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HomeMy WebLinkAboutMiscellaneous - 855 GREAT POND ROAD 4/30/2018Form of Notice of Casualty Loss to Building Under MASS. GEN. LAWS, Ch. 139, Sec. 3B To: Building Commissioner or Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 RE: Insured: Oleksandr Stupnitskyi & Rostislava Kanyuk- Stoupnits Property Address: 855 Great Pond Road Policy Number: HP3061611 Date/Cause of Loss: 2/25/2015, Ice Dams File or Claim Number: 32365-M Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause MASSACHUSETTS GENERAL LAWS, CHAPTER 143, SECTION 6, to be applicable. If any notice under MASSACHUSETTS GENERAL LAWS, CHAPTER 139, SECTION 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. Mike Peterson On this date, I caused copies of this Notice to be sent to the persons named above at the addresses indicated above by First Class Mail. Signature and Date ANDERSON ADJUSTMENT CO., INC. 50 Nashua Road, Suite 303 PO Box 1098 Londonderry, NH 03053 1 i' Date .................................-?- 4 -) / TOWN OF NORTH ANDOVER PERMIT FOR WIRING ` Dl�This certifies that..........................AO.L .....�..0fI S-L�........................:..... has permission to perform .................... ...........�.......... ................. wiring in the building of / TS k -Y ........................... .......................... "i at..� . th A ndover Mass................................... -.............. Fee... a�Lic. No. az � Noi LEL-MCAL INSPECTOR f/ 7 / Check #. v 8765. 0! (f°nznza/n.' .. LR °�' `rt��c�%a(� For Office Use Only (Rev, 11/99) / c c� Permit Number CD -1Jaioar�`n>;an� o� }ira �arvieae \ Occupancy & Fee BOARD OF FIRE PREVENTION REGUL4TIONS APPLICATION FOR PERMIT TO PERFORM. ELECTRICAL, WORK (ALL WORK TO BE PERFORMED WrM THE MASSACHUSETTS ELECTRICAL CODE 527 CMR 12:00) PLEASE PRINT IN INK OR TYPE ALL INFORMATION Date: AJ 0 17 T-14 City or Town of: ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location: (Street & Number) S 5- G R CA (` Pd 0 19. TZ D Owner or Tenant: (- _x S -T- o V N 1 t S (C A ©1-E4, AtiD i- STr.>'P/V KX1 Owner's Address: Is this permit in conjunction with a Building Permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building: J4?4 S I (� I N 7-1 &L Utility Authorization #: .Existing Service: CJD Amps //6 )UVolts Overhead 11 Underground. #of Meters / New Service: Amps / Volts Overhead ❑ Underground.❑ # of Meters: Number of Feeders and Ampacity: Location and Nature of Proposed Electrical Work: I -Q ( P- I N 6� APZ &9 S ,A go R 46r, /e GIZO08J 0 . 06L No. of Recessed Fixtures No. of Call.-Susp. (Paddle) Fans No. of Transformers Total KVA No. Of Lighting Outlets No, of Hot Tubs Generators KVq No. of Lighting Fixtures Swimming Pool: Above ground In Ground ❑ # of Emergency Lighting Battery Units No, of Receptacle Outlets No, of Oil Burners Fire Alarms # of zones # of Detection & Initiating Devices # of Sounding Devices: # of Self Contained Detection/Sounding Devices Local ❑ Municipal Connection ❑ Other a No, of Switches No. of Gas Bumers No. of Ranges No. of Air Conditioners TOTAL TONS: . No. of Waste Disposals Heat Pump Totals: Number. TONS: KW: Security Systems: No. of Devices or Equivalent No. of Dishwashers Space /Area Heating: KW Data Wiring, No. of Devices or Equivalent: No. of Dryers ___. Heating Appliances KW Telecommunications Wiring: No of Devices or Equivalent: No. of Water Heaters KW No. of Signs; # of Ballasts: OTHER; # of Hydro Massage Tubs No. of Motors Total HP INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or Its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit Issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ Please specify: Estimated Value of Electrical Work $ (When.required 'by municipal policy) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. 1 certify, under the pains and penalties of perjury, that the information on this application is true and complete. Licensee: // A-0 Signature: (If applicable, enter LIC. # l LIC.# shC= Bus. Tel. #f -2L-9 S ) ' Alt. Tel. ar _C_% b Q S —rj 230 Telephone # Xr PERMIT FEE: S 6--3-09 S zWeg� go Date ..... TOWN OF NORTH ANDOVER PERMIT FOR. GAS INSTALLATION i This certifies that . .... ............. ` has permission for gas installation`-- ...... ... . in the buildings ofd -' Fee:. Lic. No.�f�?� . . Check g---,'-"/ moo North Andover, Mass. GAS e r MASSACHUSETTS UNIFORMAPPLICA'TONFOR PERM TO DO GAS FIT'T'ING (Type or print) Date NORTH ANDOVER, MASSACHUSETTS Building Loqations / ' Permit # ® 2 i Owner's Name Amount $ New Ej Renovation Replacement D Plans Submitted a U w ID Z y` � w x a c 1 E-. u w � N z H � x w w v � � D W N ,Qw, a O S F F `� Z p Z SUB- BASEMENT 3 J OV C> BASEMENT 1ST. FLOOR 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR i 6TH. FLOOR 7T H. .FLOUR 8TH. FLOOR A (Print or type) Name _. , Name of Licensed Plumber'or Gas Fitter Check one: Certificate Installing Company ElCorp. Partner. INSURANCE COVERAGE Check one: 1 have a current liability Insurance, policy or it's substantial equivalent. Yes 13 If you have checked Ys, please indicate the type coverage by checking the appropriate box. No� Liability insurance policy Other type of indemnity Bond 1 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. Signature of Owner or Owner's Agent Check one: Owner © Agent i hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Coderf� Chapter ohm General Laws. t5y: Title City/Town, (APPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or Gas Fitter Plumber //Q Gas Fitter L,r"ce;-'umber . fZN I. , {"- N'►t'K'_mass.gov/dca Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers armaf inn The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Wash inpon Street Boston, MA 02111 Workers' Name (B Address: Ui y/State/Zip: Are you an employer? Check the appropriate box: Phone 1. ❑ I an a employer with 4. ❑ [ am a general contractor and I have hired the sub -contractors listed on the attached sheet x These sub -contractors have workers' comp. insurance. ❑ We are a corporation and its officers have exercised.their right of exemption per MGL C. 152, § 1(4), and we have no -MPloyees. [No workers' comp. insurance required ] employees (fill] and/or part-time).* 2.9�1 am a sole proprietor or partner- ship and have no employees working for me in any capacity. [No workers' comp. insurance required.] 3. ❑ I an a homeowner doing all work myself. [No. workers' comp. insurance required.] t Type of project (required): 6. ❑ New construction 7. ❑ Remodeling . S. ❑ Demolition 9. ❑ Building addition 10:❑ Electrical repairs or additions 11.❑ Plumbing repairs or additions 12.❑ Roof repairs 1.3.❑ Other *Any appiic ant.that checks box #1 .must also fill out the section below showing I =their workers' compensation poi Homeowners wlto submit.this affidavit indicarin_ uiej' alt loin.- i= o ' rano iR.en hi r outside coniraciors must submit a now aindax it inaicaiing such. $Contractors that the k this box.must attached an additional sheet showing the mane of the sub contractors and #heir workers' comp, policy 'ung information. I am ann employer that is providing workers' compensation insuranceoremployees. information. f m3 Below is the policy and job site Insurance Company Name: Policy # or Self -.ins. Lic. #: Job Site Address: Expiration Date: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration datel. .Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1.500.00 and/or one-year imprisonment. as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to .5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er the p a d p of perjury that the information provided above is true and Signature: Qat: Phone #: Of use only. Do not write inthis area, to be completed by city or town ofciaL City or Town: Permit/License # Issuing Authority (circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical inspector 5. Plumbing inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.' Pursuant to this statute, an employee is defined. as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and inciudi-n.g the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three aparcnents and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152; §25C(6) also states that "every state o r local licensing agency shall withhold the issuance or renewal of a license or permit,to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence 0,,f compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit compi-eteiy, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or, partners, are not required to carry workers' compensation insurance. If an.LLC or LLP does have ,_ employees, a policy is required_ Be advised that this affidavit may submitted to the Depanxnent of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the. affidavit. The, affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents,' Should you have ary questions regF_4rdir+.s the lam, or if you are required to obtain a wor kers' compensation policy, please call the Department at the Mrnbe*:listed below. Self-insm-cud companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number. In addition, an applicant that must submit multiple permitfiicense applications in arty given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should writs "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or Iicenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to an}, business or commercial venture (i.e. a dog