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HomeMy WebLinkAboutMiscellaneous - 795 GREAT POND ROAD 4/30/2018 (2)NORTH ANDOVER BU LLDING DEPARTMENT 1600 Osgood Street North Andover Tel: 978-688-9545 Fax: 978-688-9542 BUSIXESS FORM FOR TONY CLEM DATE: :� Z NAME: -J/ A 0 p A) Q c H E I 7 g .0 rent foo 0 P ADDRESS; ZONWG DISTRICT: TYPE OF BUSINESS: cz-, ms j n BUILDING LAYOUT PROVIDED YES _ NOD AVAILABLE PARKWG SP'AOES: ZONING BY LAW USAGE: S NO SIGNATUPIE BUSINESS FORM FOR TOWN CLERK 2.40 Home Occupation (1989132) An accessory, use conducted within a dwelling by a resident who resides in the dwelling as his principal address, which is clearly secondary to the use- of the building. for living ptuposes. Home occupations shall `include, "but not 'limited to the following uses; personal services such as furnished by an artist or instructor, but not occupation involved with motor vehicle repairs, beauty parlors, animal kennels, or the conduct of retail business, or the manufacturing of goods, which impacts the residential nature of the neighborhood. 4. For use of a dwelling in any residential district or multi fainly district for a home occupation, the following conditions shall apply: a. Not more than a total of three (3) people may be, employed in the home occupation, one of whom shall be the oWlier of the home occupation and residing in said dwelling, b. The use is carried on strictly within the, principal building; c. There shall be no exterior alterations, accessory buildings, or display which are not customa'Y with residential buildings; - d. Not more than twenty five (25) percent of the existing gross floor area of the dwelling unit. so used, not to exceed one thousand (1000) square feet, is devoted to 'such use. In connection with such use, there is to be kept no stock in trade, commodities or products which occupy space beyond these limits; C. There will be no display of goods or wares visible from the street; f. The building or premises occupied shall not be rendered objectionable or detrimental to the residential character of the neighborhood due to the exterior appearance, emission of odor, gas, smoke, dust, noise, disturbance, or in any other way become objectionable or detrimental to any residential use within the neighborhood; g. Any such building shall include no features of design not customary in buildings for residential use. Signature Date r w G��vSETiS yp,, � tN ^I 00 O `'� z = �Id�� �l ~I p Z W 0,01Irl O rr^^ �LU m < 0 6~ W Z �� W (D ~ v� 00 ~ ND LO Uv OW z Z W > OM O F- 0 w oUQ � rn UJ Qm0 Ir z a QWoOLJN Om 2 � O H Q w p d O J Z U A 00 N 0 m Z�� g� '� = a Z W r O w ,1• J Z II W 0_ W Q N -J w W W N (�- N Q I Z Q O c) � cn ti = Q WJ Z m �Z w O a' OU Q U O Z �� a r' I ,3 I a 't Date......6,e- o... r. AoRTH , TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ,SSACMUSE� Thiscertifies that .............. ..... ... 7..... ............ ........... ..,....................... ...... has permission to perform .... f . e'> rl!f'F ..................... wiring in the building of ....:.... xq......................................... at ...7/9,� ...... .....�............ ... . North Andover, Mass. c Fee...�5.��. Lic. No.}../.a.....r!'7..... ELECTRICALINSPECTOR / Check #����� Official U-, Only..:...:. IaL Permit No. / ;i:N Occupancy and Fec Checked BOARD..,OF FIRE PREVENTION REGULATIONS [Rev. 1/071 (leave blank), APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the .'.lassachusctts Electrical Code (MEC), 521 CM 1100 (PLEASE PRIM 1N -';^�K OR T� E tt_LL LVFORMATI 9 Date: (/O / Q C'� To the Inspector of Wires: City or TOi•1'n of: �/'� P By this application the undersigned gives notice of his her to c:t ton performs the electrical work described below. Location (Street & Numb r rre�- Telephone No. Owner orTenant / �— Owner's Address is Is this permit in conjunction with a building permit? Yes u Ni: .(Check Appropriate Box) Purpose of Building — Utility Authorization No- _ Existing Ser� Service Amps / Volts Ovcnccd ❑ Undgrr_ ❑ Na. of Nictcrs New S_ e=v _ice Amps Volts Overhead ❑ Undprd J No. of Meters M Number of Fceders and Ampacity l rr7 Location and Nature of Proposed Electrical Work- �� ] 1rA �} 4� t �' a — CG t 01- - romp/-.tion o the ol/owi_table m be waived b the /nsv^cior.o'Wiru. _- _f - - ro t2 No_ of CeiL-Susp: (Paddle) Fans �Trarsfor-mers KVA No- of Recessed Luminaires KVA No. of Hot TIbs IGcscrators No. of Luminairc.Outicts .!g tins t hove--� �- rig= 03 r mergency Ni- of Luminaires Swimming Poo( ,nd_ ❑ ornd. ❑ Ib'attery Units No of Oil Burners !FIRE ALARMS No. of Zones No. of Receptacle Outlets -,talo o erection an 10. ofSwit._hes No-orGan Burners Initiating Devices 10 ,No. of Alerting Devices No. of Ranges Nc- of Air Cond_ To _ cat ump um er ons -K_ o. o Je ontatne I"o: �f Wastr. Dispgsers.. Totals: __ Detcction/A1eTin� DcJices er _ No_ of Dishwashers Spate/Area Heating KW on w eeuriry 5 srcros:" % = Heating Appliancrs KIN. o o uc i cs or Equivalent No. of Dryers o. o Data Wiring: i o. o titer KW °" ° Eali>sts No. of Dcviccs or.E uivalcnt Heaters Sims 1 c .co, , untcat:ons. trtng: No. Hydromassage Bathtubs No. of Motors Total HP No. of Dcviccs or Equivalent OTHER: G� a �j / Attach additional derail f desirc� or ccs regvrrcd by the lrtrpeetor. of Wves Estimated Value of Electrical Work; (When rcquircd by municipal policy.) . ss Work to Start: inspections to be requested in accordance with MEC Rule 10, andelectrical upon completion. INSURANCE COVERA. E: Unless waived by the owner, no permit for the perf�orm�ee of or its substantial Equival n� Thk may issue e i g the licensee provides proof of liability insurance ience and has exhibitcddproof of satnc to the permit issuing office* undersigned certifies that such coverage CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) l certify, under the pair's and'penal[ies ofperjury, Lha: the informationn on this applicaiian is true L C � let FIRM NAME: t'tu,� S�Gu� t-r ScrVCCPS IC NO.. - Licensee: ./o Signature '/•f � � • T�y 2--Bus_ TcI. No_:_�- (/fapplicable. enter "tTempt'" in the licensemtm cr line) ,i lS �iH. a 3per9 Alt TeL Ne •' Address: Ll /t11 6-n �_. Lie No. per M.G.L. e. 147, s- 57-61, security work rcquirrs Department of Public Safety 'S License: oe norm OWI IER'S INSURANCE WAIVER I am aware that the Licensee does not have the liability insurance coverage Q� t- rcquircd bylaw. By my signature below, I hereby waive this requirement I am the (_heck one) ❑ owner - Owner/Agent Telephone No_ Lp:z:L::�7�T FE-E-- $ Signature — _ �n o 4-d O CC {�0 -7�; . CD �-�••( Q �p w N co `^, W L r QQJ CL C w X Q J W u- O-� F t L �n U EL w i L9 ' :1 ' 4 w m cn W U-1 Z _ LU U (/7 Q N �v¢iZ U ¢ CC _ U r� N Q W E U ..;- Z .O _. o `��Lu n E N U w to a U N U ' N sss Z o l � OL LL g O _- } `�U U N p x o, a F- � N r ... - W } rt - F• a �. .. .. w J ¢ o �. 5 w v o Q En `-" w a 0 X w m Ll LU LU � w w. .O _ t- a o z us -J tr m O_ 3 ik 0 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 451 (1/12/2005) Date: November 19, 2007 THIS CERTIFIES THAT THE BUILDING LOCATED ON 795 Great Pond Road MAY BE OCCUPIED AS Single Family Dwellina IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: DA Sullivan 231 Broadway Methuen MA 01844 Building Inspector O z s: N 6ALAO v V cc cc C O L m V E w c CD Lsy . c .. �v0 u cm E 4 a- ` N O m O O d � �'CA � O 3 : :c ... ��,� N 0 ftftz: .2 cc -aM N ` N O O �� M o CDC •+; = t o .c c cm o c co — • oc 0-c�o c Q � i m C •C C40 �... ; C; C42 O LU y d m-5 O.= = W M ` y = O r ONawm y CDMA .E CD c O CD Q. COD O u .Q H C O V s L O Q CD CL CO) C O OM C O A O mm Q 03 3� �o as 0 0 ClCL O. ca J O O O Z C3 O. CO2 C 0 U) 19W W lz W N i'. 4 ate; C7 a` tel% u Z u cn u OC a �q co ` ,�, 'o x a_ bo � V w,, "a o0; v W o.: o, �" C7 .,� a w o Q ,, z lu o wo cin w° U ,', w as cn cn N 6ALAO v V cc cc C O L m V E w c CD Lsy . c .. �v0 u cm E 4 a- ` N O m O O d � �'CA � O 3 : :c ... ��,� N 0 ftftz: .2 cc -aM N ` N O O �� M o CDC •+; = t o .c c cm o c co — • oc 0-c�o c Q � i m C •C C40 �... ; C; C42 O LU y d m-5 O.