ceramic tile on floor of new and existing family room. 12. Remove front ceiling of family room and create balcony as per plan with LVL structural header, plaster patching of ceiling and walls, railing and balusters to match existing at stairs, and all finish carpentry. 13. Replace front garage windows with (3) Andersen 200 series 244DH2846 windows. 14. All windows supplied with removable grilles and full insect screens. 15. Install (1) Therma-Tru S108 15-lite french exterior door to new porch with Schlage Plymouth polished brass lockset and deadbolt. 16. Expand upstairs bedroom as per plan and construct new closet with shelf and clothes pole, (3) Windsor raised panel pre-primed doors with Schlage Plymouth passage sets, and install pre-finished oak hardwood flooring. 17. Relocate FHW baseboard heating as required for new and remodeled rooms. 18. Install electrical to include relocation of all wiring in disturbed walls and installation of (12) recessed lights, (3) client supplied light fixtures, (10) outlets, (1)telephone outlet, (2) cable TV outlets and (2) exterior floodlights. 19. Repair floor joist in basement with sistered 2x10 joist. 20. Relocate (2) Lally columns in basement. Does not include new footing. 21. Construct new dormer on front of family room roof as per plan with (2) fixed Andersen Items listed above have been priced into the project.Only items described above or in subsequent changes orders are included in the project. a Scope of Work July 14, 2004 Loughran Page 3 of 3 P3035 windows. 22. Remove all construction debris. 23. Does not include interior or exterior paint, landscaping, or surface mounted light fixtures. 24. Includes permit application and fees, (6) hours of additional design time and all required construction drawings. 25. Includes certified plot plan. Items listed above have been priced into the project.Only items described above or in subsequent changes orders are included in the project. Terms and Conditions: 1. Parties: "You"refers to the buyer or buyers. "We"or"Us"refers to the seller,Andover Renovation Solutions, Inc. 2. Access:You will permit us to go into the premises.the premises includes the land and the buildings. You will get any consent needed for us to go onto any other premises in order to do the job. You are responsible and hold us harmless and accept all risks for access through adjacent properties.If we are not allowed to go onto the premises and are prevented from completing the work,then we have no further duty to perform this contract. 3.Insurance:We agree to carry Workman'Compensation Insurance and Public Liability Insurance. They cover the work to be performed under this agreement. 4. Warranties: We warranty all materials and workmanship for a period of one (1) year from date of substantial completion on all work and materials supplied by us.This warranty does not cover damages beyond our control such as misuse or failure to follow maintenance instructions or Acts of God.If a replacement product is unavailable will we provide a substitute of equal value.You may not withhold any portion of the final payment for guaranteed performance under this warranty.No service under this warranty is available if payments have not been made under this agreement. The only remedies for breach of warranty are stated in this paragraph. It is understood that we will not be liable for incidental,special or consequential damages in any way connected with the products or their installation whether for breach of warranty express or implied,negligence or other reason.The limitation of damages under this warranty are for repair,replacement or abatement only. 5.Changes and Alterations:No additional work will be performed without the prior written authorization by you.Any such authorization will be done on a written Change Order form approved by both parties. Corrections of existing building code violations not specified in the project description,or hidden structural, electrical or plumbing defects will be an addition to this Agreement and paid by you. Any changes requested by inspecting Public Authorities not covered in the Project Description will be billed to you as additional work. You agree that the duration of