license or permit to burnleaves etc.) said person is NOT required to complete this affidavit. ` The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of 1xidustrial Accidents Office of Lavestigations 600 WashLing-ton Street Boston, MA 02111 Tel. 4 617-727-4900 ex_t 406 or 1-977-MASSAFE Revised 5-2645 Fax # 617-727-7749 vmrw-mass.gov/dia 57— P6.1 a LM Ln 00 Quitclaim Deed I, Paul M. Russell, Trustee of the PMR Realty Trust,.,u/d/t dated March 3, 2006 and recorded at the Essex North Registry of Deeds at Book 10066, Page 158, of 231 Broadway, Methuen, Massachusetts, for consideration paid, Seven Hundred Ninety - Nine Thousand Nine Hundred ($799,000.00) Dollars, grants to Oleksandr Stupnytskyi and Rostislava Kanyuk-Stoupnitska, of 1 Powder Hill Sqaure #308A, Andover, Massachusetts, with Quitclaim Covenants The land with the buildings thereon in North. Andover, Essex County, Massachusetts shown as Lot 4 on a plan entitled "Plan of land in No' Andover, Mass., Scale 1"=50', July 10, 1990, Hayes Engineering, Inc., Owner: S.J.J. Trust Stephen J. Scully Trustee" recorded in the Essex North District Registry of Deeds as Plan 11841 on October 9, 1990. The property conveyed by this deed shall be subject to, and have the benefit of: A Declaration of Covenants, Conditions and Restrictions and Grant of Easements dated November 1, 2002 and recorded in Book 7313, Page 56;. Owners, their heris and assigns, shall not: subdivide any portion of this Lot. Use pesticides, fertilizers, or chemicals for lawn care or maintenance. Being the same premises conveyed by deed dated,January 30, 2006 and recorded in the Essex North District Registry of Deeds in Book 10014, Page 270. Return to: Russell & Bernard 231. Broadway Methuen, Ma 01844 Location` / `/ ;. No. U / Date NORTN TOWN OF NORTH ANDOVER Certificate of Occupancy $ i , Building/Frame Permit Fee swCMus Foundation Permit Fee $ Other Permit Fee $ TOTAL Check # 182G, 1 Building Inspector W C14 rA 04 :zio 00 04 a of 2 Co w Q o �w co CQ oM N r co > j � QLLI 1, - MOM oJtts o��' m w v m Q Oo N QLLI p LOII M II Q W °� f w� U ~ O= LLJ N Y QWQ 1. > v~i �z N w m g �;j O Ems, N v}¢ >- �, b,�,y yy� o a ti C:) J o Ey QCt 04 0 Z o m z w Q NO��O� PR°� c V w � wll (n Q � w w J o a o ,� cn a o Q O Q W —i Z Fz Q4 M 0 Q O Q U O Z v0 a >24o N C o w 2yk� N g•48 h 4248 9s0� dpFt BOOL Z* ?r,6 4.5•�Z ��' N, ry 16.27 �Co. 16o� ,c�N 106 8 6 ry �(4 41 4Qiz) 189 O� 18 110"Oil o p n o C OpF` C� c� 0 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 577 (4/6/2005) Date: November 19. 2007 THIS CERTIFIES ,THAT THE BUILDING LOCATED ON 855 Great Pond Road MAY BE OCCUPIED AS 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 —.,moi'✓ Building Inspector s s. O l I W W �1= o m� — o o � C h CO. vV a'n CL c ev � o �o� .�; Ea L m � D C r-. O y .O. aC �m m L . o 3m C � m g a _m J: y �►Ey m av® ® •: % s c m — y t p,Ct C9 •N O C1•�Z C � O CL a � timc s m CL o � O apH �... y m +� •O Wm yy atE cau C3' v CO3 CM a m� O O s tyv a�y7 � a � a® Acn z cn v z 0 E � U . Co�D CS zH C 0 is u cm0 s C/) c c � m P-4 L O cm c 'c N O L .r 0 Z O 0 O co O v `O CZ Oy ® O co V• CO3 CD LO cD O E m CD C3 co CL I.- fr = O � 3 .o as CD env o cl. CMCC ca C c � c O Ca. 'L7 O c Z CD C2 CL C.2 co c C C c y LLI Y/ LLI U) W W W cc o a f7.: ��>• -co —W4 a �o Cf) w' U)) V) �1= o m� — o o � C h CO. vV a'n CL c ev � o �o� .�; Ea L m � D C r-. O y .O. aC �m m L . o 3m C � m g a _m J: y �►Ey m av® ® •: % s c m — y t p,Ct C9 •N O C1•�Z C � O CL a � timc s m CL o � O apH �... y m +� •O Wm yy atE cau C3' v CO3 CM a m� O O s tyv a�y7 � a � a® Acn z cn v z 0 E � U . Co�D CS zH C 0 is u cm0 s C/) c c � m P-4 L O cm c 'c N O L .r 0 Z O 0 O co O v `O CZ Oy ® O co V• CO3 CD LO cD O E m CD C3 co CL I.- fr = O � 3 .o as CD env o cl. CMCC ca C c � c O Ca. 'L7 O c Z CD C2 CL C.2 co c C C c y LLI Y/ LLI U) W W W cc APPLICATION FOR CERTIFICATE OF OCCUPANCYIINSPECTION Building Permit # ADDRESS/LOCATION OF PROPERTY:956-z� �awd Map/0,3p Parcel Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION 0 ) z0orl CLOSING DATE ON PROPERTY: 3 FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE lS 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: SiJI� Address 2!31 01�3 CONSERVATION PLANNING DPW - WATER METER M ll10 SEWERIWATER CONNECTION FM 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 E I. Quitclaim Deed I, Paul M. Russell, Trustee of the PMR Realty Trust, u/d/t dated March 3, 2006 and recorded at the Essex North Registry of Deeds at Book 10066, Page 158, of 231 Broadway, Methuen, Massachusetts, for consideration paid, Seven Hundred Ninety - Nine Thousand Nine Hundred ($799,000.00) Dollars, grants to Oleksandr Stupnytskyi and Rostislava Kanyuk-Stoupnitska, of 1 Powder Hill Sqaure #308A, Andover, Massachusetts, with Quitclaim Covenants The land with the buildings thereon in North Andover, Essex County, Massachusetts shown as Lot 4 on a plan entitled "Plan of land in No. Andover, Mass., Scale 1"=50', July 10, 1990, Hayes Engineering, Inc., Owner: S.J.J. Trust Stephen J. Scully Trustee" recorded in the Essex North District Registry of Deeds as Plan 11841 on October 9, 1990. The property conveyed by this deed shall be subject to, and have the benefit of: A Declaration of Covenants, Conditions and Restrictions and Grant of Easements dated November 1, 2002 and recorded in Book 7313, Page 56; Owners, their heris and assigns, shall not: subdivide any portion of this Lot. Use pesticides, fertilizers, or chemicals for lawn care or maintenance. Being the same premises conveyed by deed dated January 30, 2006 and recorded in the Essex North District Registry of Deeds in Book 10014, Page 270. Return to: Russell & Bernard 231 Broadway Methuen, Ma 01844 I Executed this Day of November, 2007. Paul M. Russell, Trustee Commonwealth of Massachusetts Essex; ss On this day of November, 2007, before me, the undersigned notary public, then personally appeared Paul M. Russell, Trustee, proved to me through satisfactory identification which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commission Expires: .s^ RY Quitclaim Deed I, Paul M. Russell, Trustee of the PMR Realty Trust, u/d/t dated March 3, 2006 and recorded at the Essex North Registry of Deeds at Book 10066, Page 158, of 231 Broadway, Methuen, Massachusetts, for consideration paid, Seven Hundred Seventy Thousand ($770,000.00) Dollars, grants to Charles F. Zanazzi and Marion T. Jorden, of 7 Iron Gate Drive, Andover, Massachusetts, with Quitclaim Covenants The land with the buildings thereon in North Andover, Essex County, Massachusetts shown as Lot 2 on a plan entitled "Plan of land in No. Andover, Mass., Scale 1 "=50', July 10, 1990, Hayes Engineering, Inc., Owner: S.J.J. Trust Stephen J. Scully Trustee" recorded in the Essex North District Registry of Deeds as Plan 11841 on October 9, 1990. The property conveyed by this deed shall be subject to, and have the benefit of A Declaration of Covenants, Conditions and Restrictions and Grant of Easements dated November 1, 2002 and recorded in Book 7313, Page 56; Owners, their heris and assigns, shall not: subdivide any portion of this Lot. Use pesticides, fertilizers, or chemicals for lawn care or maintenance. Being the same premises conveyed by deed dated January 30, 2006 and recorded in the Essex North District Registry of Deeds in Book 10014, Page 270. Return to: Russell & Bernard 231 Broadway Methuen, Ma 01844 Executed this Day of November, 2007. Paul M. Russell, Trustee Commonwealth of Massachusetts Essex; ss On this day of November, 2007, before me, the undersigned notary public, then personally appeared Paul M. Russell, Trustee, proved to me through satisfactory identification which was , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My Commission Expires: = M me WMAHONEY COm 1111 OF STONES t BRICKS - BLOCKS - STONES MASON'S TOOLS - MASONRY SUPPLIES L(i4hT jam no MASONRY/il' ANDSCAPING SUPPLIES 173 NULRKIFT STRW. LAVMS"- MA 0118411 !971111 09"440 FA*(9740"4M�r L 1 /07 55773 -008605, 0- S H INVOICE-** L CAT EXCAVATING9 INC. e31,- BROADWAY.- - p METHUENq MA T 0 T %4. 39 VIA J09 NO, GLST.ORDERNO. DATE OAT Dwak ILMKN]TERMS C,AJ : 12f�8/07 it/ a 7 fQ1 Jim i�Ffiq tin rwrw.rl if, I I ovi t.j/fv IN IT-F)mCE, NU BERS ON ALL FOUR.',:IDJ.'T --- Tr� CASH )RNS: 2596 ?rK..ft rr on all items. ES 14P 9 �CE CHAR( per month P 8% Annwd Rale) ora m1rilmum of $1.00 for a balance under $50.00 PLEASE PAY on all overdue balances THIS ANIOUNT 'LAIMS & RETURNED GOODS MUST I3E WPANI�I) BY THIS BILL RECEIVED 13) ORIGINAL/INVOICE dejWe4 cm-ig Y\ ati Paid D. Al by, P.E. Engineering Consultant April 3, 2006 Mr. Gerald Brown Inspector of Buildings North Andover Building Department 400 Osgood Street North Andover, MA 01845 ce_at Pond Roa�� North Andover, MA Dear Mr. Brown, 17 Richfield Road Arlington, MA 02474 (781)643-9473 This is to certify that I have inspected the installation of the structural LVL beams for the house located at Lot #4 Great Pond Road in North Andover, MA and performed a structural analysis for each beam. 