= = W M ` y = O r ONawm y CDMA .E CD c O CD Q. COD O u .Q H C O V s L O Q CD CL CO) C O OM C O A O mm Q 03 3� �o as 0 0 ClCL O. ca J O O O Z C3 O. CO2 C 0 U) 19W W lz W N Z ...- ;w ` APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit # ADDRESS/LOCATION OF PROPERTY :'rlq 6,,ccxk P� Map ® Parcel l (e Lot Number �. SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION a� Zai r7 CLOSING DATE ON PROPERTY: tl 3 D -10 d FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Permit Issued to: 1y'-, Address Z3 CONSERVATION PLANNING DPW - WATER METER 6) SEWERMATER CONNECTION' NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW Signature File: Application for OC form revised Jan 2007 location - No. �<rl Date N°RTM TOWN OF NORTH ANDOVER f - 9 i Certificate of Occupancy $ �SSACMUSEt� Building/Frame Permit Fee $`- i Foundation Permit Fee $ �.. Other Permit Fee $ TOTAL Check # 181 1 L9 ming Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: SIGNATURE: <C Building Commissioner` for of Buildings Date , SECTION 1- SITE INFORMATION I 1 , , / ! . t 1 i .:• v / ,/ , r 1.1 Property Addresses� HiQ hi Anal 01(0 '1(OT�2 1.2 1Assessors Map and Parcel ✓ OJT Map Number Number: Parcel Number 2.1 Owner of Record 1.3 Zoning Information: Zoning Dislrid Proposed Use 1.4 Property Dimensions: Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Name (Prin) Address for Service Front Yard Side Yard Rear Yard Required Provide Required Provided Re red Provided N e Print Address for Service: 1.7 Water Supply M.G.L.C. WO. 54) Public Private ❑ 1.5. Flood Zone Information: Zone e- Outside Flood Zone ❑ 1.8 Municipal Sewerage Disposal System: ? On Site Disposal System ❑ SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT 1-ilstoriC District: Yes No 2.1 Owner of Record Name (Prin) Address for Service � CC Telephone r!2.�910 wner of`R�ord: N e Print Address for Service: Signature Tele hone SECTION 3 - CONSTRUCTION SERVICES ' 3.1 Licensed Construction Supervisor: Not Applicable ❑ els as cam.( U, t11+AJ Licensed Construction Supervisor: 60 (Otog? License Number Address f - a Expiration Date Sig a Telephone 3.24ZOgistered Home kmprovement Contractor Not Applicable ❑ Company Name ��� �/�� • � / j Registration Number /S!F0hod� Addr s 3/ Expirationate nature Telephone SECTION 4 - WORKERS COMPENSATION (M.G.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 ....._R No ....... ❑ SECTION 5 Descri do _of Proposed Work check aU applicable) New Construction4A Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify �X Brief Description of Proposed Work: AJq SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item 1. Building Estimated Cost (Dollar) to be OFFICIAL Completed b permit applicant z ��� . , (a) Building Permit Fee 'Multiplier USE 0Nb' 2 Electrical (b) Estimated Total Cost of Construction`s 3 Plumbing Building Permit fee (a) X (b) WaVlw n _116- - / 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 jCheck Number SECTION 7a OWNER AUTHORIZATION O BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner/Authorized Agent of subject property Hereby authorize t, 11 to act on My behalf, in all matters relative to work authorized by this building permit application. Signature of Owner I Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/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 Print Name Signature of Owner/A ent Date NO. OF STORIES 6?- SIZE BASEMENT OR SkAB SIZE OF FLOOR TIMBERS 1 24147 2 ND 3 RD SPAN DINIENSIONS OF SILLS P E - DIMENSIONS OF POSTS DIN ENSIONS OF GIRDERS ie x t h HEIGHT OF FOUNDATION — Co THICKNESS tat` SIZE OF FOOTING 1 o Y- a° X MATERIAL OF CHEVINEY tM A s o A, l- ' f' IS BUILDING ON SOLID OR F$0 IS BUILDING CONNECTED TO NATURAL GAS LINE u rz 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. ****************i"k******'"APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT_ 6�, fGI4L/i/ � 4,-(- PHONE 3 `%KJW LOCATION: Assessor's Map Number 0-3 PARCEL ✓X� SUBDIVISION LOT (S) STREET 6? / 240 &2 ST. NUMBER **********OFFICIAL USE ONLY ***** RECOMMENDATIONS OF—TOWN AGENTS: ADM DATE APPROVED DATE REJECTED COMMENTS 7 , un 4,-r �D P DATE APPROVED DATE REJECTED COMMENTS 12-f iZ_ fti�GL,o Lir ,�f sf� ,Lc She �rdyr' �Q�o�l._ tw•l 1 G�.� �1 TH DATE APPRdV9D DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWERIWATER CONNECTIONS V DRIVEWAY PERMIT zr L9 y /FIRE DEPARTMEN �L� �� ES e �i, S('c,�l « Sred fled p he�,�.ry �t ()T,47, re Ong ,-)T �nT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm Name The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Please Print Name: UV Af / ,iUL1-11,14 tV Location: 9R4%WF1%1f1/) /FD City Ale 41V Allf Phone # I am a homeowner performing all work myself. 0 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: D A,. S U L l-1 V A_At __. r C Address o S ASR Kfd oD ver - city: KILL ffil t 4f Q04f 2W • oi8 7 Phone# Insurance. Co. Policy # Company name: Address City: Phone # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of,a tine up to §1,500.0 and/or one years' imprisonment.as vwb.as_civll,penakies in theimn nfa_ST.OP WORK ORDER..and_a.fine oQS1010Q)_asiay.aga1ost-me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby ce►tm7y under the p_` pens of perjury that the information provided above is true and correct Print name fD�Olfif/J LUL C �,� M Phone # 5i7$ Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensi ❑ Building Dept []Check if immediate response is required J] Licensing Board ❑ Selectman's Office Contact person: Phone #: ❑ Health Department ❑ Other ACORD Tm CERTIFICATE OF LIABILITY INSURANCE DATE(MM/D01YYYY) 12/2/04 PRODUCER 1'i, & K Fowler Insurance Agency '°''00 Park Street " Forth Reading, MA 01864 _ THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THECERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED D. A. Sullivan Inc. :':!9 Ashwood Ave. Vilmington, MA 01887 INSURER A: Aspen Specialty Insurance Co. POUCYEFFECTIVE DATE(MMlDD/YY) INSURER B: Zurich -American Insurance Co. LIMITS INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIRE::MENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - INSR LTR DD'LI NSRD TYPE OF INSURANCE POLICYNUM13ER POUCYEFFECTIVE DATE(MMlDD/YY) FOLICYDCPIRAT' DATEtMMIDDIYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE S 500,000 A g C DMMERCIAL GENERAL LABILITY GL001003 i 7/23/04 7/23/05 �PREEMISES(Ea occurence) $ 50'000 ] CLAIMS MADE 1XI OCCUR I MED EXP (Anyone person) $ 11000 PERSONAL BADV INJURY $ 500,000 ] _ GENERALAGGREGATE $ 11000,000 GEN'LAGGREGATE LIMIT APPLIES PER : PRODUCTS - COMP/OP AGG $ 1,000,000 P:JLICY PRO- JECT LOC I AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT A JY AUTO (Ea accident) S AL OWNED AUTOS BODILY INJURY SJHEDULED AUTOS (Per person) $ HIR ED AUTOS BODILY INJURY N'ON-OWNED AUTOS (Per accident) $ -PROPERTY DAMAGE $ (Per accident) GAR ACELIABILITY AUTO ONLY - EA ACCIDENT S EA ACC $ OTFIFRTHAN AhJY AUTO ' AUTOONLY: AGG $ EXCESSIUMBRELLALIABILITY EACH OCCURRENCE $ AGGREGATE $ O :CUR CLAIMS MADE I i $ $ DiEDUCTIBLE $ RI7ENTION $ WORKERS C'�OMPENSATION AND WC STATU- OTI+ TORY LIMITS ER 6ZZUB0326B69103 12/25/03 12/21/04 ANY PRORITrORILITY ANY PROFR 115iOR/PARTNER/IXECUTIVE E.LEACHACCIDENT $ 100 000 � E.L. DISEASE - EA EMPLOYEE S 100,000 -- OFFICER/ME-ABER EXCLUDED? If jes, 816scri be under - E.L.IDISEASE - POLICY LIMIT 1$ 500 r 000 SPEGALPRC VIS CNSbelow I OTHER DESCRIPTION OF C PERATIONS / LOCATIONS/ VEH CLES/EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS Insurance verification CERTIRCATE HOLDER CANCELLATION Town of North Andover North Andover, Ma 01845 SHOULD ANY OF THE ABOVE DESCRI BED POLICIESBE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS W fC IT TEN NOTIC ETO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL I MPOSENO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. , ATIVE ACORD 25 (2001108) / /1 I© ACORD CORPORATION 1988 g sm am H to 3 � Z z a CO. 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G x Wf�. 