work and the scheduled date of completion may differ from the date as indicated on page one,because of changes, alterations, hidden conditions,inspectional delays,etc.which are unavoidable by us and shall not be considered to be a violation of this agreement. Change orders are paid at time of approval and prior to such work. 6. Survey: You are solely responsible for the location of all lot lines and shall provide at your own cost a survey showing buildings and property lines unless a certified plot plan is included in the attached scope of work. 7.Matching Existing:Where materials are to be matched,we will make every effort to do so,using standard materials, but we cannot guarantee a perfect match.We are not responsible for the existing conditions of the structure with regard to the level and plumb of walls, ceilings and floors and work to be done to existing conditions will be done in a workmanlike manner without re-plumbing existing conditions unless specified in the Project Description. 8.Landscaping and Ledge:This agreement does not cover the blasting or removal of ledge during excavation and will be billed separately to you. We will bring the grade back to a rough grade condition after excavation,which does not include loam,seed or sod. We are not responsible for damages to landscaping or grounds due to the use of vehicles or heavy equipment. 9.Payment Schedule:Payments shall be made by you as per the attached Payment Schedule.We have the right to stop work if payments are not made to us when due.Overdue payments will include a finance charge of 18 percent per year. We shall pay all invoices authorized by us arising out of the construction and will hold you harmless against any liens for labor or material filed against the property. 10. Owner Supplied Services: You agree to provide electricity,water,toilet and telephone as may be required by us to perform the work under this Agreement. 11. Advertising:You grant us the right to display a job sign at the property and take photographs of our work for the use in our advertising. 12. Complete Agreement: This contract is the entire agreement, and it is agreed by both parties that the entire understanding is contained in this written contract between you and us.It is further agreed that any subsequent changes to this agreement must be in writing and signed by the parties. No oral agreements not specifically stated in this agreement will have any force or effect.You are advised not to sign this agreement unless all blank sections have been filled in or marked as void,deleted or not applicable,and until all exhibits and related documents that are incorporated herein are attached. 13.Subcontractors:We have the right to subcontract any percentage of the work to be performed under this agreement. You will not during the course of the project hire any of our designated subcontractors for other or additional work without our written approval.You may hire your own subcontractors to perform selected work at our approval during the course of our construction process. You are responsible for their supervision and their clean-up of the work site. You must have them provide us with insurance certificates prior to starting their work,if they are worldng during the course of our construction period. We are not responsible for delays caused by your subcontractors. 14. Cancellation:You may cancel this agreement within three business days as required by law if this agreement is signed outside our place of business.We retain the same right of cancellation. Any deposit received from you will be returned. 15.Registration: All home improvement contractors and subcontractors engaged in home improvement contracting, unless specifically exempt from registration by provisions of Chapter 142A of the general laws,must be registered with the Commonwealth of Massachusetts. Inquires about registration and status should be made to the Director, Home Improvement Contract Registration,One Ashburton Place,Room 1301,Boston,MA 02108. 