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, please call me at (781) 643-9473. Respectfully Sub mitted,. ,rte Paul D. Maloy, P.E. jp fr"01i Of h;, ycv PAUL D. MAt_OY c� SMUC-MRAL R No.42C87 Boise. . r-. F BC CALC® 2003 DESIGN REPORT - US Thursday, December 09, 2004 07:10 Triple 1 3/4" x 14" VERSA -LAM® 3100 SP File Name: BC CALC Project: F1301 Job Name: DENNIS SULLIVAN Description: DINING ROOM Address: LOT 2 GREAT POND RD Specifier: City, State, Zip: N ANDOVER, Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: Standard Load - 40 psf 110 psf Tributary 13-06-00 y 3 �ryy b. BO 4590 lbs LL 1323 lbs DL General Data 40 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 13-06-00 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 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 AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 17-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 17-00-00 Live Dead Controls Summary Control Type Value Moment 25131 ft -lbs Neg. Moment 0 ft -lbs End Shear 5102 lbs Total Load Defl. L/375 (0.544") Live Load Defl. U483 (0.423") Max Defl. 0.544" % Allowable Duration 57.7% 100% n/a 100% 35.9% 100% 64.1% 99.4% 54.4% B1 4590 lbs LL 1323 lbs DL Value Trib. Dur. 40 psf 13-06-00 100% 10 psf 13-06-00 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 = 3-3/8" d=12" e=3" Boise -BC CALC® 2003 DESIGN REPORT - US Thursday, December 09, 2004 07:10 f Quadruple 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB02 Job Name: DENNIS SULLIVAN Description: LIVING ROOM Address: LOT 2 GREAT POND RD Specifier: City, State, Zip: N ANDOVER, Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 3420 lbs LL 973 lbs DL General Data 13913 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 13-06-00 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, BCI@), BC RIM BOARD TM, BC OSB RIM BOARDTm, BOISE GLULAMT"' VERSA -LAM@), VERSA -RIM@, VERSA -RIM PLUSO, VERSA -STRAND TM, VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 40 psf 11,0 psf Tributary 13-06-00 _(' ..� Total Horizontal Length - 12-08-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 12-08-00 Live Dead Controls Summary Control Type Value Moment 13913 ft -lbs Neg. Moment 0 ft -lbs End Shear 3844 lbs Total Load Defl. L/378 (0.402") Live Load Defl. L/486 (0.313") Max Defl. 0.402" % Allowable Duration 49.8% 100% n/a 100% 29.9% 100% 63.4% 98.7% 40.2% 61 3420 lbs LL 973 lbs DL Value Trib. Dur. 40 psf 13-06-00 100% 10 psf 13-06-00 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 131 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. Staggered Through Bolt a=2" b = 2-1/2" c = 2-3/4" d = 24" Boise.BC CALC® 2003 DESIGN REPORT - US 0 Double 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project Job Name: DENNIS SULLIVAN Description: FOYER Address: LOT 2 GREAT POND RD Specifier: City, State, Zip: N ANDOVER, Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: Standard Load - 35 psf 1 15 psf Tributary 05-00-00 �x AL BO 963 lbs LL 464 lbs DL General Data 3923 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: _ 0/12 Tributary: 05-00-00 Live Load: 35 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 115 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, BCIO, 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 AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 11-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 11-00-00 Live Dead Controls Summary Control Type Value Moment 3923 ft -lbs Neg. Moment 0 ft -lbs End Shear 1221 lbs Total Load Defl. U773 (0.171") Live Load Defl. 01145 (0.115') Max Defl. 0.171" % Allowable Duration 24.4% 115% n/a 100% 16.5% 115% 31.1% 41.9% 17.1% Thursday, December 09, 2004 07:10 FB03 B1 963 lbs LL 464 lbs DL Value Trib. Dur. 35 psf 05-00-00 115% 15 psf 05-00-00 90% Load Case Span Location 2 1 - Internal 1 -Left 1 1 1 Notes Design meets Code minimum (0240) 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" Oil 80iSE- BC CALC® 2003 DESIGN REPORT - US Thursday, December 09, 2004 07:10 Double 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: F1304 Job Name: DENNIS SULLIVAN Description: BAY HEADER Address: LOT 2 GREAT POND RD Specifier: City, State, Zip: N ANDOVER, Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 2200 lbs LL 877 lbs DL General Data 0/12 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: 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 BOARDTM, BC OSB RIM BOARD TM, BOISE GLULAMT"" VERSA -LAW), 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 - 08-00-00 Load Summary ID Description Load Type Ref. Start End S Standard Load Unf. Area Left 00-00-00 08-00-00 Unf. Area Unf. Lin Controls Summary Control Type Value Moment 5595 ft -lbs Neg. Moment 0 ft -lbs End Shear 2244 lbs Total Load Defl. U677 (0.142") Live Load Defl. U947 (0.101") Max Defl. 0.142" Left 00-00-00 08-00-00 Left 00-00-00 08-00-00 B1 2200 lbs LL 877 lbs DL Type Value Trib. Dur. Live 40 psf 12-00-00 100% Dead 10 psf 12-00-00 90% Live 35 psf 02-00-00 115% Dead 15 psf 02-00-00 90% Live 0 plf n/a 90% Dead 60 plf n/a 90% % Allowable Duration 40.1% 100% n/a 100% 34.9% 100% 35.4% 50.7% 14.2% 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 Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c = 2-3/4" d=12" b� d 1 I C • �• BoiSE- BC CALC® 2003 DESIGN REPORT - US Thursday, December 09, 2004 07:10 Double 1 3/4" x 9 1/2" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB05 Job Name: DENNIS SULLIVAN Description: FWG HEADER Address: LOT 2 GREAT POND RD Specifier: City, State, Zip: N ANDOVER, Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 1680 lbs LL 453 lbs DL General Data 3732 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: 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 TM, BOISE GLULAMT"' VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 tandard Load - 40 psf 11'9 psf Tributary 12-00-00 Total Horizontal Length - 07-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 07-00-00 Live Dead Controls Summary Control Type Value Moment 3732 ft -lbs Neg. Moment 0 ft -lbs End Shear 1650 lbs Total Load Defl. U1276 (0.066") Live Load Defl. U1620 (0.052") Max Defl. 0.066" % Allowable Duration 26.7% 100% n/a 100% 25.7% 100% 18.8% 29.6% 6.6% 61 1680 lbs LL 453 lbs DL Value Trib. Dur. 40 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 (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 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" Boise. BC CALC® 2003 DESIGN REPORT - US Thursday, December 09, 2004 07:10 Quadruple 1 3/4" x 14" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB06 Job Name: DENNIS SULLIVAN Description: MASTER BEDROOM Address: LOT 2 GREAT POND RD Specifier: City, State, Zip: N ANDOVER, Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: BO 3960 lbs LL 1623 lbs DL General Data 0/12 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 CALCO, BC FRAMER(E), BCIO, BC RIM BOARDTM, BC OSB RIM BOARD TM, 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 4 t k Total Horizontal Length - 22-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 22-00-00 Live Dead Controls Summary Control Type Value Moment 30708 ft -lbs Neg. Moment 0 ft -lbs End Shear 4991 lbs Total Load Defl. L/316 (0.836") Live Load Defl. U445 (0.593") Max Defl. 0.836" % Allowable Duration 52.9% 100% n/a 100% 26.3% 100% 76.0% 80.8% 83.6% B1 3960 lbs LL 1623 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 (U240) Total load deflection criteria. Design meets Code minimum (U360) 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. Staggered Through Bolt a=2" b = 2-1/2" c=5" d = 24" Boise. R 0 BC CALC® 2003 DESIGN REPORT - US Thursday, December 09, 2004 07:10 Triple 1 3/4" x 18" VERSA -LAM® 3100 SP File Name: BC CALC Project: FB07 Job Name: DENNIS SULLIVAN Description: FAMILY ROOM Address: LOT 2 GREAT POND RD Specifier: City, State, Zip: N ANDOVER, Designer: Customer: Company: Code reports: ICBO 5512, NER 629 Misc: Standard Load - 40 psf 11.0 psf Tributary 12-00-00 u AK BO 5280 lbs LL 1612 lbs DL General Data 0/12 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: 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 TM BOISE GLULAMT" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDT"^ VERSA -STUD®, ALLJOIST® and AJ ST" are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 22-00-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 22-00-00 Live Dead Controls Summary Control Type Value Moment 37908 ft -lbs Neg. Moment 0 ft -lbs End Shear 5952 lbs Total Load Defl. U408 (0.647') Live Load Defl. U532 (0.496") Max Defl. 0.647' % Allowable Duration 54.1% 100% n/a 100% 32.6% 100% 58.8% 90.1% 64.7% B1 5280 lbs LL 1612 lbs DL Value Trib. Dur. 40 psf 12-00-00 100% 10 psf 12-00-00 90% Load Case Span Location 2 1 -internal 2 1 - Left 2 1 2 1 2 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 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 = 4-5/8" d=12" e=3" b 8 r H E � CDN > ui E u c �. LU Y x � Z �7 CL ca jo f,. 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TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that �,......... has permission to perform .. „ ..-:. . :{ wiring in the building of :. ., . *� t �' z1L ,".............................. at 7. ..... ........ ..- ........ ,North Andover, Mass. .ter Fee ? Lic. �'-�- ELECTRICAL INSPECTOR!/ l - Check # �� _! /V/ Offim onir �L\ The Commonwealth of Massachusetts NQ 4;*0-�S--,3 Department of Public Safety Occupancy & Fee Cbec*e 3/90 (Wave blank) M-- u- 7, 1 -N�-Y &F-01 ed-e-Z�'t 0 (h.� BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 [3/9 bwk) AP -PLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Ma-a4dIuSeft EWchic8l Code, 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION Date 9/1?