1'A GJ O cn Q� o cn �Eo ��o c CCD ea O AL.Q C . m cv 0 t: otp Ell N � -�/�t, V✓ a� 0 :r s L w a y cm mi C � 4 -- c E y 4t 7 Of m y _�m y m, C o 0 mo c o A� c CD C N Q �_ �k n c m �ci �" m •C cm H O. C -gag, �' N C .0 = mCD dy=..p N LU c ,M :s -0 t r MoS 06:S W.E ca 'o cos�N O COD a ID al .0 9 H 7 E- r 4-a*m z - z O U a 4 O 0 a O O= I 'O o_ y0co O �� � mm a� CD 0 0 oa o � c O ME a O ca C Z s V ca R C C� C _m CL. CO) D LU LLI 0) W W W C4 REScheck Compliance Certificate 2000 IECC RES checkSoftware Version 3.6 Release 1 Data filename: Untitled.rck PROJECT TITLE: DENNIS SULLIVAN CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.20 DATE: 12/08/04 PROJECT DESCRIPTION: LOT 4 GREAT POND RD COMPLIANCE: Passes Maximum UA = 563 Your Home UA = 531 5.7% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E Window 2: Wood Frame:Double Pane with Low -E Door 1: Glass Door 2: Solid Door 3: Solid Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Furnace 1: Forced Hot Air, 82 AFUE Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA 2184 30.0 0.0 76 1520 15.0 0.0 117 1520 15.0 0.0 66 559 0.310 173 5 0.330 2 39 0.330 13 40 0.160 6 21 0.280 6 2184 30.0 0.0 72 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 RES checkVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Builder/Designer Date REScheck Inspection Checklist 2000 IECC RES checkSoftware Version 3.6 Release 1 DATE: 12/08/04 PROJECT TITLE: DENNIS SULLIVAN Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: I � Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.310 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Glass, U -factor: 0.330 Comments: [ ] 2. Door 2: Solid, U -factor: 0.160 Comments: [ ] 3. Door 3: Solid, U -factor: 0.280 Comments: I Floors: [ J 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 82 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: [ ] I 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 181B. 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. 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 T or chilled fluids below 55 T must be insulated to the levels in Table 2. 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" Un to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 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 Pining System Types Ran F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) -Rots . BC CALC® 2003 DESIGN REPORT - US Wednesday, December 08, 2004 14:32 - Triple 1 3/4" x 11 7/8" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB01 Job Name: DENNIS SULLIVAN Description: 1 ST FLOOR BEAM Address: LOT 4 GREAT POND RD Specifier: City, State, Zip: N. ANDOVER, MA Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: Standard Load - 40 psf 1110 psf Tributary 10-00-00 +�rKR 6 a� nm 16-00-00 A, 07-00-00 10-06-00 BO B1 B2 B3 2658 lbs LL 6752 lbs LL 4503 lbs LL 1950 lbs LL 770 lbs DL 1810 lbs DL 809 lbs DL 549 lbs DL General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 3 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 10-00-00 Live Load: 40 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure . The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties _ and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER@, BCI@, BC RIM BOARD TM, BC OSB RIM BOARD T- BOISE GLULAMTM VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND TM VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 33-06-00 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 33-06-00 Live 40 psf 10-00-00 100% Dead 10 psf 10-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 12526 ft -lbs 39.2% 100% 6 2 - Left Neg. Moment -12526 ft-Ibs 39.3% 100% 6 1 - Right End Shear 2916 lbs 24.2% 100% 4 1 - Left Cont. Shear 4411 lbs 36.6% 100% 6 1 - Right Total Load Defl. U621 (0.309") 38.6% 4 1 Live Load Defl. U796 (0.241 ") 60.3% 4 1 Total Neg. Defl. -0.046" 9.1% 4 2 Max Defl. 0.309" 30.9% 4 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 3". Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c=4" d=12" e=3" 801se. BC CALC® 2003 DESIGN REPORT - US Wednesday, December 08, 2004 14:32 Triple 1 3/4" X 11 7/8" VERSA -LAM® 3100 SP File Name: BC CALC Project: F602 Job Name: DENNIS SULLIVAN Description: BEAM MASTER BEDROOM Address: LOT 4 GREAT POND RD Specifier: City, State, Zip: N. ANDOVER, MA Designer: Customer: Company: Code reports: ICSO 5512, NER 629 Misc: BO 2880 lbs LL 1100 lbs DL General Data 15921 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 12-00-00 Live Load: 30 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARDTM BOISE GLULAMT"' VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 30 psf 110 psf Tributary 12-00-00 00 ft dk Total Horizontal Length - 16-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 16-00-00 Live Dead Controls Summary Control Type Value Moment 15921 ft -lbs Neg. Moment 0 ft -lbs End Shear 3488 lbs Total Load Defl. U383 (0.501 ") Live Load Defl. U530 (0.362") Max Defl. 0.501" % Allowable Duration 49.9% 100% n/a 100% 28.9% 100% 62.6% 90.6% 50.1% B1 2880 lbs LL 1100 lbs DL Value Trib. Dur. 30 psf 12-00-00 100% 10 psf 12-00-00 90% Load Case Span Location 2 1 -Internal 1 -Left 1 1 1 Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c=4" d=12" e=3" ,BOISE- . BC CALC® 2003 DESIGN REPORT - US Wednesday, December 08, 2004 14:32 Double 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB03 Job Name: DENNIS SULLIVAN Description: LOFT BEAM Address: LOT 4 GREAT POND RD Specifier: City, State, Zip: N. ANDOVER, MA Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 1680 lbs LL 1256 lbs DL General Data 35 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 08-00-00 Live Load: 35 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERO, BCI(@, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"' VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@), VERSA -STRAND TM, VERSA -STUD@, ALLJOISTO and AJST11 are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 35 psf 115 psf Tributary08-00-00 011 j Total Horizontal Length - 12-00-00 Load Summary ID Description Load Type Ref. Start End S Standard Load Unf. Area Left 00-00-00 12-00-00 Unf. Lin. Controls Summary Control Type Value Moment 8808 ft -lbs Neg. Moment 0 ft -lbs End Shear 2549 lbs Total Load Defl. L/315 (0.457") Live Load Defl. L/551 (0.261 ") Max Defl. 0.457" Left 00-00-00 12-00-00 B1 1680 lbs LL 1256 lbs DL Type Value Trib. Dur. Live 35 psf 08-00-00 100% Dead 15 psf 08-00-00 90% Live 0 plf n/a 90% Dead 80 plf n/a 90% % Allowable Duration 63.1% 100% n/a 100% 39.6% 100% 76.1% 87.1% 45.7% Load Case Span Location 2 1 - Internal 1 -Left 1 1 1 Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c = 2-3/4" d=12" ri ,BO®SIETM BC CALC® 2003 DESIGN REPORT - US Wednesday, December 08, 2004 14:32 Triple 1 3/4" X 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB04 Job Name: DENNIS SULLIVAN Description: BEAM OVER STAIRS Address: LOT 4 GREAT POND RD Specifier: City, State, Zip: N. ANDOVER, MA Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 2340 lbs LL 864 lbs DL General Data 9612 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 13-00-00 Live Load: 30 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMERO, BCI@, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"' VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUSO, VERSA -STRAND TM, VERSA-STUDO, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 30 psf i 10 psf Tributary13-00-00 Total Horizontal Length - 12-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 12-00-00 Live Dead Controls Summary Control Type Value Moment 9612 ft -lbs Neg. Moment 0 ft -lbs End Shear 2781 lbs Total Load Defl. U434 (0.332") Live Load Defl. U594 (0.243") Max Defl. 0.332" % Allowable Duration 45.9% 100% n/a 100% 28.8% 100% 55.4% 80.9% 33.2% 61 2340 lbs LL 864 lbs DL Value Trib. Dur. 30 psf 13-00-00 100% 10 psf 13-00-00 90% Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails a = 2'• b=3" C = 2-3/4" d=12" e=3" soim- BC CALC® 2003 DESIGN REPORT - US