16.Permits:We agree to obtain as your agent the building,plumbing,and electrical permits necessary to complete the scope of work under this agreement.We shall not be held responsible for delays in the work described in this agreement caused by regulatory,permit granting or inspectional agencies,or authorities.Under Chapter 142A,homeowners that obtain their own construction related permits or contract with unregistered contractors will be excluded from the guaranty fund. 17. Copy of Agreement:This agreement in governed by the Laws of Massachusetts. It must be executed in duplicate, and an original signed copy will be given to you at the time of execution.No work under this agreement shall begin prior to the signing of this agreement and transmittal to you. 18.Arbitration:The contractor and the homeowner mutually agree in advance that in the event of a dispute concerning this agreement,the parties shall submit such dispute to a private arbitration service which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulations as provided in MGL c.142A, and the decision of the arbitrator will be final. 19. Cleaning: We will keep the job site broom clean. At the end of the job we will broom clean all disturbed areas. 21. Unknown Conditions: We will advise you in writing of any unknown conditions discovered during the course of construction; ie. moisture, mold/mildew,rotted wood, inspect damage, or any existing structural damage. We will provide a separate cost to you for those repairs. 22.Living at the House During Construction:It is recommended by us that you vacate the house during construction, however if you decide to live at the house we are not responsible for any health related problems due to dust,or adverse moisture conditions. You are responsible to keep children and pets away from the construction site. 23. Quality and Workmanship Standard: Quality and workmanship standard for this contract are defined by the National Association of Home Builders,Residential Construction Performance Guidelines for Professional Builders &Remodelers. 2nd Edition,ISBN 0-86718-495-7. In the event of a dispute these standards will be used. 20. Approval of these terms and conditions is indicated by your signature on the first page of this agreement. 1 ` Payment Schedule Loughran July 14, 2004 Payment Description Percent of Total Amount Original Order Amount $ 89,410.66 Design Fee Paid $ (895.00) Change Order 1 $ 0.00 Revised Contract Amount 100.00% $ 88,515.66 With Order Deposit 5.00% $ 4,425.78 (Due At Placement of Order) Materials Deposit 30.00% $ 26,554.70 (Due at Preconstruction Meeting) At completion of foundation 20.00% $ 17,703.13 At rough inspections 15.00% $ 13,277.35 At blueboard and plaster 10.00% $ 8,851.57 At installation of interior doors 10.00% $ 8,851.57 Substantial completion 8.00% $ 7,081.25 Completion of punch list 2.00% $ 1,770.31 Totals , 100.00% $ 88,515.66 Definitions: Substantial Completion is obtained when all areas of the addition/renovations are functional and habitable. Does not include any town inspections. Punch List Items: Material or weather dependent items that cannot be completed until received or done until weather permits. Punch list payment amount held by client should not exceed one and one half times cost of items not completed. l COWEN ASSOCIATES JOB Consulting Structural Engineers SHEET NO. OF 29 Vesta Road / e1 NATICK, MASSACHUSETTS 01760 CALCULATED BYC DATE {/ ! } (508) 655-3976 FAX (508) 655-4284 CHECKED BY DATE cowenassoc.com SCALE ..... t4` a ✓kis :-s 4A4 ... .__. _. .... htt— ' ............ ..... 1-1 A r _ r 71-17 .......� �, , (� -0-1 -j 4--ki.. A-4-4 A-A ........... 1 A 110A 3fe ........... PVT , 7-1 PTA— ............... V4 W. 1_1 jj FAW I ... ......... C� ............ -.4 T-1- f A 1--f-- T-r- T T AAA canm1cT9W.1 m-i.5na«rcomi maHH.m JOB / C!G'���' �''0�� 1 � . C®WEN ASSOCIATES Z_Consulting Structural Engineers SHEET NO. �v� OF-- J i 29 Vesta Road /,,� DATE ,f , /<, p / NATICK, MASSACHUSETTS 01760 CALCULATED BY (508) 655-3976 FAX (508) 655-4284 CHECKED BY DATE cowenassoc.com SCALE - �' �..1� �4 ..... ........ �cti s : .., ��� : I 11.11 -7 ........ --_.. /r� .: s} WEN ..... _':. —.,.........._ . : i . /1',..... l.Ep... ...__............_._ .. : .__ .. ...... - t No . I i . . . I I ' .1.....).........� I . . .... ". t-f 35.E �'v ...... , .... .1..... .y ..... ... .......1. , /dli .._ .. y�p/� ��99� A /�✓ .......... ...... _-...... ......