/O� Town ofA).,a To the Inspector of Wires: ' #1 The undersigned applies for a permit to Perform the electrical Location (Street & Number) Owner or Tenant A described below. / -5 IR- 37- '- Zq . owner's Address No (Check Appropriate BOX) Is this permit in conjunction with a building permit: yes Utility Authorization No.. purpose of Building Existing Service - Amps - Volts Ovediead El Undgrd 0 - Na of Meters _?ervice Amps New r a �), �%q volts, Overhead 0 undgrd R No of Meters Number of Feeders and AmpacitY Location and Nature of Proposed Electrical Work Wtrll No. of Lighting Outlets Li T Tubs Hot No, of Hot Tubs ng Pool Swimmi g Poo' Swimming nE No. of Lighting Fixtures '2�- I- Na of Receptacle Outlets No. of Emergency Ughting N No. of 00 Burners No. of Switch Outlets JN No. of Gas burners No.of Gas M No. of Ranges No. of Detection and N Air No. of Air Coi& of tons Inifiating Devices No. of Sounding Devices Hem t No. of Disposals No. of Self Contained No. I No. Of PUMPS No. of Dishwashers Detection/Sounding Devices Space/Area Heating No. of Dryers KW Heating Devices Lowwtage Ballasts No. of No. of Water Heaters KW Signs ---- No. Hydro Massage Tubs Na of Motors �16 11 INSURANCE COVERAGE. Pursuant to the requirements Of Massachusetts GeneW Laws Co- or its substantia[ equivalent YESET-NO 11 I have a current Liability Insurance MUCY 1FKAUum9'"11P`11714 "I"' I have submitted valid proof of same to this Office. YES O/ N00 - if you have checked, YES, please indicate the type of coverage by checking the appropriate box. INSURANCE a/ BONDO OTHER (Please Specify) Estimated Value o!Ekv rical Work $ Ppp , I - Work _ to Start 9/0,1 - Signed under the penalties of perjury. Wil,-' 0 (Expiration Date) � 5LZI LIC. NO. 6 J' r-lmm milvia— LL�y Licensee Signature LIC. NO. Bus. Tel. No. 16 11' Address 1Z 6_tom/ "1 0/ Alt Tel. No. OWNER'S INSURANCE WAIVER: I am aware that ttosn�ee does not have the avwrarwoe coverage or its substantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (please check one) Telephone No. PERMIT FEE$ No� of Transformers KVA Above In- md. md, 0 nd, 0 Generators 41 PEVA G No. of Emergency Ughting N Battery Units 8 Z_ FIRE ALARMS No. of Zones No. of Detection and N TOW tons Inifiating Devices No. of Sounding Devices Total KW M sNo. s No. of Self Contained No. KW Detection/Sounding Devices Local funicipi�l 00the, L23 connection KW Na of Lowwtage Ballasts wiring Total HIP 11 INSURANCE COVERAGE. Pursuant to the requirements Of Massachusetts GeneW Laws Co- or its substantia[ equivalent YESET-NO 11 I have a current Liability Insurance MUCY 1FKAUum9'"11P`11714 "I"' I have submitted valid proof of same to this Office. YES O/ N00 - if you have checked, YES, please indicate the type of coverage by checking the appropriate box. INSURANCE a/ BONDO OTHER (Please Specify) Estimated Value o!Ekv rical Work $ Ppp , I - Work _ to Start 9/0,1 - Signed under the penalties of perjury. Wil,-' 0 (Expiration Date) � 5LZI LIC. NO. 6 J' r-lmm milvia— LL�y Licensee Signature LIC. NO. Bus. Tel. No. 16 11' Address 1Z 6_tom/ "1 0/ Alt Tel. No. OWNER'S INSURANCE WAIVER: I am aware that ttosn�ee does not have the avwrarwoe coverage or its substantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (please check one) Telephone No. PERMIT FEE$ � a a I u C w �c C* Lac y J 'C ev CD rr^^ N VJ e r' a0 E 5 .r O aF i s c \p 0 . 'aria ea E �l C y C h n C NN C" �m O co aD m O 0 "m W � Z C C O O O 06 C CD Q O H m H CL yam.. V! ®yam„~ m Nd o Z_... W � .h R R C � N d� .� Z W E C3=0" o zCL m C.30W4Dic g ti W � = =o40= O b. CLw Con a w w a r� � w 0 L 0 z � Q O h C C O— CA p 'p O .ff c m CL � O.0 3 Q cc o o- aCO C Q C O � cc ca Ce 0 � CL C.3 C R C ■® C c CLs is 91 ..L 0 CO LU 0 U) ui U) W W lz w c� 1 E d CL N L ;v N c O 7 Im m O tx c .o aN i O e.l _0 0 ami C e f0 Ln c � 3 o ru �. u UI aj u 0 E-0 W a ®' c c a O ,0-6- c O -6- m E o U a a to w m o `m a u c L � a U1 FL- m ACORDM CERTIFIC�4;TE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 12/2/04 PRODUCER THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION A & K Fowler Insurance Agency ONLYAND CONFERS NO RIGHTS UPON THECERTIFICATE 200 Park Street HOLDER THIS CERTIFICATEDOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. North Reading, MA 01864 FOIJCYB(PIRATIDN DATE MWDD/ LIMITS INSURERS AFFORD[NG COVERAGE NAIC # INSURED INSURER A: Aspen Specialty Insurance Co. D. A. Sullivan Inc. INSURER B: Zurich—American Insurance Co. 29 Ashwood Ave. INSURER C: Wilmington, MA 01887 INSURER D: INSURER E: X COMMERCIALGENERAL LIABILITY CLAIMS MADE FxIOCCUR COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 ADD'L INSRE TYPE OF INSURANCE POLICY NUMBER POUCYEFFECTIVe DATE MM/DD/YY FOIJCYB(PIRATIDN DATE MWDD/ LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 500,000 PREMISES(Eaoccurence) $ 50,000 A X COMMERCIALGENERAL LIABILITY CLAIMS MADE FxIOCCUR GL001003 7/23/04 7/23/05 MEDEXP (Any oneperson) $ 11000 PERSONAL& ADV INJURY $ 500,000 GENERAL AGGREGATE $ 11000,000 GEN'L AGGREGATE LIM IT APPU ES PER: PRODUCTS - COM P/OPAGG $ 1,000,000 POLICY jEC7 LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE OMIT (Ea accident) $ BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per accident) HIRED AUTOS NON -CANED AUTOS PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EAACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTOONLY: AGG $ EXCESS/UMBRELLALIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ WORK B25COMPENSATIONAND WCSTATU- ER TORY LIMITT S B EMFLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/D(ECUTNE 6ZZUB0326B69103 12/25/03 12/21/04 E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 OFFICER/MEMBER OCCLUDED? If )es, d escd be under SPECIALPROVI90NSbebw EL. DISEASE - POLICY LIMIT 1 $ 5500,000 OTHE R D ESCRIPTION OF OPERATIONS/ LOCATIONS VEHICLES/ EXC L USIONS ADDED BY ENDCRSEMENT /SPECIAL PROVISIONS Insurance verification %.. Qc1 IrIVA1 C rIVLuCR I.AIW--LLA I IVIV Town of North Andover North Andover, Ma 01845 ACORD 25 (2001108) SHOULD ANY OF THE ABOVE DESCRIBED POLICIESBE CANCELLED BEFORE THE EXPIRATION DATETHEREOF, THE ISSUING INSURER W ILL ENDEAVOR TO MAIL 10 DAYS W RITTEN NOTIC ETO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DOSO SHALL I MPOSENO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 0 ACORD CORPORATION 1988 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Pl Location: 6W-E*r Adnd 1Q J City Al' 1`C/V,oO✓�'7� Phone # 979 0 I am a homeowner performing 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. Comtranv name: •- :5a -Lb � .TNC ' Address 9 45yt��� lf-�g Citv: Gl%/L-//! 9 IM41 %)2 4/8b7 Phone #- Insurance. Co. Policy # Company name: Address Cid: Phone # Failure to secure coverage as required under section 25A or MGL 152 can lead to the imposition of criminal penalties of,a fine up to $1,500.00 and/or one years' Imprisonment -as well_as_ctvil.penaltiesinThe famDfe.STOP ORKORDER.and_afineof.(3100.00).aift�against.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 certify undeOenalties of perjury that the information provided above is true and correct. Signature �` Date /a p Print name Doe- aIV Is SULL Vi¢N Phone #97f- -T;gL 3.2�7f Official use only do not write in this area to be completed by city or town official' City or Town Permit/1-icensinci ❑ Building Dept []Check if immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact person: Phone #: ❑ Health Department ❑ Other A 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 jD.-Ar 5 (d 4_Q t/.9 �( PHONE_f 22 LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT (S)_ STREET 'f�G�i9 % AeAQ i /i ST. NUMBER OFFICIAL USE RECOMMENDATIONS QF TOWN AGENTS: 'ATION COMMENTS e,9 V.- 7 t DATE APPROVED DATE REJECTED—�' 'TOWN PLANNER DATE APPROVED DATE REJECTED �T_ FOOD' INSPECTOR -HEALTH / DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS ,ZOUBLIC WORKS - SEWER/WATER CONNECTIO DRIVEWAY PERMIT IRE DEPARTMENTIIP ,/..� �.5� �T,��Y�. ,, I� .� rr ( aide (l P, -t- FD AniP b<4Y F,t cc +c�fTlG�l� /Z/j RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm r Location w No. `.� Date ,,ORTPI TOWN OF NORTH ANDOVER a - • . i ; , Certificate of Occupancy $ — �'�s'••"•'.�' Building/Frame Permit Fee $ s.►cmuse Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # C:72,429 181,10 %/`-'BUiidi'ng Inspec /l 4 TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVAT5 OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: n'� DATE ISSUED: % SIGNATURE: Building Commissionerfl for of Buildings Date SECTION 1- SITE INFORMATION / 1.1 Property Address: 41 1.2 Assessors Map ,/, Id.3 Map Number TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVAT5 OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: n'� DATE ISSUED: % SIGNATURE: Building Commissionerfl for of Buildings Date SECTION 1- SITE INFORMATION / 1.1 Property Address: 41 1.2 Assessors Map ,/, Id.3 Map Number and Parcel Number: �// / ` 7 Parcel Number 1.3 Zoning Information: ZoningDistrict Proposed Use 1.4 Lot Area Property Dimensions: 10-0 Frontage 11 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard R red I Provide Required I Provided R 'red Provided 3 C6 3o 1 09 30 1�o 1.7 Water Simply M.G.L.C.40. § Public Private ❑ 54)1.5 Zooe - �7ood Zone Information: ' __ Outside Flood Zone ❑ 1.8 Sewerage Disposal System: Municipal $ On Site Disposal System ❑ SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record Name (Print) Address for Service S yc &(—[V, 2.2,ppwC, of Record: `; t N',,Ypririt 4 Address for Service: SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ A(445 OAJ t kw,( Licensed Construction Supervisor: aW CJQ %Jty Address re 'Telephone 3.2 Rkgistered Home Improvement Contractor 1L?