Wednesday, December 08, 2004 14:32 A _ Double 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB05 Job Name: DENNIS SULLIVAN Description: BEAM OVER WHIRLPOOL Address: LOT 4 GREAT POND RD Specifier: City, State, Zip: N. ANDOVER, MA Designer: Customer:Company: 1 Code reports: ICBO 5512, NER 629 Misc: General Data 8867 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 07-00-00 Live Load: 40 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERO, BCIO, BC RIM BOARDTM, BC OSB RIM BOARD-, BOISE GLULAMT"" VERSA -LAM(@, VERSA-RIMO, VERSA -RIM PLUS(@, VERSA -STRAND TM, VERSA-STUDO, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End S Standard Load Unf. Area Left 00-00-00 10-00-00 Unf. Area Controls Summary Control Type Value Moment 8867 ft -lbs Neg. Moment 0 ft -lbs End Shear 2985 lbs Total Load Defl. L/376 (0.319") Live Load Defl. L/508 (0.236") Max Defl. 0.319" Left 00-00-00 10-00-00 Type Value Trib. Dur. Live 40 psf 07-00-00 100% Dead 10 psf 07-00-00 90% Live 35 psf 07-00-00 100% Dead 15 psf 07-00-00 90% % Allowable Duration 63.5% 100% n/a 100% 46.4% 100% 63.8% 94.5% 31.9% Load Case Span Location 2 1 -Internal 1 -Left 1 1 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c = 2-3/4" d=12" Nil BC CALC® 2003 DESIGN REPORT - US Wednesday, December os, 2004 14:32 J � -Quadruple 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: F1306 Job Name: DENNIS SULLIVAN Description: 2ND FLOOR BEDROOM 3&4 Address: LOT 4 GREAT POND RD Specifier: City, State, Zip: N. ANDOVER, MA Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: 1 I Standard Load - 30 psf i 10 psf Tributary 16-00-00 pw '' %� ; �. ,,,+.�a��N +�.� . , ;, - � � . , - y.,,,, � � „ra _.�„ . , � . ,��a.� � . �'; •. , .. , �d .,,iib .� .�� •„ AM BO 3120 lbs LL 1552 lbs DL General Data 15183 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 16-00-00 Live Load: 30 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARD TM, BC OSB RIM BOARD-, BOISE GLULAMTM VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND TM, VERSA-STUDO, ALLJOISTO and AJ STM are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 13-00-00 Load Summary ID Description Load Type Ref. Start End S Standard Load Unf. Area Left 00-00-00 13-00-00 Unf. Lin. Controls Summary Control Type Value Moment 15183 ft -lbs Neg. Moment 0 ft -lbs End Shear 4103 lbs Total Load Defl. L/338 (0.462") Live Load Defl. U506 (0.308") Max Defl. 0.462" Left 00-00-00 13-00-00 B1 3120 lbs LL 1552 lbs DL Type Value Trib. Dur. Live 30 psf 16-00-00 100% Dead 10 psf 16-00-00 90% Live 0 plf n/a 115% Dead 60 plf n/a 90% % Allowable Duration 54.4% 100% n/a 100% 31.9% 100% 71.0% 94.9% 46.2% Load Case Span Location 2 1 -Internal 1 - Left 1 1 1 Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Beams 7 inches wide will be assumed to be either top -loaded only, or equally loaded from each side. Bolts are assumed to be Grade 5 or higher. Member has no side loads. Connectors are: 1/2 in. 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Ud1:N r A.0ation No. f Date A TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check #" �D 18276 Building Inspector R-7", z 0 U h% O L O w Z CD CL O h Q C d7 I O� � .0 CIO Q Ma C �E m m CD Cl CD 3.0 cc CD m � 0 0 a =< ca S C +-' cc �_ .= O D C Z CD V y cc C c C d H Q U W W 19 LLIW to o H a A a Lt1 a Aw_ a a r C h vV •dam JOE w C •a, c9i � 0 � 0u w � 0 c� � U � q w" A, � 0 is q W ' ab o u -A.. c Nolow m ..Cno o 0-4 �' o z cn .i. cn z 0 U h% O L O w Z CD CL O h Q C d7 I O� � .0 CIO Q Ma C �E m m CD Cl CD 3.0 cc CD m � 0 0 a =< ca S C +-' cc �_ .= O D C Z CD V y cc C c C d H Q U W W 19 LLIW to r C h vV •dam d C ev ev m C -A.. c Nolow m CD to r;Ec z�Cc* cm cm y ev CD Q Ofas c •- ` My c �.yo o 0 CD m g C co:a2 m cn 'Ccc �►c ya •c acs m O m V N O O: c Q o c m a F- w OCH COD W c 'COD+t.. •O Z Z +• •H O O �... cc dt • C •i Q CO2cm Z O V3 CD CDFE cca m L.. y r— .c w a 3 m z 0 U h% O L O w Z CD CL O h Q C d7 I O� � .0 CIO Q Ma C �E m m CD Cl CD 3.0 cc CD m � 0 0 a =< ca S C +-' cc �_ .= O D C Z CD V y cc C c C d H Q U W W 19 LLIW to .e Paul D..M*y, P.E. Engineering Consultant March 27, 2006 Mr. Gerald Brown Inspector of Buildings Norte. Andover Building Department 400 Osgood Street North Andover, MA 01845 Yk 67- Re: Lot #2 Great Pond koad North Andover, MA Dear Mr. Brown, 17 Richfield Road Arlington, MA 02474 (781)643-9473 Attached are the calculations for the LVL beams installed at Lot #2 Great Pond Road in North Andover, MA. Please note that the following corrective action is required: 1. All raultiple member LVL's shall be connected using (2) rows of 16d nails at 12 inches on center (each side) in accordance with the maw ufacturer's specifications. 2. The triple 13/4"x11'/V" LVL beam (0) on the I" floor above the garage cannot span more than W-0". A new lally column needs to be installed on the existing footing so that the maximum span is 16'-0". Install new laity columns at each end of the triple 13/4"x9;," LVL beam (4-9) on the I" floor at the front entrance. If you ShOUld have any questions, please call me at (781) 643-9473. Respectfully Submttted, Paul D. Maloy, P.E. Attachments PAUt.cS. D. G AF MALOY n U STr?UCTU13AL No. 42687 J LVL Beam Calculations Lot #2 Great Pond Road North Andover, MA PAUL D• m MALOY STRUCTURAL -o No. 42687 ' r\ ``_SS1JtJAt �e�`�_� �y G 3/T-7 Prepared by: Paul D. Maloy, P.E. BOISE, Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF Floor Beam1FB01 BC CALC® 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Thursday, March 23, 2006 18:38 Build 141 File Name: BC CALC Project Job Name: Description: 3rd floor beam above master bedroom Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: Controls Summary Value f Duration Load Case 9d,� a � wx .. 1.01-00 Pos. Moment 50.7% 18- 1 1 - Internal B0, 3-1/2" 2918 lbs 24.6% B1, 3-1/2" LL 2170 lbs 1 - Left Total Load Defl. LL 2170 lbs DL 1230 lbs 1 DL 1230 lbs Live Load Defl. Total Horizontal Product Length = 18-01-00 60.5% Load Summary Live Dead Snow Wind Roof Live 0.557" Tag Description Load Type Ref. Start End 100% 90%_ 115% 133% 125% Trib. 1 Unf. Area Left 00-00-00 18-01-00 20 psf 10 psf n/a 12-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 14601 ft -lbs 50.7% 100% 1 1 - Internal End Shear 2918 lbs 24.6% 100% 1 1 - Left Total Load Defl. L/380 (0.557") 63.2% 1 1 Live Load Defl. U595 (0.356") 60.5% 1 1 Max Defl. 0.557" 55.7% 1 1 Span / Depth 17.8 n/a 1 % Allow % Allow Bearing Supports Dim (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 3400 lbs n/2 137.0% Unspecified 61 Post 3-1/2" x 3-1/2" 3400 lbs n/a 37.0% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Nnta_c Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram ,7 ► b �— tom– d �1 a o o c e O ° a minimum = 2" c = 7-7/8" b minimum = 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER@ , AJSTM, ALLJOIST@ , BC RIM BOARDTm, BCI®, BOISE GLULAMM, SIMPLE FRAMING SYSTEM®, VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND TM, VERSA -STUD@ are trademarks of Boise Wood Products, L.L.C. 1301SE- Triple 1-3/4" x 9-1/2" VERSA -LAM® 2.0 2800 DF Floor Beam\F1302 BC CALCO 9.2 Design Report - US 1 span I No cantilevers 0/12 slope Thursday, March 23, 2006 18:45 Build 141 File Name: BC CALC Project Job Name: Description: 3rd floor beam at front entrance Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: B0, 3-1/2" B1, 3-1/2" LL 824 lbs LL 824 lbs DL 486 lbs DL 486 lbs Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed Notes Design meets Code minimum (L1240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram b 1-- tom— d �f a o o c e o 0 0 a minimum = 2" c = 5-1/2" b minimum = 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALCO, BC1 FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAMM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM' VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. Total Horizontal Product Length = 11-06-00 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 Left 00-00-00 11-06-00 20 psf 10 psf 07-02-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3472 ft -lbs 18.4% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1063 lbs 11.