- .., ........ .. .......... ......... ... .. ........... .... ('//J� ...��� -- ... . `� . .. :�- , L 1 _ . _ �- - `( �0 r .. �7 C: �q . : : . 9 . r . _ r ,' . : II -- .. ...._. .: . __.... ... . ... .. / C . { ... ..^ 11 .- e F �_.... / .... ...... : : ';� . I �le&&....I ...V_...9 : . v . . 9 : ; : : � � p 7 : : : ,� ..... . .. ... . . _ : 5' � �� l._z �. .... ... * c e- AAWeyerhaeuserl3usiness 1 1/2" x S 1/4" 1.4E Solid Sawn Spruce Pine Fir#2. @ 16" o/c UserTJ-Beam(TM)6.10 Serial Number.7003009401 • Pagel Engin Versa10:36:48 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope0M2 icy n. + y lvn yJE1� N vu\�. 46 l7' �ESSIOhI`� All dimensions are horizontal. Product Diagram is Cone LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf):30.0 Live at 125%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 340/170/0/510 By Others-Rim:Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 340/170/0/510 By Others-Rim: Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others-Rim: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 498 -446 809 Passed(55%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 2063 2063 2465 Passed(84%) MID Span 1 under Roof loading Live Load Defl(in) 0.491 0.553 Passed(U405) MID Span 1 under Roof loading Total Load Defl(in) 0.737 0.829 Passed(U270) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to-achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase.. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. 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. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick, MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business *enRidge 1 haeuwr 1 3/4" 3t 14" 1.9E Microllam@ LVL TJ-Beam(TM)6.10 Serial Number:7003009401 • PageUser Engine 04 sign: 05 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope0f12 F' uEriCK yG f. s z Co !o _ ,CTURAL y No.26617 AVO �� VF`�rOhA> EN°� ' 14! All dimensions are.horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 12'3" Primary Load Group-Roof(psf):30.0 Live at 125%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 5.25" 2573/1334/0/3906 L1: Blocking 1 Ply 1 3/4"x 14"1.9.E Microllam@ LVL 2 Stud wall 3.50" 5.25" 2573/1334/0/3906 L1: Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: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) 3813 -3092 5819 Passed(53%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 13028 13028 15161 Passed(86%) MID Span 1 under Roof loading Live Load Def](in) 0.422 0.456 Passed(U389) MID Span 1 under Roof loading Total Load Defl(in) 0.641 0.683 Passed(U256) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LLU360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. 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. PROJECT INFORMATION: OPERATOR INFORMATION: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick, MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. - CONSULTING STRUCTURAL ENGINEERS JOB 29 Vesta Road SHEET N0. OF Natick, Massachusetts 01760 Telephone (508)655-3976 DRAWN BY DATE Facsimile (508)655-4284 CHECKED BY DATE Email: fred@cowenassoc.com Web Site: www.cowenassoc.com SCALE PF ASS, c3 F..E acl4- A N i caw e i ST R URAL y e 26617 �4 TYPICAL HEADEl, SCHEDULE FOR 2x4- WALL CONSTRUCTION ��oNaL E SUPPORTING ROOF ONLY SIZE OPENINGS UP TO 6'-0" 2 -2x6 6'-1 " TO 8'-0" 2 -2x8 8'-1 " TO 10'-0" 2 -2x10 10'-1 " TO 12'-0" 12.1-2x 12 SUPPORTING ONE STORY ABOVE SIZE OPENINGS UP TO 4'-0" 2 -2x6 4)—l $) TO 6'-0" 2 -2x8 6'-1 " TO 8'-0" 2 -2x10 8'-1 " TO 10'-0" 121-2x 12 SUPPORTING TWO STORIES ABOVE SIZE OPENINGS UP TO 6'-0" 6'-1 " TO 8'-0" �2�—WO2 -2x12 NOTES: 1. ALL HEADERS TO BE SPF No. 2 GRADE OR BETTER. 2. PROVIDE 1/2" CDX PLYWOOD LAYER BETWEEN HEADER MEMBERS. GLUE AND SPIKE OR SCREW TOGETHER. 3. SCHEDULE SHALL BE USED TO DETERMINE MINIMUM HEADER SIZE REQUIRED. 