-,"ell2)(0U-( 4MA/ t -r l7d11� Company Name Jj AS�W60D Address T UC)G ? 8� License Number Expiraon Date Not Applicable ❑ IIC76) Sol - Registration Number Expiration Datj UO T SECTION 4 - WORKERS COMPENSATION (M.G.L C 152 6 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 .......❑ No ....... ❑ SECTION 5 Description of Proposed Work checkapplicable) New Construction 0 Existing Building 0 Repair(s) ❑ FAlterations(s) ❑ Addition ❑ Accessory Bldg. 0 Demolition 0 Other ❑ Specify Brief Description of Proposed Work: L) 'atm r— t SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be Completed b permit applicant, OFFIGIAL'USE (}NLY ' �3 1. Building (a) Building Permit Fee 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 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf, in all matters relative to work authorized by ;this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, 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 Naive Si attire of Owner/A ent Date NO. OF STORIES SIZE 2 4 C3 4 4- ate- it;Lq BASEMENT @R-9+9 B SIZE OF FLOOR TIMBERS yr o I Z n 2 ND 3 SPAN A DIMENSIONS OF SILLS 2 {co 00 T DIMENSIONS OF POSTS 4t-4 ( DM ENSIONS OF GIRDERS G tie o HEIGHT OF FOUNDATION 7 - Co THICKNESS I ti SIZE OF FOOTING CP X `L© MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND -5 0 ,,, II' IS BUILDING CONNECTED TO NATURAL GAS LINE 1-6111111 Pr Date.. V/X� / ...... TOWN OF NORTH AN IT FOR GAS INSTALLATION ... This certifies that V ................... ... has permission for gas installation V. ).e. e-1 Cl ....... in the buildings of .......................................... at et :�. 0North Andover, Mass. Fee Lic. No../95:7 ... ..... $. ...... GAS INSPECTOR Check # 5-1595 MASSACHUSETTS UNDDRM APPUCATON FOR PERMIT TO DO GAS FMING (Type or print) Date NORTH ANDOVER, MASSACHUSETTS Building Locations 856 612f- 02nd KL It Permit # N. TS*yl) MA 03145 Owner's Name Amount $ 3 J� New d , Renovation ❑ Replacement ❑ Plans Submitted ❑ (Print or type) p Chec one: Certificate Installing Company Name 1TIIIUr��ll, �It1Vlk�� I Corp. Address Name of Licensed Plumber or Gas Fitter ❑ Partner. ❑ Firm/Co. INSURANCE COVERAGE Check on . I have a current liability Insurance policy or it's substantial equivalent. Yes LLA No ❑ If you have checked Les, please i dicate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Masr a v at my signature on this permit application waives this requirement. ����, Check one: Signature of Owner or Owner's Agent Owner ❑ Agent 12( hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and compliance with all pertinent provisions of the Massa OVED (OFFICE USE ONLY) installations performed under Permit Issued for this application will be in State Gas ��C""o4�e and Chapter 142,9f the GeneralLaws Signature of Licensed Plumber Or Gas Fitter ❑lumber `gas Fitter LicenseNumber ❑ Master ❑ Journeyman C10 z o H a w w w a o UCn H x x C4 F F > F D O W F � w x z x w F A w F x Cw7F z F z F F W C% O > [z+ W F dz W�W y d a z a. O O z a p W F G c� x Owl O A c7 a U c4 A a F O SUB -B A SEM E N T BA SEM ENT 1ST. FLOOR 2ND. FLOOR 3RD. FLOOR 4 T H. F L O O R 5TH. FLOOR 6 T H. F L O O R 7TH. FLOOR 8TH. FLOOR (Print or type) p Chec one: Certificate Installing Company Name 1TIIIUr��ll, �It1Vlk�� I Corp. Address Name of Licensed Plumber or Gas Fitter ❑ Partner. ❑ Firm/Co. INSURANCE COVERAGE Check on . I have a current liability Insurance policy or it's substantial equivalent. Yes LLA No ❑ If you have checked Les, please i dicate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Masr a v at my signature on this permit application waives this requirement. ����, Check one: Signature of Owner or Owner's Agent Owner ❑ Agent 12( hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and compliance with all pertinent provisions of the Massa OVED (OFFICE USE ONLY) installations performed under Permit Issued for this application will be in State Gas ��C""o4�e and Chapter 142,9f the GeneralLaws Signature of Licensed Plumber Or Gas Fitter ❑lumber `gas Fitter LicenseNumber ❑ Master ❑ Journeyman Proposed LVL Framing Members • Calculations • Sketches Lot #4 Great Pond Road North Andover, MA jH OF MQPAUL '� .� G D. � MALOY u STRUCTURAL cn No..42687 TEt����`i�Q �NAL� "v I 3 /-2- 5 - Prepared by: Paul D. Maloy, P.E. .0 SU 0¢m r �o CSO i6 cn Z Q�'.ij� rLU Z W CL Wlot Q O �9# (� wk;a (fi) � Q CL co M m f 05 r. e 4 f � IA — z C v" xv � 8 Yp o � m c c G ® a.l i 9 e r�1 j[/ P O 1 •' J � r f 1 { I� • x Q N jjam. OWN ry J C) aoQ=v Q tF- r o o O W d � v � LU O ¢ 2 Q P oe I a it a IE cz VL Z � a 3 LL j N is r v P I � M Q y osETTS All Z c >-¢ o�c92\ bi c-, J W LJ z N d CL w Q O O J � Q CL Z 0- z Z Q L o ,y - 7 0 _x O =�oe I i c o � c t J. f� F z Q d' Lil H O m o ¢ Q Q N H ¢ ZO N N i p Z O S 3 °z _¢ o°06 Q °w ¢z W` z �ZQ_ ��XSETTS 6 Z W F V W Dui ¢ Ov¢iO�'' ¢Z F - O�ia.w GJ� �`�� �L+ Q > a 0 . 0 moo a O. 1.1,n�� F¢7 uco � LU - -+, �¢a�0 LL -1 LW .Q HH IO,11) NHZ H¢O m 3Z� r7 Q�Ll DOUt} � Q � Q Z mN Z¢�O >p�o d is o O �. Q w .nW1w� T �O -Im vF'i`0 " 00S J Z� ZO¢� v=iew =Ovai aZ ¢ :'Cc ac d � w O w o n z DL O pHaOw OFH "w w'D Q cc ziwZ UJ N d- z "per. �Zi F=c[- p a IO- w w ZO V7 = D D ¢ W H V to ly �,1 J V „ w Z¢ Z -w W w p ix w H g U- �H� -a On O N �V ," I W Q F N Z j J D hl Fw <� Ql=-aw ¢o¢Od a O Z ti N h rn. 1 F � r V 'fir ° # o• :' LL 3�E Oa C: oal L °p o Z G a) a - O ca 0 oC, o Q'S r, N (DO j Ri ® {yyii��iY1 'G>0E � a) p _ a ® ® aq a r M O a) a) O Uj L L OCD ® pa 41=�, ® ` a) Y o E ° c ®1 wo Frg a` ) CL . O a Y ,L.. N CD LO E c5 CO E ¢¢ o � x�_ � atil U L O O N + P -3t ; �.tea) a d a) cn Pat M a) CM MR, 1, U - � aai E -o o cw c p + ,,s � { E c E.� n o a) a 3 Lx0' m E N ca n E o 3�aoi ° p� N— c o ? N a0 v pm 3 o mm a�cov�� CL CD ?. ca1010 w s p E Y c x =.- U)U) U)U) o. N— L a m a. m a> D a� m o~ o r- m c� a a n a o ftl$ me cm a Np 3 _ m N 'L" 'oC -° E (4 O N C7 d' N Na) �3ac W L _3 aTi Q ca>o co n F I� CD Q 3 v ETM Quadruple 1-3/4" x 16" VERSA -LAM® 2.0 2800 DF Floor BeamT1301 60 CALCO 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, March 22, 2006 18:35 Build 141 File Name: BC CALC Project Job Name: Description: FB01 Address: Lot #4 Great Pond Road Specifier: City, State, Zip: North Andover, MA, Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: LL 5785 lbs LL 5785 lbs DL 3435 lbs DL 3435 lbs Total Horizontal Product Length = 22-03-00 Load Summary Value % Allowable Duration Load Case Live Dead Snow Wind Roof Live 49196 ft -lbs Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 22-03-00 35 psf 10 psf 08-00-00 2 3rd Floor Unf. Area Left 00-00-00 22-03-00 20 psf 10 psf 12-00-00 3 partition Unf. Lin. Left 00-00-00 22-03-00 0 plf 80 plf n/a Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 49196 ft -lbs 72.9% 100% 1 1 - Internal End Shear 7873 lbs 37.0% 100% 1 1 - Left Total Load Defl. U297 (0.88") 80.8% 1 1 Live Load Defl. U474 (0.552") 76.0% 1 1 Max Defl. 0.88" 88.0% 1 1 Span / Depth 16.3 n/a % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 5-1/4" 9220 lbs n/a 66.9% Unspecified B1 Post 3-1/2" x 5-1/4" 9220 lbs n/a 66.9% Unspecified Cautions Member is not fully supported at post 60. 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 (0360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram minimum = 2" c = 12" minimum = 2-1/2"d = 24" 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 CALCO, BC FRAMER@ , AJSTM, ALLJOISTO , BC RIM BOARD TM", BCI(@ , BOISE GLULAM-, SIMPLE FRAMING SYSTEMO , VERSA-LAMO, VERSA -RIM PLUS@ , VERSA -RIM&, VERSA-STRANDTM, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. pOi$E" Quadruple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF Floor Beam\FB02 BC CALCO 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, March 22, 2006 18:38 Build 141 File Name: BC CALC Project Job Name: Description: FB02 Address: Lot #4 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 2670 lbs DL 1128 lbs Total Horizontal Product Length = 22-03-00 CSI, 3-1/L LL 2670 lbs DL 1128 lbs 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 22-03-00 30 psf 10 psf 08-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Disclosure Pos. Moment 20263 ft -lbs 52.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3360 lbs 21.3% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U295 (0.887") 81.4% 1 1 output as evidence of suitability for Live Load Defl. U420 (0.623") 85.8% 1 1 particular application. Output here based on building code -accepted design Max Defl. 0.887" 88.7% 1 1 properties and analysis methods. Span / Depth 22.0 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" 3798 lbs n/a 41.3% Unspecified or ask questions, please call (800)232-0788 before installation. B1 Post 3-1/2" x 3-1/2" 3798 lbs n/a 41.3% Unspecified BC CALCO, BC FRAMER®, AJSTM, Cautions ALLJOISTO , BC RIM BOARD TM BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMT"' SIMPLE FRAMING SYSTEMO VERSA -LAM®, VERSA -RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. , SO , Member is not full supported at post B1. A connector is required at this bearing. Y p q g' VE VERSA -STRAND ,VERSA-STUDO are VERSA-STVERSA-RIRAND VE Column at Bearing 131 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 • r • • c a minimum = 2" c = 7-7/8" b minimum = 2-1/2"d = 24" Page 1 of 1 cam. BOISE, _ _, Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF Floor Beam1F1303 BC CALCO 9.2 Design Report - US 2 spans I No cantilevers 10/12 slope Wednesday, March 22, 2006 18:47 Build 141 File Name: BC CALC Project Job Name: Description: FB03 Address: Lot #4 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: n a �v C& 11-05-00 B0, 3-1/2" B1, 5-1/4" LL 5264 lbs LL 14140 lbs DL 1504 lbs DL 4613 lbs Total Horizontal Product Length = 22-05-00 11-00-00 B2, 3-1/2" LL 5103 lbs DL 1416 lbs Load Summary Value %Allowable Duration Live Dead Snow Wind Roof Live Pos. Moment Ta_ g Description Load Type Ref. Start End 1010% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 22-05-00 40 psf 10 psf 12-00-00 2 2nd floor Unf. Area Left 00-00-00 22-05-00 35 psf 10 psf 10-00-00 3 3rd floor Unf. Area Left 00-00-00 22-05-00 20 psf 10 psf 10-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 15248 ft -lbs 52.9% 100% 14 1 - Internal Neg. Moment -20605 ft -lbs 71.5% 100% 1 1 - Right End Shear 5017 lbs 42.4% 100% 14 1 - Left Cont. Shear 7832 lbs 66.1% 100% 1 1 - Right Total Load Defl. U647.