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U1305 (0.102") 18.4% 1 1 output as evidence of suitability for Live Load Defl. L/2074 (0.064") 17.4% 1 1 particular application. Output here based Max Defl. 0.102" 10.2% 1 1 on building code -accepted design properties and analysis methods. Span / Depth 13.9 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" 1310 lbs n/a 14.3% Unspecified or ask questions, please call B1 Post 3-1/2" x 3-1/2" 1310 lbs n/a 14.3% Unspecified (800)232-0788 before installation. Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed Notes Design meets Code minimum (L1240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram b 1-- tom— d �f a o o c e o 0 0 a minimum = 2" c = 5-1/2" b minimum = 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALCO, BC1 FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAMM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM' VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. 130iSE" Triple 1-3/4" x 9-1/2" VERSA -LAM® 2.0 2800 DF Floor Beam\F1303 BC CALC® 9.2 Design Report- US 1 span I No cantilevers 10/12 slope Thursday, March 23, 2006 18:44 Build 141 File Name: BC CALC Project Job Name: Description: 3rd floor beam above stariway Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: B0, 3-1/2" LL 1754 lbs DL 951 lbs B1, 3-1/2" LL 1754 lbs DL 951 lbs Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram —I b f-- id– ►t a ° o c e ° ° ° a minimum = 2" c = 5-1/2" b minimum = 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALC®, BC FRAMER®, AJSTM ALLJOIST®, BC RIM BOARD TM, BCI® , BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. Total Horizontal Product Length = 11-06-00 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 Left 00-00-00 11-06-00 20 psf 10 psf 15-03-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7167 ft -lbs 37.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2195 lbs 23.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U632 (0.21") 38.0% 1 1 output as evidence of suitability for Live Load Defl. U974 (0.136") 36.9% 1 1 particular application. Output here based Max Defl. 0.21" 21.0% 0% 1 1 on building code -accepted design properties and analysis methods. Span / Depth p p 1.21 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" 2704 lbs n/a 29.4% Unspecified or ask questions, please call B1 Post 3-1/2" x 3-1/2" 2704 lbs n/a 29.4% Unspecified (800)232-0788 before installation. Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram —I b f-- id– ►t a ° o c e ° ° ° a minimum = 2" c = 5-1/2" b minimum = 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALC®, BC FRAMER®, AJSTM ALLJOIST®, BC RIM BOARD TM, BCI® , BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. 1301SE- Triple 1-3/4" x 9-1/2" VERSA -LAM® 2.0 2800 DF Floor Beam\F1304 8C CALC® 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Thursday, March 23, 2006 18:47 Build 141 File Name: BC CALC Project Job Name: Description: 3rd floor beam above bedrooms Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: B0, 3-1/2" B1, 3-1/2" LL 1960 lbs LL 1960 lbs DL 1070 lbs DL 1070 lbs Total Horizontal Product Length = 14-00-00 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 Left 00-00-00 14-00-00 20 psf 10 psf 14-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Disclosure Pos. Moment 9921 ft -lbs 52.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2561 lbs 27.0% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U372 (0.437") 64.5% 1 1 output as evidence of suitability for Live Load Defl. U575 (0.282") 62.6% 1 1 particular application. Output here based Max Defl. 0.437" 43.7% 1 1 on building code -accepted design properties and analysis methods. Span/ Depth 17.1 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" 3030 lbs n/a 33.0% Unspecified or ask questions, please call B1 Post 3-1/2" x 3-1/2" 3030 lbs n/a 33.0% Unspecified (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, Cautions ALLJOISTO , BC RIM BOARD-, BCI® , Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMT"" SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®, VERSA -LAME), VERSA -RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS®, VERSA -RIM®, VERSA -STRAND ,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram b d a o o c e o 0 0 a minimum = 2" c = 5-1/2" b minimum = 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE" Triple 1-3/4" x 14" VERSA -LAM® 2.0 2800 DF Floor Beam1F1305 BC CALCB 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Thursday, March 23, 2006 18:52 Build 141 File Name: BC CALC Project Job Name: Description: 2nd floor beam above family room Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: Total Horizontal Product Length = 18-00-00 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 Left 00-00-00 18-00-00 35 psf 10 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case liftkk Pos. Moment 21497 ft -lbs 54.6% 100% 1 1 - Internal End Shear 4215 lbs 30.2% 100% 1 1 - Left Total Load Defl. 0424 (0.496") 56.5% 1 1 Live Load Defl. L/565 (0.373") 63.7% 1 18-00-00 Max Defl. 0.496" 49.6% 1 1 B0, 3-1/2" 1 % Allow % Allow B1, 3-1/2" LL.3780 lbs Material BO Post 3-1/2" x 3-1/2" 5030 lbs n/a 54.7% LL 3780 lbs DL 1250 lbs Unspecified Cautions DL 1250 lbs Total Horizontal Product Length = 18-00-00 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 Left 00-00-00 18-00-00 35 psf 10 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span.Location Pos. Moment 21497 ft -lbs 54.6% 100% 1 1 - Internal End Shear 4215 lbs 30.2% 100% 1 1 - Left Total Load Defl. 0424 (0.496") 56.5% 1 1 Live Load Defl. L/565 (0.373") 63.7% 1 1 Max Defl. 0.496" 49.6% 1 1 Span / Depth 15.0 n/a 1 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 5030 lbs n/a 54.7% Unspecified B1 Post 3-1/2" x 3-1/2" 5030 lbs n/a 54.7% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diaaram b —d a o o c e o 0 0 a minimum = 2" c = 10" b minimum = 3" d = 12" e minimum = 3" Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCS, BC FRAMERS, AJSTM, ALLJOISTS , BC RIM BOARDTM, BCI® , BOISE GLULAM-, SIMPLE FRAMING SYSTEMS, VERSA -LAMS, VERSA -RIM PLUS®, VERSA -RIMS, VERSA-STRANDTM, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. 'B0®SE" Triple 1-3/4" x 11-7/8" VERSA-LAM(R)2.0 2800 DF Floor Beam\FB06 BC CALCO 9.2 Design Report - US 6 spans I No cantilevers 10/12 slope Thursday, March 23, 2006 19:00 Build 141 File Name: BC CALC Project Job Name: Description: 1 st floor main beam in basement Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: e- L Value 3 x a , t N Dead Snow Wind Roof Live Pos. Moment Tag Description Load Type Ref. 07-00-00 100% 06-10-00 06-00-00 05-07-00 07-02-00 07-07-00 B0, 5-1/4" B1, 5-1/4" B2, 5-1/4" B3, 5-1/4" B4, 5-1/4" B5, 5-1/4" B6, 5-1/4" LL 4104 lbs LL 9885 lbs LL 9046 lbs LL 8205 lbs LL 9123 lbs LL 10566 lbs LL 4381 lbs DL 1202 lbs DL 3117 lbs DL 2566 lbs DL 2261 lbs DL 2487 lbs DL 3380 lbs DL 1296 lbs Total Horizontal Product Length = 40-02-00 Load Summary Value % Allowable Duration Live Dead Snow Wind Roof Live Pos. Moment Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 40-02-00 40 psf 10 psf 13-00-00 2 2nd floor Unf. Area Left 00-00-00 40-02-00 35 psf 10 psf 13-00-00 3 Attic Unf. Area Left 00-00-00 40-02-00 2& psf 10 psf 13-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 7806 ft -lbs 27.1% 100% 16 6 - Internal Neg. Moment -9646 ft -lbs 33.5% 100% 26 5 - Right End Shear -3335 lbs 28.2% 100% 16 6 - Right Cont. Shear 5270 lbs 44.5% 100% 26 6 - Left Total Load Defl. U1933 (0.045') 12.4% 16 6 Live Load Defl. U2367 (0.037") 15.2% 16 6 Total Neg. Defl. -0.015' 3.0% 16 5 Max Defl. 0.045' 4.5% 16 6 Span / Depth 7.3 n/a 6 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 5-1/4" x 5-1/4" 5306 lbs n/a 25.7% Unspecified B1 Post 5-1/4" x 5-1/4" 13002 lbs n/a 62.9% Unspecified B2 Post 5-1/4" x 