4. SCHEDULE NOT VALID FOR ANY CONCENTRATED LOADS FROM CONNECTING BEAMS OR POSTS. REFER TO FRAMING PLAN FOR SPECIFIED SIZES FIRST. HOUSE: 2x4 Header CONSULTING STRUCTURAL ENGINEERS ADB 29 Vesta Road SHEET No. of Natick, Massachusetts 01760 Telephone (508)655-3976 DRAWN BY DATE Facsimile (508)655-4284 CHECKED BY DATE Email: fred@cowenassoc.com Web Site: www.cowenassoc.com SCALE F ICK yG s R :N I CTURAL y No.26617 TYPICAL HEADER SCHEDULE FOR 2x(3 WALL. CONSTRUCTION SUPPORTING ROOF ONLY SIZE OPENINGS UP TO 6'-0" 3 - -2x6 C-1 " TO 8'-0" 3 -2x8 8'-1 " TO 10'-0" 3 -2x10 TO 12'-0" 131-2x 12 SUPPORTING ONE STORY ABOVE SIZE OPENINGS UP TO 4'-0" 3 -2x6 4'-l " TO 6'-0" 3 -2x8 6'--l " TO 8'-0' 3 -2x10 8'-1 " TO 10'-0" 131-2x12 SUPPORTING TWO STORIES ABOVE SIZE OPENINGS UP TO 6'-0" (3)-2x10 6'-1 " TO 8'-0" 3 -2x12 NOTES: 1. ALL HEADERS TO BE SPF No. 2 GRADE OR BETTER. 2. PROVIDE 1/2- CDX PLYWOOD LAYER BETWEEN HEADER MEMBERS. GLUE AND SPIKE OR SCREW TOGETHER. 3. SCHEDULE SHALL BE USED TO DETERMINE MINIMUM HEADER SIZE REQUIRED. 4. SCHEDULE NOT VALID FOR ANY CONCENTRATED LOADS FROM CONNECTING BEAMS OR POSTS. REFER TO FRAMING PLAN FOR SPECIFIED SIZES FIRST. HOUSE: 2x6 Header Header 2 rhacuser® TJ-Beam(TPd)6.10SerialN mb r:70309401 2 Pcs of 1 1/2" x 11 1/4" 1.4E Solid Sawn SprucePine Fir#2 Pagel En'gneOVerson,2610.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope0M2 OF Al 1PP iU cN o.2 617 � ;F21 .rF CONAL ' 3 o— ' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Roof(psf):30.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 2573. 1334 1'6" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftJTotal 1 Stud wall 3.50" 3.50" 1332/700/0/2031 By Others-Rim:Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrandO LSL 2 Stud wall 3.50" 3.50" 1332/700/0/2031 By Others-Rim:Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrandO LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): By Others-Rim: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2023 -1968 1969 Passed(100%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 2651 2651 5768 Passed(46%) MID Span 1 under Roof loading Live Load Defl(in) 0.004 0.089 Passed(U999+) MID Span 1 under Roof loading Total Load Defl(in) 0.005 0.133 Passed(0999+) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates. 29 Vesta Road Natick,MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Header 3 �A V(4yerr Bruiness TJ-Beam( r:7003009401 2 PC$ Of 1 1/2" ,q `ir"� 9 i� ,q 1.4E Solid Sawn Spruce Pine Fir#2 User:2Pagel Engin VersiO4 on: 03:29 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED OF ll? Member Slope:0112 Roof Slope0M2 9FJq� :RICK V. G �I ,TR! TURAL 26617 (� tsT 1❑, n S/ONAL E�y6 g All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Roof(psf):30.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 765 483 1'6" - Point(lbs) Roof(1.25) 765 483 4'6" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 855/545/0/1400 By Others-Rim:Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrand@ LSL 2 Stud wall 3.50" 3.50" 855/545/0/1400 By Others-Rim:Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrand@ LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): By Others-Rim: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1391 -1346 1619 Passed(83%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 1867 1867 4287 Passed(44%) MID Span 1 under Roof loading Live Load Defl(in) 0:026 0.189 Passed(U999+) MID Span 1 under Roof loading Total Load Defl(in) 0.043 0.283 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick,MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright 9 2003 by Trus Joist, a Weyerhaeuser Business Ridge 4 A\YfycrhaeuserBusincs TJ-Beam(TM)6.10 Serial Number:7003009401 1 3/4�� x 11 1/4" 1.9E Microllam@ LVL • User:2 8/17/2004 11:07:20 AM Pagel Engine Version:1.10.3 THIS PRODUCT LEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION ARID LOADS LISTE Member Slope:OM2 Roof SlopeOM2 'ry�t Of S�q CK f �pf � Z EN � ,RUCTURAL in 1 No 26617 Q 13' All dimensions are horizontal. Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:7'6" Primary Load Group-Roof(psf):30.0 Live at 125%duration, 15.0 Dead I SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1463/767/0/2229 L1:Blocking 1 Ply 13/4"x 11 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 1463/767/0/2229 L1: Blocking 1 Ply 13/4"x 11 1/4"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2172 -1808 4676 Passed(39%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 6878 6878 10086 Passed(68%) MID Span 1 under Roof loading Live Load Def](in) 0.358 0.422 Passed(U424) MID Span 1 under Roof loading Total Load Defl(in) 0.546 0.633 Passed(U278) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate-continuous lateral support of the compression edge. 