(0.208") 37.1% 14 1 Live Load Defl. U779 (0.172") 46.2% 14 1 Total Neg. Defl. -0.052" 10.4% 14 2 Max Defl. 0.208" 20.8% 14 1 Span / Depth 11.3 n/a 1 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 6767 lbs n/a 73.7% Unspecified B1 Post 5-1/4" x 5-1/4" 18753 lbs n/a 90.7% Unspecified B2 Post 3-1/2" x 3-1/2" . 6519 lbs n/a 71.0% 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. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B2. A connector is required at this bearing. Column at Bearing B2 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. 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 FRAMERS, AJSTM, ALLJOISTO , BC RIM BOARD M, BCIO , BOISE GLULAMTM^, SIMPLE FRAMING SYSTEMO , VERSA-LAMO, 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\FBO3 BC CALCO 9.2 Design Report - US 2 spans I No cantilevers 0/12 slope Wednesday, March 22, 2006 18:47 Build 141 File Name: BC CALC Project Job Name: Description: FB03 Address: Lot #4 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 C a minimum = 2" c = 7-7/8" b minimum = 2-1/2"d = 24" N� Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt Page 2 of 2 1polaw Triple 1-3/4" x 18" VERSA -LAM@ 2.0 2800 DF Floor Beam\F1304 BC CALCO 9.2 Design Report - US 2 spans I No cantilevers 10/12 slope Wednesday, March 22, 2006 18:50 Build 141 File Name: BC CALC Project Job Name: Description: FB04 Address: Lot #4 Great Pond Road Specifier: City, State, Zip: North Andover, MA Designer: Paul D. Maloy, P.E. Customer: Company: Code reports: ESR -1040 Misc: LL 2453 lbs DL 646 lbs B1, 3-1/2" LL 6589 lbs DL 1981 lbs B2, 3-1/2" LL 2378 lbs DL 608 lbs Total Horizontal Product Length = 22-05-00 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 22-05-00 40 psf 10 psf 12-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 6996 ft -lbs 11.1% 100% 14 1 - Internal Neg. Moment -9417 ft -lbs 14.9% 100% 1 1 - Right End Shear 1980 lbs 11.0% 100% 14 1 - Left Cont. Shear 3306 lbs 18.4% 100% 1 1 - Right Total Load Defl. U4897 (0.027') 4.9% 14 1 Live Load Defl. L/5819 (0.023") 6.2% 14 1 Total Neg. Defl. -0.007' 1.4% 14 2 Max Defl. 0.027' 2.7% 14 1 Span / Depth 7.5 n/a 1 % Allow % Allow Bearing Supports Dim (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 3099 lbs n/a 33.7% Unspecified 131 Post 3-1/2" x 3-1/2" 8570 lbs n/a 93.3% Unspecified B2 Post 3-1/2" x 3-1/2" 2986 lbs n/a 32.5% 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. Member is not fully supported at post B2. A connector is required at this bearing. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram C .4 a minimum = 2" c = 14" b minimum = 2-1/2"d = 24" Member has no side loads. F?erWdtMJ ore: 1/2 in. Staggered Through Bolt 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 FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD TM, BCI0 , BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND TM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. BOISE" Triple 1-3/4" x 9-1/2" VERSA-LAIM® 2.0 2800 DF Floor Beam1FB05 BG CALCO 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, March 22, 2006 18:55 Build 141 File Name: BC CALC Project Job Name: Description: F1305 Address: Lot #4 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 1957 lbs DL 1794 lbs 09-06-00 Total Horizontal Product Length = 09-06-00 131, 3-1/2" LL 1219 lbs DL 1482 lbs Load Summary Value % Allowable Duration Lire 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 09-06-00 40 psf 10 psf 01-04-00 2 gable wall Unf. Lin. Left 00-00-00 09-06-00 0 plf 200 plf n/a 3 point load from beam #2 Conc. Pt. Left 03-06-00 03-06-00 2670 Ibs 1128 Ibs n/a Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 10556 ft -lbs 55.8% 100% 1 1 - Internal End Shear 3449 lbs 36.4% 100% 1 1 - Left Total Load Defl. L/612 (0.177") 39.2% 1 1 Live Load Defl. L/1130 (0.096") 31.9% 1 1 Max Defl. 0.177" 17.7% 1 1 Span / Depth 11.4 n/a 1 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 3752 lbs n/a 40.8% Unspecified B1 Post 3-1/2" x 3-1/2" 2701 lbs n/a 29.4% 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 Diagram b d a C a minimum = 2" c = 5-1/2" b minimum = 2-1/2"d = 24" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in. Staggered Through Bolt. 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, ALLJOISTO , BC RIM BOARDTM, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA-RIMO, VERSA-STRANDTm, VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. Poise. Quadruple 1-3/4" x 9-1/2" VERSA -LAM® 2.0 2800 DF Floor BeamXFB06 BG CALC® 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Thursday, March 23, 2006 18:17 Build 141 File Name: Great Pond Road Job Name: Description: F1306 Address: Lot #4 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 3946 lbs LL 2346 lbs DL 3287 lbs DL 2337 lbs Total Horizontal Product Length = 09-06-00 Load Summary Value % Allowable Duration 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 09-06-00 40 psf 10 psf 01-04-00 2 gable wall Unf. Lin. Left 00-00-00 09-06-00 0 plf 200 plf n/a 3 point load from beam #1 Conc. Pt. Left 03-06-00 03-06-00 5785 Ibs3435 lbs n/a Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 21896 ft -lbs 86.8% 100% 1 1 - Internal End Shear 6925 lbs 54.8% 100% 1 1 - Left Total Load Defl. U411 (0.264") 58.4% 1 1 Live Load Defl. U739 (0.147") 48.7% 1 1 Max Defl. 0.264" 26.4% 1 1 Span / Depth 11.4 n/a 1 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 7232 lbs n/a 78.7% Unspecified B1 Post 3-1/2" x 3-1/2" 4683 lbs n/a 51.0% 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 61. 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. 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 CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD rm, BCI®, BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. BOISE- Quadruple 1-3/4" x 9-1/2" VERSA -LAM® 2.0 2800 DF Floor Beam1F1306 BG CALCO 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Thursday, March 23, 2006 18:17 Build 141 File Name: Great Pond Road Job Name: Description: FB06 Address: Lot #4 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 C a minimum = 2" c = 5-1/2" b minimum = 2-1/2"d = 24" Connection design assumes point load is 'top -loaded'. For connection design of 'side -loaded' point loads, please consult a technical representative or professional of Record. 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 A307 or Grade 2 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in. Staggered Through Bolt Page 2 of 2 rn., Boiaw Double 1-3/4" x 9-1/4" VERSA -LAIN® 2.0 280.0 DF Floor Beam\FB07 BC CALCO 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, March 22, 2006 19:13 Build 141 File Name: BC CALC Project Job Name: Description: FB07 Address: Lot #4 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" DL 1298 lbs SL 1829 lbs Total Horizontal Product Length = 09-06-00 DL 1298 lbs SL 1829 lbs 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 09-06-00 15 psf 35 psf 11-00-00 2 exterior wall Unf. Lin. Left 00-00-00 09-06-00 0 plf 100 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 6727 ft -lbs 48.8% 115% 2 1 - Internal End Shear 2428 lbs 34.3% 115% 2 1 - Left Total Load Defl. U506 (0.214") 47.4% 2 1 Live Load Defl. U865 (0.125") 41.6% 2 1 Max Defl. 0.214" 21.4% 2 1 Span / Depth 11.7 n/a 1 % Allow % Allow Bearing Supports Dim (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 3127 lbs n/a 34.0% Unspecified 131 Post 3-1/2" x 3-1/2" 3127 lbs n/a 34.0% 1 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. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram - c 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 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 FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND TM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. ROME' Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF Floor Beam\F1308 BC CALC® 9.2 Design Report - US 5 spans I No cantilevers 0/12 slope Wednesday, March 22, 2006 19:16 Build 141 File Name: BC CALC Project Job Name: Description: F1308 Address: Lot #4 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 = 34-11-00 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 07-08-00 07-06-00 10 psf 07-09-00 06-00-00 06-00-00 B0, 3-1/2" B1, 3-1/2" B2, 3-1/2" B3, 3-1/2" B4, 3-1/2" B5, 3-1/2" LL 4737 lbs LL 11878 lbs LL 11462 lbs LL 10538 lbs LL 9392 lbs LL 3868 lbs DL 1383 lbs DL 3650 lbs DL 3307 lbs DL 3020 lbs DL 2753 lbs DL 1110 lbs Total Horizontal Product Length = 34-11-00 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 34-11-00 40 psf 10 psf 14-00-00 2 2nd floor Unf. Area Left 00-00-00 34-11-00 35 psf 10 psf 14-00-00 3 3rd floor Unf. Area Left 00-00-00 34-11-00 20 psf 10 psf 14-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 9248 ft -lbs 32.1% 100% 14 1 - Internal Neg. Moment -11114 ft -lbs 38.6% 100% 18 2 - Left End Shear 3857 lbs 32.6% 100% 14 1 - Left Cont. Shear 6056 lbs 51.1% 100% 18 1 - Right Total Load Defl. L/1555 (0.057") 15.4% 14 1 Live Load Defl. L/1901 (0.047") 18.9% 14 1 Total Neg. Defl. -0.026" 5.3% 14 2 Max Defl. 0.057' 5.7% 14 1 Span / Depth 7.8 n/a 3 % Allow % Allow Bearing Supports Dim (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 6120 lbs n/a 66.6% Unspecified 1131 Post 3-112" x 3-1/2" 15528 lbs n/a 169.0% Unspecified B2 Post 3-112" x 3-112" 14769 lbs n/a 160.8% Unspecified 133 Post 3-1/2" x 3-112" 13558 lbs n/a 147.6% Unspecified 134 Post 3-1/2" x 3-112" 12146 lbs n/a 132.2% Unspecified B5 Post 3-1/2" x 3-1/2" 4978 lbs n/a 54.2% 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. Member is not fully supported at post B2. A connector is required at this bearing. 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. Member is not fully supported at post B4. A connector is required at this bearing. Column at Bearing B4 analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B5. A connector is required at this bearing. Column at Bearing B5 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. 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 CALC®, BC FRAMER®, AJSTM ALLJOISTS , BC RIM BOARD TM 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. w!"i isw Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 2800 DF Floor Beam\FB08 BG CALC® 9.2 Design Report - US 5 spans No cantilevers 0/12 slope Wednesday, March 22, 2006 19:16 Build 141 File Name: BC CALC Project Job Name: Description: FB08 Address: Lot #4 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 • • o T • o c • 1 0 e 0 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 m� BOISE, Triple 1-3/4" x 9-1/4" VERSA -LAM@ 2.0 2800 DF Floor Beam\F1309 BCS CALCO 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, March 22, 2006 19:20 Build 141 File Name: BC CALC Project Job Name: Description: FB09 Address: Lot #4 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 1493 lbs DL 813 lbs 10 -os -00 B1, 3-1/2" LL 1493 lbs DL 813 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 61 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 1-- 1- d —►i a o o c e ° ° ° a minimum = 2" c = 5-1/4" 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, BC FRAMER®, AJSTM, ALLJOIST@ , BC RIM BOARD-, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND TM, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. Total Horizontal Product Length = 10-08-00 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 10-08-00 20 psf 10 psf 14-00-00 Controls Summary Value % Allowable Duration Load Case Span Location Disclosure Pos. Moment 5634 ft -lbs 31.3% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1847 lbs 20.0% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/803 (0.153") 29.9% 1 1 output as evidence of suitability for Live Load Defl. U1240 (0.099") 29.0% 1 1 particular application. Output here based on building code -accepted design Max Defl. 0.153" 15.3% 1 1 properties and analysis methods. Span / Depth 13.2 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" 2307 lbs n/a 25.1% Unspecified or ask questions, please call B1 Post 3-1/2" x 3-1/2" 2307 lbs n/a 25.1% 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 61 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 1-- 1- d —►i a o o c e ° ° ° a minimum = 2" c = 5-1/4" 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, BC FRAMER®, AJSTM, ALLJOIST@ , BC RIM BOARD-, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND TM, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. SSE.. Double 1-3/4" x 11-7/8" VERSA -LAM® 2.0 2800 DF Floor BeamT1310 BC CALC® 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, March 22, 2006 19:22 Build 141 File Name: BC CALC Project Job Name: Description: FB10 Address: Lot #4 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 427 lbs DL 1390 lbs SL 2613 lbs 10-08-00 Total Horizontal Product Length = 10-08-00 B1, 3-1/2" LL 427 lbs DL 1390 lbs SL 2613 lbs 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 10-08-00 15 psf 35 psf 14-00-00 2 3rd floor Unf. Area Left 00-00-00 10-08-00 20 psf 10 psf 04-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 10821 ft -lbs 49.0% 115% 13 1 - Internal End Shear 3366 lbs 37.1% 115% 2 1 - Left Total Load Defl. U590 (0.208") 40.7% 2 1 Live Load Defl. U859 (0.143") 41.9% 2 1 Max Defl. 0.208" 20.8% 2 1 Span / Depth 10.3 n/a 1 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 4430 lbs n/a 48.2% Unspecified B1 Post 3-1/2" x 3-1/2" 4430 lbs n/a 48.2% 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. 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 cc a minimum = 2" c = 7-7/8" b minimum = 3" d = 12" Member has no side loads. 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®, AJS-, ALLJOISTO , BC RIM BOARDTM, BCI®, BOISE GLULAMTMSIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND TM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. U of a usa oar The Commonwealth of Massachusetts �� �d��� F'f ' 3), Department of Public Safety occupy arae Checked (09% .BOARD OF FIRE PREVENTION REGULATIONS 527 CMR i 2:00 �/9C). Heave b,xl APPLICATION FOR PERMIT TO PERFORM ELECTcal Codej 527 CMRRICAL WORK Ali work to be pertonned in a cmdMce w� the Massadu�setts (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) DaT Wi[es: Townof' • AfHd'ov or p The undersigned applies for a permit to perform the electrical we Location (Street & Number) Owner or Tenant desc.ebed below. r -,AQ- .) 3-� 324 Owner's Address Is this permit in conjunction with a building permit: Yes No (Check Appropriate Box) ❑ � /% _ Utility Authorization No. Purpose of Building S Existing Service Amps ! Volts Ovedv3ad Q Undgrd,� Na of Meters_ ---- New Service Amps a Za / —Vohs OveOmd ❑ Un -' Er No. of Meters ---- Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No. of Lighting Outlets Lf No. of Het Tubs -1:1 No. of Lighting Fixtures Z- I- Swimming Pool Abo In' d. ❑ md. No. of Receptacle Outlets 0 No. of Oil Burners No. of Switch Outlets L/ Na of Gas bu Total '1 Z- No. of Ranges 1 No. of tons I ow Total Total No. of Disposals No. of purn Tons KNf No. of Dishwashers SpalArea Heating KW Na T "nary KVA G Is KVA No. of Emergency Lighting -- sa Units FIRE ALARMS No. of Zones No. of Detection and Initiating Devices No. of Sounding Devices No. of Self Contained Detectian/Sounding Devices No. of Dryers { Head Devices KW Local [yConne lion UOther No. of No. of Na of Water Heaters KW S' BaitasLs Na Hydro Massage Tubs zf Na of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuard lD the requirementsof Mmmdwsetts Laws I have a current Liability Insurance PoGc.Y including Comps Coverage or equivateM YES NO 11 I have submitted valid proof of same to this office- YES 0/ NO0. if you have checked YES, please indicate the type of coverage by chaddrig the`pro riate box. INSURANCE [3/13OND ❑ OTHER ❑ (Please Specify) Estimated Value ofWork $ 0040. d,3 Work to Start'/ 03 Signed under the penalties of of Penury. (Expiration Date) -72 LIC. NO. FIRM NAME.,_.-;,, nature LIC. NO. Licensee Bus Tei. No. Address ._ ``_ AIL Tel. No. ilk C / _OD�r/� �11 A.J�tt'!L► t� OWNER'S INSURANCE WAVER: I am aware thed the koen ee does not have the insumnce image or its substantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner ❑ Agent ❑ (Please check one) f Telephone Na PERMIT FEE $ 1/ x 01 Date.................................. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ..... 61Z -rl..eiv ... zl'—Zec ...... Z..C..e ....... ...... has permission to perform ...... ME ....ktpv.s.�................................. 11 wiring in the building of .....................f2AVt- ..........................................................I ... T A / 10"D .. North Andover, Mass.at .............. ........ 1............................ Fee. 3.6-0 ........ Lic. No/. ............ ............. ....................... EL crRICAL INSP CTOR Check 11e f4f /T 6461 Commonwealth of Massachusetts (>niei,ll l lse 0111y —--- ' Department of Fire Services j Permit No. Z%� % IE - 1=X� Occupancy and Fete Checked BOARD OF FIRE PREVENTION REGULATIONS ![Rev. 9,0�] ,Ie,lve blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK .SII %cork to he performed in accordance ecith the \:. igassachusetts I : C 1 _ IR 12.00 WLE, ISE PRAT LV AW OR TYPE, ILL LVFOR, LITION) t�� p City or Town of: AoiA--i To rbc- hzshc!Clor• of Wire,v: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street .& Number) 2i S S tea' f/%-,4 Owner or Tenant Owner's Address 3 / Is this permit in conjunction with a building permit. Yes O�No ❑ Purpose of Building Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Telephone No. (Check Appropriate Box) Utility Authorization No. New Service `te amps / 3 -Vo Volts Overhead ❑ Undgrd q—No. of Meters i Number of Feeders and Ampacity 3— �V Location and Nature of Proposed Electrical Work:,. ( umpletiun o/ the J141lo ling lahle maVhe wail -ed by the Inspector o/ Wires No. of Recessed Luminaires No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires O Swimming Pool Above ❑ In- ❑ rnd. grnd. No. of Emergency Lighting Battery Units No. of Receptacle Outlets (� d No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches 3 S No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges / No. of Air Cond. Total Tons /6 No. of Alerting Devices No. of Waste Disposers Heat Pump Totals: Nuons Number mb _ ....