5-1/4" 11612 lbs n/a 56.2% Unspecified B3 Post 5-1/4" x 5-1/4" 10466 lbs n/a 50.6% Unspecified B4 Post 5-1/4" x 5-1/4" 11610 lbs n/a 56.2% Unspecified B5 Post 5-1/4" x 5-1/4" 13946 lbs n/a 67.5% Unspecified B6 Post 5-1/4" x 5-1/4" 5677 lbs n/a 27.5% Unspecified Cautions Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. Column at Bearing B4 analyzed for bearing only, column analysis has not been performed. Column at Bearing B5 analyzed for bearing only, column analysis has not been performed. Column at Bearing B6 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code,minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERO , AJSTM, ALLJOISTO , BC RIM BOARD M, BCIO , BOISE GLULAMTMSIMPLE FRAMING SYSTEMO , VERSA-LAMO, VERSA -RIM PLUSO , VERSA -RIM@, VERSA -STRAND TM, VERSA -STUD@ are trademarks of Boise Wood Products, L.L.C. 130iSE- Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 2800 DF Floor Beam\FB06 BC CALCO 9.2 Design Report - US 6 spans I No cantilevers 10/12 slope Thursday, March 23, 2006 19:00 Build 141 File Name: BC CALC Project Job Name: Description: 1st floor main beam in basement Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: Connection Diagram c—i b FF i . d —►+ a I I I o � o c e o 0 0 a minimum = 2" c = 7-7/8" b minimum = 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 BOSSE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 200 2800 DF Floor Beam\FB07 BC CALCO 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Thursday, March 23, 2006 19:02 Build 141 File Name: BC CALC Project Job Name: Description: 1 st floor beam in garage Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR-1040 Misc: V B1, 3-1/2" 80, 3-1/2" LL 3960 lbs LL 3960 lbs DL 1122 lbs DL 1122 lbs Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram �:+►i b l— Imo-- d L a o o c e o o O a minimum = 2" c = 7-7/8" b minimum = 3" d = 12" e minimum = 3" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALCO, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD M, BCI& , BOISE GLULAMM, SIMPLE FRAMING SYSTEM®, VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM®, VERSA-STRANDTM', VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. Total Horizontal Product Length = 16-06-00 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 Left 00-00-00 16-06-00 40 psf 10 psf 12-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Disclosure Pos. Moment 19815 ft -lbs 68.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4293 lbs 36.2% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U307 (0.626") 78.1% 1 1 output as evidence of suitability for particular application. Output here based Live Load Defl. U394 0.488" (0.488") 91.3% 1 1 on building code -accepted design Max Defl. 0.626" 62.6% 1 1 properties and analysis methods. Span / Depth 16.2 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" 5082 lbs n/a 55.3% Unspecified or ask questions, please call (800)232-0788 before installation. B1 Post 3-1/2" x 3-1/2" 5082 lbs n/a 55.3% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed Member is not fully supported at post B1. A connector is required at this bearing. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram �:+►i b l— Imo-- d L a o o c e o o O a minimum = 2" c = 7-7/8" b minimum = 3" d = 12" e minimum = 3" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALCO, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD M, BCI& , BOISE GLULAMM, SIMPLE FRAMING SYSTEM®, VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM®, VERSA-STRANDTM', VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. BOISE" Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF Floor Beam\F1308 BC CALC® 9.2 Design Report - US 3 spans I No cantilevers 10/12 slope Thursday, March 23, 2006 19:07 Build 141 File Name: BC CALC Project Job Name: Description: 1 st floor beam in garage Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: Total Horizontal Product Length = 23-11-00 Load Summary Tag Description Load Type 0 Start End Live Dead 100% 90% Snow Wind Roof Live 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 06-00-00 08-05-00 09-06-00 40 psf 10 psf B0, 3-1/2" B1, 5-1/4" B2, 5-1/4" B3, 3-1/2" LL 2799 lbs LL 7701 lbs LL 9578 lbs LL 3832 lbs DL 605 lbs DL 1872 lbs DL 2644 lbs DL 1002 lbs Total Horizontal Product Length = 23-11-00 Load Summary Tag Description Load Type Ref. Start End Live Dead 100% 90% Snow Wind Roof Live 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 23-11-00 40 psf 10 psf 12-00-00 2 2nd floor Unf. Area Left 00-00-00 23-11-00 35 psf 10 psf 12-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Disclosure Pos. Moment 9030 ft -lbs 31.3% 100% 14 3 - Internal Completeness and accuracy of input must Neg. Moment -10579 ft -lbs 36.7% 100% 20 2 - Right be verified by anyone who would rely on End Shear -3353 lbs 28.3% 100% 14 3 - Right output as evidence of suitability for Cont. Shear 5103 lbs 43.1% 100% 20 3 - Left particular application. Output here based Uplift P 67 lbs n/a 16 1 -Left on building code -accepted design L.L.C. properties and analysis methods. Total Load Defl. U1304 (0.085") 18.4% 14 3 Installation of BOISE engineered wood Live Load Defl. U1583 (0.07") 22.7% 14 3 products must be in accordance with Total Neg. Defl. -0.026" 5.1% 14 2 current Installation Guide and applicable Max Defl. 0.085" 8.5% 14 3 building codes. To obtain Installation Guide Span / Depth 9.4 n/a 3 or ask questions, please call (800)232-0788 before installation. Cautions Uplift of 67 lbs found at span 1 - Left. Member isnot fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B3. A connector is required at this bearing. Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240) Total load deflection criteria Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 2 % Allow % Allow BC CALC®, BC FRAMER®, AJSTM, Bearing Supports Dim. (L x W) Value Support Member Material ALLJOISTO , BC RIM BOARDTM, BCI(D, BO Post 3-1/2" x 3-1/2" 3404 lbs n/a 37.1% Unspecified BOISE GLULAMTM, SIMPLE FRAMING B1 Post 5-1/4" x 5-1/4" 9573 lbs n/a 46.3% Unspecified SYSTEM®, VERSA -LAM®, VERSA -RIM B2 Post 5-1/4" x 5-1/4" 12221 lbs n/a 59.1% Unspecified PLUS®, VERSA -RIM®, 63 Post 3-1/2" x 3-1/2" 4834 lbs n/a 52.6% Unspecified VERSA -STRAND TM, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 67 lbs found at span 1 - Left. Member isnot fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B3. A connector is required at this bearing. Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240) Total load deflection criteria Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 2 si oise. Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF Floor Beam\FB08 BC CALC® 9.2 Design Report - US 3 spans No cantilevers 0/12 slope Thursday, March 23, 2006 19:07 Build 141 File Name: BC CALC Project Job Name: Description: 1 st floor beam in garage Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: Connection Diagram b —d a 0 0 c e 0 0 0 a minimum = 2 c = 7-7/8" b minimum = 3" d = 12" e minimum = 3" Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 POISE- Double 1-3/4" x 9-1/4" VERSA -LAM® 2.0 2800 DF Floor BeamT1309 BC CALC® 9.2 Design Report - US 1 span No cantilevers 10/12 slope Thursday, March 23, 2006 19:09 Build 141 File Name: BC CALC Project Job Name: Description: 1 st floor beam at front entrance Address: Lot #2 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: �,. < 10-00-00 B0, 3-1/2" LL 1600 lbs DL 442 lbs B1,3-1/2" LL 1600 lbs DL 442 lbs Cautions Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram a minimum = 2 c = 5-1/4" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD TM, BCI®, BOISE GLULAMT"', SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND TM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. Total Horizontal Product Length = 10-00-00 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 Left 00-00-00 10-00-00 40 psf 10 psf 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4647 ft -lbs 38.