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. PROJECT INFORMATION: OPERATOR INFORMATION: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick, MA 01760 Phone:508-655-3976 Fax :508-655-4284 Fred@cowenassoc.com Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Header 5 TJ-Beam(TM)6.10Seriallber70030309401 2 PCS OI 13/4" x 9 1/4" 1.9E Microllam@ LVL UserPagel Engin Version: AM .3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof SlopeOM2 F :RICK qty V COWF. i 2U JRAL y. 26617 E �iOttAl E� All dimensions are horizontal. Product Diagram is Conce ual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:4' Primary Load Group-Roof(psf):30.0 Live at 125%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift[Total 1 Stud wall 3.50" 3.50" 780/448/0/1228 L1: Blocking 1 Ply 1 314"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 780/448/0/1228 L1: Blocking 1 Ply 1 314"x 9 1/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1197 -1027 7689 Passed(13%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 3789 3789 14005 Passed(27%) MID Span 1 under Roof loading Live Load Defl(in) 0.167 0.422 Passed(U908) MID Span 1 under Roof loading Total Load Defl(in) 0.264 0.633 Passed(0576) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to'achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. 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: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick,MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright ® 2003 by Trus Joist, aWeyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Header 6 A��yerhaeuser Bus Hessf .g TJ-Beam(TM)6.10Serial Number:7003009401 PCS ®a ��`�/�r al`sA „ �•9� �oerollarr>I® LVL User Pagel Engin VersiO4 on: 1.1 .3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTEDof Member Slope:OM2 Roof SlopeOM29 �s CRICK V. 1P ,cw I fRU URAL y °6617 (J -Tt9 13'- All 3•All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Roof(psf):30.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 780 448 6'6" - Tapered(plf) Roof(1.25) 0.0 To 0.0 0.0 To 200.0 0 To 6'6" Adds To Tapered(plf) Roof(1.25) 0.0 To 0.0 200.0 To 0.0 6'6"To 13' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 585/1030/0/1615 L1:Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 585/1030/0/1615 L1: Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1605 -1540 7689 Passed(20%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 7679 7679 14005 Passed(55%) MID Span 1 under Roof loading Live Load Defl(in) 0.181 0.422 Passed(U839) MID Span 1 under Roof loading Total Load Defl(in) 0.476 0.633 Passed(U319) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/24O). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. 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: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick,MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright @ 2003 by Trus Joist, a Weyerhaeuser Business Microllame is a registered trademark of Trus Joist. ��'���� Porch Floor � r7AVGiyerhaeiuerl3usiness 1 112" J( 9 114" 1.6E Solid Sawn Southern Pine #2 @ 16" olc TJ-Beam(TM)6.10 Serial Number:7003009401 User:2 8/17/2004 11:17:41 AM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 9 r y J' .,o d UCTURAL H .25517 4; Q' ,Q �s ON NIE� 931 s Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Upliftlfotal 1 Stud wall 3.50" 3.50" 520/104/01624 By Others-Rim:Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 520/104/0/624 By Others-Rim:Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others-Rim:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 604 -522 833 Passed(63%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1900 1900 2152 Passed(88%) MID Span 1 under Floor loading Live Load Defl(in) 0.285 0.315 Passed(U530) MID Span 1 under Floor loading Total Load Defl(in) 0.342 0.629 Passed(U441) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. 