__ T ...................._.. KW_ .............. ;No. of Self -Contained i Detection/Alertin Devices No. of Dishwashers f Space/Area Heating KW Local ❑ 1luni"Pi ❑ 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 iMotors Total HP _ Telecommunications Wiring: No. of Devices or Equivalent OTHER: Iltuch additi;;nul drtail ll desirecL 01'US 1.Vgl111'ed ht dIC h1specl0r cif 1171'e..; Estimated Value of Electrical Work: ( When required by municipal policy.) kkork to Start: .2b,5 -A4 Inspections to be requested in accordance with EIEC Rule 10, and upon completion. INSURANCE CO 'E ACE: Unless waived by the owner, no permit for the performance of electrical work may issue unless file licensee provides proof of liability insurance including "completed operation' covera�c or its substantial eyuivalenl. I he undersigned certifies that such coverage is in force, and has C"lllblted proof Of same to the pel'nllt iSSUlntr office. (:'HECK ONE: INSI'RANCE f30ND ❑ 0171.1ER ❑ (Specify:) / rer/i/j,, .wider the pains au(14)enullit•v q 'perjurp, thnl the injurmolion on this application is true and comple'fe. FIRM NAME: B/tT//�l LCL f�7�LC G LLC . LIC. NO.: /C,13.,F6 4 -- Licensee: —0 6 4,e -r tr F -G x—r-i ist j??- Si mature 6 �4- LIC. NO.: lt'r;np/i uLle, rater "e.:em t"inthriiLtnscnrrmh,.rL us. Tel. No.:baa Fr9%-Ss� Address: AV- b , 6 )6-2-"" a line.w 2 .11t. Tel. No.: _ °Security . ystem Contractor License required for this work; if applicable, enter the license number here: OWNER'S INSURANCE WAIVER: I ani aware that the Licensee dol,'.e not have the liability insurance coverage normally required by law. By my, signature below, I hereby waive this requirement. I nnl the (check one) ❑ owner ❑ owner's ,agent. Owner/Agent "— 3ignature Tcicphone No. ffR;VflT FFF, .Qc� G emik tT % e Over v 6-3 Date. a? -A <. . TOWN OF NORTH ANDOVER tr. p PERMIT FOR PLUMBING I'SSACMUS� This certifies that ./�7 G.. .. ...!...... ... ........... . has permission to perform .... A. �^... A/ .... ..... ........... . plumbing in the buildings of .. - ..� . c..i._ .. . ............. . at .. .� . ? ~.G�.?" `"- . !'. / �. ` ..�...... , North Andover, Mass. t Fee. Lic. No). ...... PLUMBING INSPECTOR Check # �! S 684 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Location —6,00 F-elkOwners Name of New I:j Renovation 1:1 Replacement Date Permit # / Amount Plans Submitted Yes ❑ No ❑ (Print or type)Check one: Certificate Installing Company Name LAattyu+)i ❑ Corp. Address 4 � Partner. 47 'AA C' Business Telephone Name of Licensed Plumber: I4.l.Z E Insurance. Coverage: Indicate the ty insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity El Bond ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent ❑ I hereby certify that all of -the details and information I have su fitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and Inst atio performed under Permit Issued ' r this application will be in compliance with all pertinent provisions of the Massach tt , tate P mbi - ode a apter metal Laws. By: ;/, Signaug7oricense um er Title Type of Plumbing License ,,��Gl City/Town icense um er Master Joumeyman ❑ APPROVED (OFFICE USE ONLY / r ,r il� .-.M©---W®.-- mmmm • mmmmmmmmmammmmommmmmm MMME Wilzti.• NWN"n-MMMWMWM---.-■ MMMMM-■ .. o • msomm©mmmmmmmmmmmm MMMMMME i. • mmmmmmmMMMMMMMMMMMMMMMM ■ME 1 0,. • .-M---.-M--..-.---.=MN MME -. • MMMMMM■ MMMMMMMOMMMMMMMMMME (Print or type)Check one: Certificate Installing Company Name LAattyu+)i ❑ Corp. Address 4 � Partner. 47 'AA C' Business Telephone Name of Licensed Plumber: I4.l.Z E Insurance. Coverage: Indicate the ty insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity El Bond ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent ❑ I hereby certify that all of -the details and information I have su fitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and Inst atio performed under Permit Issued ' r this application will be in compliance with all pertinent provisions of the Massach tt , tate P mbi - ode a apter metal Laws. By: ;/, Signaug7oricense um er Title Type of Plumbing License ,,��Gl City/Town icense um er Master Joumeyman ❑ APPROVED (OFFICE USE ONLY Date.�%�..`....... o- ,.o 3= �' do TOWN OF NORTH ANDOVER �s a PERMIT FOR GAS INSTALLATION This certifies that ..f �� .. �T�/� .'- ........ has permission for gas installation in the buildings of ...F`- Gh `�%� �a k at .., ? ..'..... ....... . , North Andover, Mass. Fee.l.G." Lic. No../L.).) ..... GAS INSPECTOR Check # (4 S`C / 54.51 N ASSACMSEITS UNIFORNI APP UCATON FOR PERNU TO DO GAS RUING (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Locations �..�% Owner's Name New Iv1 Renovation Replacement 11 Date C), —/0 - 0� Plans Submitted 11 Permit # J=a�� Amount .$ ego . (Print or type) Name 0 Name of Licensed Plumber or Gas Fitter C one: Certificate Installing Company eL Corp. EPartner. irm/Co. INSURANCE COVERAGE• Check one I have a current liability Insurance policy or it's substantial equivalent. Yes ITNo If you have checked Yes, please indica-type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity 0 Bond Ow ner'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 13 i hereby certify that all of the details and intormation 1 have suon best of my knowledge and that all plumbing work and installation compliance with all pertinent provisions of the ;Llassachusetts 1"" By: Title City/Town ,APPROVED (OFFICE USE ONLY) ;reo) in aDove apphcatton are true ana accurate to the under Permit Issued for this app 1. n will be in Ad Chrac4k 142 ofAk'AeneraL 1rNs--- pmnfre of Licensed Plumber Or Gas Fitter umber� 11,-:11-3 00-69 1sli+ r r7cense iNumner Journeyman ■■■■■tom■�■■■■■■■■=�■■■ ■■■■■fes■■■■■■■■■■■■■■■ 4TH. FLOOR 6TH. FL60R (Print or type) Name 0 Name of Licensed Plumber or Gas Fitter C one: Certificate Installing Company eL Corp. EPartner. irm/Co. INSURANCE COVERAGE• Check one I have a current liability Insurance policy or it's substantial equivalent. Yes ITNo If you have checked Yes, please indica-type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity 0 Bond Ow ner'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 13 i hereby certify that all of the details and intormation 1 have suon best of my knowledge and that all plumbing work and installation compliance with all pertinent provisions of the ;Llassachusetts 1"" By: Title City/Town ,APPROVED (OFFICE USE ONLY) ;reo) in aDove apphcatton are true ana accurate to the under Permit Issued for this app 1. n will be in Ad Chrac4k 142 ofAk'AeneraL 1rNs--- pmnfre of Licensed Plumber Or Gas Fitter umber� 11,-:11-3 00-69 1sli+ r r7cense iNumner Journeyman REScheck Compliance Certificate Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename: Untitled.rck PROJECT TITLE: DENNIS SULLIVANDENNIS SULLIVAN CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) WINDOW / WALL RATIO: 0.18 DATE: 12/07/04 PROJECT DESCRIPTION: LOT 2 GREAT POND RD COMPLIANCE: Passes Maximum UA = 549 Your Home UA = 520 5.3% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E Window 2: Vinyl Frame:Double Pane with Low -E Door 1: Glass Door 2: Solid Door 3: Solid Door 4: Solid Wall 2: Wood Frame, 16" o.c. 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 1600 30.0 0.0 56 1620 15.0 0.0 72 5 0.300 2 540 0.310 167 39 0.330 13 22 0.160 4 18 0.350 6 62 0.280 17 1620 15.0 0.0 125 1760 30.0 0.0 58 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 Massachusetts Energy Code requirements in REScheckVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard 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) Un 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 Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date REScheck Inspection Checklist Massachusetts Energy Code RES checkSoftware Version 3.6 Release 1 DATE: 12/07/04 PROJECT TITLE: DENNIS SULLIVANDENNIS SULLIVAN Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above -Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: [ ] I 2. Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation I Comments: I Windows: [ ] I 1. Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.300 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments: [ ] I 2. Window 2: Vinyl 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: I Doors: [ ] I 1. Door 1: Glass, U -factor: 0.330 I Comments: [ ] 2. Door 2: Solid, U -factor: 0.160 Comments: [ ] 3. Door 3: Solid, U -factor: 0.350 Comments: [ ] I 4. Door 4: Solid, U -factor: 0.280 Comments: Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I I Heating and Cooling Equipment: [ ] I 1. Furnace 1: Forced Hot Air, 82 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. 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 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 shall be insulated per Table J4.4.7.1. Duct Construction: All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. 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. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. 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 120 T or chilled fluids below 55 T must be insulated to the I levels in Table 2.