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1608 lbs 26.1% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/694 (0.165") 34.6% 1 1 output as evidence of suitability for Live Load Defl. U886 (0.129") 40.6% 1 1 particular application. Output here based Max Defl. 0.165" 16.5% 1 1 on building code -accepted design properties and analysis methods. Span / Depth 12.4 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" 2042 lbs n/a 22.2% Unspecified or ask questions, please call B1 Post 3-1/2" x 3-1/2" 2042 lbs n/a 22.2% Unspecified (800)232-0788 before installation. Cautions Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram a minimum = 2 c = 5-1/4" b minimum = 3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD TM, BCI®, BOISE GLULAMT"', SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND TM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. Paul D. -Vly, P.E. Engineering Consultant .. 7 . '- - . - ,,I April 3, 2006 Mr. Gerald Brown Inspector of Buildings North Andover Building Department 400 Osgood Street North Andover, MA 01845 X6795 Re: Lot #2/Great Pond Road `a. North Andover, M.F. Dear Mr. Brown, 17 Richfield Road Arlington, MA 02474 (781)643-9473 This is to certify that I hove inspected the installation of the structural LVL beams for the house located at Lot #2 Great Pond Road in North Andover, MA and performed a structural analysis fc,r each beans. To the best of my knowledge, information and belief, the work has been done in conformance with the provisions of the Massachusetts State Building Code. If you should have any questions, lease call me at 781 643-9473. .� P Respectfully Submitted, C'jA'-1 Paul D. Maloy, P.E. �? PAUL a D. Nl X- HALOY -a o STRUCTURAL i� No. 42587 SFGIST E�� SiOIq L� j,�'*l Date -02 .... %.6. a.4�.......... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that 69T',v. + C I - = has permission to perform �.................................... wiring in the building of at ...............7.1r-`i."�.�.....r !.... jj............ , North Andover, Mass. .A� ... Lic. No.�� &'� r .. .. Fee..A.-7 ...q.©� ............. .......� ,�.................... ELEcrRIC NSP �C R' Check # 4 VVV 6462 Commonwealth of Massachusetts t)flicial I c Only, Department of Fire Services j Permit N :Y Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS I[Rev.9,05] ,j,a,,,hkink) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to he performed in ;accordance with the \-lassachusetts Hcctrical Cock (\tEC). 527 CMR 12.00 (PLE,ISE PRINT LV LVW OR TYPE, ILL LVFORJ1 I TIO,V) Date: �- 1j4,6 6 Cit --or Town of: To 11ie h7.spec•lor ol'4'71-es: By (his application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Owner or Tenant Owner's Address Is this permit in conjunction with a building permit? Yes 0' Purpose of Building 2)1l0� " Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of ;Meters New Service +o Amps j'ta / 2-�-o Volts Overhead ❑ Undgrd No. of Meters Number of Feeders and Ampacity- 0, pb Location and Nature of Proposed Electrical Work: /j �y��I07_ _.Q , ;. 0,� No ❑ (Check Appropriate Box) Utility Authorization No. V Completion u/ tlreJb(lrnrirt lah(e nrav be uaired by the hrst,ech r uJ'FI'ir-1!S No. of Recessed Luminaires No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of LuminairesAbove 8 In- Swimming Pool rnd. ❑ rad. ❑ N o. o Emergency Lighting Battery Units No. of Receptacle Outlets So No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches 3S` No. of Cas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. e:2 Total /0 ns �No. of Alerting Devices No. of Waste Disposers Heat Pump Totals: Number Tons _......._....._........... KW iNo. of Self -Contained Detection/A lerting 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 Heaters No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No, of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Ilterclt alclitiorurr drinil i desircd, o(' us rcc/uired by rhe (n.cpertor'of If 7r,_. . a Estimated Value of Elect ical Work: (� hen required by municipal policy.) �kork to Start: a2 /S o G 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 play issue unless; the licensee provides proof of liability insurance including"cornpleted operation•' cuvera�e or its substantial equivalent. fhe undersigned certifies that such coyer; e is in force, and has cxhibitcd proof of sanle to the permit issuing. office. CI IEC'K ONE: INSURANCE BOND ❑ 01-11ER ❑ (Spccily:) I cerli .jr, under the palms unr .1yeit rrllie-s g1'pejury, rhnr the ;n jorrnolron o„ Ibis applicareon is rrdie um/ cuitiplele FIRM NAME:_ 6A,--rlA/ 6Z 4c-7-f�lG L.C.. C- %LIC. I`lO.: / 3$i10 A Licensee: 120'3!�/LT G �a T!!t! S/Lii;natuteJ��'tr LIC. NO.: ll,mt;li •able, :ulcr c. cmt,r" in the' /ictrsc r;umberi'ine., Bus. Tel. No.• 66'3 Address: P°y• 4a X 2f�� D17nl1i4 4-,6 IVAI 03 S:lit. Tel. No.:_ � a "Security System Contractor License required for this work; if applicable, enter the license number here: OWNER'S INSURANCE W RIVER: I and aw.tre that the Licensee does rot have the liability insurance covcra,=e Ilk%rnlally required by law. By Illy signature below, I hereby waive this requirement. I and the (check one) ❑ owner ❑ owner's ,agent. Owner/Agent T I F " ::iignatua e d dleljhone No. 0 .�.F. R.'VI1 % FF, F: 4 U Commonwealth of Massachusetts 011-1cial (:se 011IN -nlit Pet n. Department of Fire Services I Occupancy and Fee Checked %, BOARD OF FIRE PREVENTION REGULATIONS .[Rev. 9,05] Ileaveblank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All \\ork to he performed in acarrdancc ccith the iMassachusetts IaectricaI Code t�IF.CI. 527 C%1R 12.00 (f'LE:ISE MINT LVINK OR TYPE, ILL LVFOR.tf ITION) Date: City or Town of: To the fnspeclor• n/•(Vi -es: By this applictttiorrthe undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) . 79 $� vi ��s�-�( /ft -mote Owner or Tenant Owner's Address -3-3/ Is this permit in conjunction with a building permit? Yes [e— No ❑ Purpose of Building. ,a . 0,1, Existing Service Amps / Volts Overhead ❑ New Service . P-oo Amps L -1e / 24�6 Volts (Check Appropriate Box) Utility Authorization No. Overhead ❑ Undgrd ❑ No. of ;Meters Undgrd No. of Meters Number of Feeders and Ampacity -- 40 � )-. oo /I Location and Nature of Proposed Electrical Work: Completion a/ /lie follnn ing /able rnav be a aired by the hispet-for o/ IVires No. of Recessed Luminaires 1 ;1. No. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminairesabove D In- Swimming Pool g rnd. ❑. rnd. ❑ o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches 3S- No. of Gas Burners No. o Detection and Initiating Devices No. of Ranges No. of Air Cond. �t . Total /0 Tons No. of Alerting Devices g No. of Waste Disposers Heat Pump Totals: Number _. Tons ....._..............._................. KW 1 No. of Self -Contained Detection/A lerting Devices No. of Dishwashers - Space/Area Heating KW Local El itilunicipal ❑ Other Connection No. of Dryers "eating Appliances g pp. KW Security Systems:* No. of Devices or Equivalent No. of Water K'W. Heaters . No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent _ No. Hydromassage Bathtubs No, of Motors Total HP _ Telecommunications Wiring: No. of Devices or Equivalent OTHER: UMIL atIditional detail it rh•sired. or (is rrcluired by the hisprclw )"I I 'Ifc— Estimated Value of Elect deal Work: ( When required by municipal policy.) . �tiark to Start: 02 /S- o G Inspections to be requested in accordance with NIEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance ofclectrical work may issue unles,. the licensee provides proof of liability insurance including completed operati I coverage or its substantial equivalent. "! hW undersill ned certifies that such cO�er: �e is in force, and has c•:hibited proof of nie to the permit is:,uin uftice. C HECK ONE: INSURANCE 13.)ND ❑ OTii[-:R ❑ (Spccily:) I c•er1yj,, xrnder the pains unrl pen/rllies of perjury, Ittal the infi)rmolion on this ripe l ty.fion is true and c•ontlVete. FIRM NAME: 6/0.,T/n/ ,61 A5C rXI-1c 4-4- C- LIC. 1"IO.: / 3 N'U A Licensee: Aod4lt - (r �a�Tist/ , ;ii;natute�G LIC. NO.: A43, � (l/ applicable, Lr'ler '•r.venry)t - in /ht.