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 desvalues. The specific product application,input design loads, design 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. S methodology and is olely nted for comparison -Solid umpt ons about this lanalysis are available throughough theDsoftware's On--1 ne Helps TrusJ o st does no warrrant the analys s norrogram limitations nd is in accordnce with 1997 the performance of ss solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code SOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick,MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Porch Floor Beam �, r9 a ,q ,q f p s� TJ-Beam(TM)6.10Serial N mber:70OW094015 3 PCs of tl 1/2" x 9 1/4" 1.6E Solid Sawn Southern Pine #2 User:2Pagel Engine sign: 45 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dime F J�9 j FRED RICk �G �E n l .76ie91. �" 1 2 3 a 651r p T V" 7-6" Product Diagram `.17Cept aR LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:T6" Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1519/294/0/1813 By Others-Rim: Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 4125/924/0/5049 By Others None 3 Stud wall 3.50" 3.50" 1519/294/0/1813 By Others-Rim:Rim Board 1 Ply 1 1/2"x 91/4"1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others-Rim: Rim Board,By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2524 2020 2498 Passed(81%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -3703 -3703 6457 Passed(57%) Bearing 2 under Floor loading Live Load Defl(in) 0.043 0.244 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.049 0.367 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Allowable moment was increased for repetitive member usage. Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. 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. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 4.168-Loughran Residence Andover Fred Cowen Cowen Associates 29 Vesta Road Natick,MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Header7 + ° -A`Veyerha003009401 3 PCs of 1 314" x 9 1/4" 1.9E Nlicrollam@ LVL TJ-Beam(TM)6.10 Serial Number:7003009401 User:2 8/17/2004 11:50:52 AM Page Engine Verson:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED qSs rr 5r R= .RICK �C I1 STRI)CT'JRAI O ti �4 1❑ j❑2 0 10.6.. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead, 10.0 Partition Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 592.5 561.2 0 To 10'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftITotal 1 Stud wall 3.50" 3.50" 3321 13148/0/6469 A3:Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrandO LSL 2 Stud wall 3.50" 3.50" 3321 /3148/0/6469 A3:Rim Board 1 Ply 1 1/2"x 9 1/4"1.5E TimberStrandO LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 6263 -5159 9227 Passed(56%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 15919 15919 16806 Passed(95%) MID Span 1 under Floor loading Live Load Defl(in) 0.252 0.254 Passed(0485) MID Span 1 under Floor loading Total Load Defl(in) 0.490 0.508 Passed(U249) MID Span 1 under Floor loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"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: 4.165-Loughran Fred Cowen Cowen Associates 29 Vesta Road Natick,MA 01760 Phone:508-655-3976 Fax :508-655-4284 fred@cowenassoc.com Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Microllam.'D is a registered trademark of Trus Joist. NORTH Town of over �� 0 . No. 4 71- CN LA dover, Mass., COC wchEWICK O'z?ATED BOARD OF HEALTH Food/Kitchen . .PERMIT T Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..... C4 0010 if.......... ................................................. ..... .. .................................. Foundation has permission to erect.....7.tf!.Y.'........... buildings on ....d/.i .....sv...*"...Aq ..........SA .. ... Rough to be occupied as......12....4.+Wr ......... . ..&w. ..A.00................................................................................. Chimney ..... ...... .. ... .. .... ..... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws rel h Inspection, Alteration and Construction of Buildings In the Town of North Andover. / 7A7g to t0 PLUMBING INSPECTOR op *a VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough .. .... ... .. ....... ......10A.... Service BUI�Dii�&* i&f6k Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE__Jl Smoke Det.