• /;cc n; r r;ranhej- iine.l Bus. Tel. No.: Address: 'y• 4aX-fjI ,(�,+VA4XII-LEt✓d✓ 038j Aft. Tel. No.:_ Security System Contractor license required for this work; if applicable, enter the license number here: _ OWNER'S INSURANCE NNAIVER: I sun aware that the Licensee dues nal have the liability insurance covera_e nc:rmally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owners ,rgent. Owner/Agent fv ;:signature T;IEt;hone lo. P'R;617 F'F,F'e �`%� P,L, �4 0 t-,� 5��IZu lv-, rC-d S-ec- 1 2,'1_0�7 j 1� Date.OA�.'. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that . //0 //. { . ( ... /(x." . ............. has permission to perform .................. plumbing in the buildings of ... ..................... at ... ?. ......... North Andover, Mass. Fee. Lic. No../ PLUMBING INSPECTOR Check 6840 µ, w MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS Date Building Locatio wners Name Permit # _ 5 / _ Tvpe of Occunancv Amount New ® Renovation 1:1 Replacement 0 Plans Submitted Yes ❑ No ❑ FIXTURES r _ • i • 3 MMMMM W MM r, • "Mm"nMMMMMW MMM MMMMM MMMMM �� „• 0MOMMM MMEMMMMMM MMMMMMMM MMMWMMMWMMM� (Print or type)jam", L Check one: Certificate Installing Company NameL L at �3 T � ❑Corp. Address rJ l vX1 14 C20 f 0 Partner. Business Telephone �' Firm/Co. Name of Licensed Plumber: _/� Insurance Coverage: Indicate the ty insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ Bond ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent El I hereby certify that all of the details and information I have su itted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and inst alio performed under Permit Issued r this application will be in compliance with all pertinent provisions of the Massach It tate P mbi odea apter eneral Laws. By'igna o icense um Title er Type of Plumbing License � . City/Town Icense umDer Master Journeyman 13APPROVED (OFFICE USE ONLY February 5, 2006 Plumbing Inspector Town of North Andover 400 Osgood Street North Andover, MA RE: 795 & 855 Great Pond Road, North Andover, MA 01845 Dear Sir: Kindly accept this letter as notice that the new plumber for the above -referenced projects will be Paul E. Martin Plumbing. Would you please note the file and transfer the permit accordingly. Mr. Martin will be in to meet with you. If you should have any questions or'comments regarding this matter, please do not hesitate to contact me. Very t ours, DA Sullivan Date. Z j /lc ......... Nun . r j TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION This certifies that `. .............. . has permission for gas installation . ;%. ..................... in the buildings of `:..:..................... . at.. Noorrt_h Andover, Mass. Fee. .lG U Lic. No..4 GASINSPECTOR Check # (-( 5- S f 5450 tvIASSACHL SEI'IS L1�1-IF'ORMAPPUCATON FOR PEIMIT TO DO GAS FTTTNNG (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Locations 7 , Owner's Name New Renovation Replacement iiiiJJJJ ,l Date C. —X - () Plans Submitted. -0f Permit #i'6 Amount ry o (Print or type) Name ustness Name of Licensed Plumber or Gas Fitter Ch,4 one: Certificate Installing Company Corp. Partner. irtn/Co. INSURANCE COVERAGE- Lneck one I have a current liability Insurance policy or it's substantial equivalent.. _ Yes ITNoO If you have checked yes, please indica ype coverage by checking the appropriate box. Liability insurance policy Other type of indemnity 1 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 13 Agent 0 i hereby certify that all of the details and information 1 nave suom best of my knowledge and that all plumbing work and installations compliance with all pertinent provisions of the Massachusetts Twt By: Title City/Town �,�PPROVED OFFICE USE ONLY) -nterea) in agove appucauon are true ana accurate to the ed under Permit Issued for this appIicat n will be in de Add Chatter 142 of t"eneraLP.�vs._.-- �re of Licensed Plumber Or Gas Fitter umber /.; 2) 3 TO is-F.i�r LiCense : um er Journeyman A MIA (Print or type) Name ustness Name of Licensed Plumber or Gas Fitter Ch,4 one: Certificate Installing Company Corp. Partner. irtn/Co. INSURANCE COVERAGE- Lneck one I have a current liability Insurance policy or it's substantial equivalent.. _ Yes ITNoO If you have checked yes, please indica ype coverage by checking the appropriate box. Liability insurance policy Other type of indemnity 1 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 13 Agent 0 i hereby certify that all of the details and information 1 nave suom best of my knowledge and that all plumbing work and installations compliance with all pertinent provisions of the Massachusetts Twt By: Title City/Town �,�PPROVED OFFICE USE ONLY) -nterea) in agove appucauon are true ana accurate to the ed under Permit Issued for this appIicat n will be in de Add Chatter 142 of t"eneraLP.�vs._.-- �re of Licensed Plumber Or Gas Fitter umber /.; 2) 3 TO is-F.i�r LiCense : um er Journeyman o . 4 � NUSES� Date.454c /.<......... . /OAF NORTH ANDOVER FOR GAS INSTALLATION This certifies that . .4—,. : r k.�.�.<A . ! ............... . has permission for gas installation . A !t-. P e .. .... . in the buildings of ......... ......... .................... at .....7-'-7-a r. Vii. /'34... :..c' ..2 North Andover, Mass. Fee. �.�.. Lic. No.. ;GAS INSPECTOR Check # 5,594 MA%ACHUSR"i1S UNIFORM APPLICATON FOR PERNIlT TO DO GAS FITTING (Type or print) Date NORTH ANDOVER, MASSACHUSETTS (} Building Locations IgrJ af 10 v' N. I) 01T 01 0 1 - Owner's Name New Renovation 1:1 Replacement 0 Plans Submitted Permit # D— / / Amount $ j� (Print or type) ^ A r, ��� n e Chec ono: Certificate Installing Company Name MussLj Address L�ber� pr Partner. Inn )NH Business Telephone ffaZr 5 Z 1 Firm/Co. Name of Licensed Plumber or Gas Fitter mr('I/`, INSURANCE COVERAGE Check on . I have a current liability Insurance policy or it's substantial equivalent. Yes No If you have checked }_es, please ' dicate the type coverage by checking the appropriate box. Liability insurance policy10 Other type of indemnity ❑ Bond 0 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. dal t y signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent I hereby certifv that all of the details and information I have snhmitted (or entered) in nhnve gnnlirntion are tore and nrrnrntP 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 Massachu§etts State Gas Codg and Chapter 1.42 of the General Laws. By: Title City/Town APPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or Gas Fitter Plumber ®C'� j tw Gas Fitter Icense um er 0 Master E] Journeyman W a a O z n x W C7 ra � w O a01 F O O O O w F O� cc C7 z ` w W F Ln w CG A d a x a w F x z F aW z H z w w c� °o °o W > Ww z aCn e o w w HC= x O x w A C7 a U C4 A a F O . SUB-BASEM ENT B A S E M ENT 1ST. FLOOR 2 N D. F L O O R 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6 T H. F L O O R 7TH. FLOOR 8TH. FLOOR (Print or type) ^ A r, ��� n e Chec ono: Certificate Installing Company Name MussLj Address L�ber� pr Partner. Inn )NH Business Telephone ffaZr 5 Z 1 Firm/Co. Name of Licensed Plumber or Gas Fitter mr('I/`, INSURANCE COVERAGE Check on . I have a current liability Insurance policy or it's substantial equivalent. Yes No If you have checked }_es, please ' dicate the type coverage by checking the appropriate box. Liability insurance policy10 Other type of indemnity ❑ Bond 0 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. dal t y signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent I hereby certifv that all of the details and information I have snhmitted (or entered) in nhnve gnnlirntion are tore and nrrnrntP 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 Massachu§etts State Gas Codg and Chapter 1.42 of the General Laws. By: Title City/Town APPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or Gas Fitter Plumber ®C'� j tw Gas Fitter Icense um er 0 Master E] Journeyman