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HomeMy WebLinkAboutBuilding Permit #508 - 80 PEMBROOK ROAD 1/27/2006.6 ,40RTH I ° p TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION 9SSACHUSEt ` Permit NO: Date Received: l'�' cid; Date Issued: / —� IMPORTANT: Applicant must complete all items on this page LOCATION PROPERTY OWNER `ZA41 qt� Z? C --/1/,7"Z Print MAP NO.: a12- PARCEL: ac/ ZONING DISTRICT: A55 e/ rT['.T 11T TiTii T71�T!\ uicTnAi!' DMTRICT VF.0 Fl TYPE OF IMPROVEMENT -- PROPOSED USE Residential Non- Residential ew Building ane family ❑ Addition D Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Repair, replacement ❑ Assessory Bldg ❑ Commercial ❑ Demolition D Moving (relocation) ❑ Other ❑ Others: ❑ Foundation only DESCRIPTION OF WORK IO 131✓ rxr,rutIvit:u iv& w ��•������/ias, ow -4 �y Identification Please Tyne or Print Clearly) OWNER: Name: 7 s +, Address: 5,--/ t / 57l& � A4wd v,& 7, � -AsIr 7! 7.3 CONTRACTOR Name:�JcA n -rte l Yll, e7elV Phone: 017� o`ZS 90r/ 73 Address: 3-/ �'"/i iS�� %�Y- /y ��'✓eI044,� Supervisor's Construction License: f)0 9&q�Ok Exp. Date: Home Improvement Licenser/ i(k Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE: BULDING PERMIT: $10.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost :$ - x10.00=FEE:$ 1 F Check No.: Receipt No.: 3 (4p, 7 e000, TYPE OF SEWARGE DISPOSAL Tanning/Massage/Body Art ❑ Swimmin'> Pools ❑ C Public Sewer �ee Well F-1Tobacco _ Sales Food Packaging/Sales CJ Permanent Dumpster on Site Private (septic tank, etc. NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner /?��„ ' Signature of Contractorjz Plans'Submitted Y"- Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED PLANNING & DEVELOPMENT ❑ 0 ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS DATE APPROVED DATE REJECTED DATE APPROVED CONSERVATION ❑ X zq Q COMMENTS Kr K ,e7A — � O'� DATE REJECTED DATE APPROVED ; HEALTH ❑ ❑. COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Comments Comments Water & Sewer connection signature & dater%% Temp Dumpster on site yes V1no_ Fire Department signature/date __ 6,6 G �isto /061 Aum V Building Permit Approved and Issued by: 1 _ri l n �i t 11 Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided 30/ DIMENSION Number of Stories: SL Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ./a '03 5;,.*' NO I ES and UA I A — (Por department use) Doc: INSPECTIONAL SERVICES DEPARTMLN'fa3PPORM05 caned AMC Jan 2006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Debris Removal Form ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Form U ❑ Surveyed Plot Plan ❑ Debris Removal Form ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses r ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Form U ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract La Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: INSPECTIONAL SERVICES DEPART51ENT: BPHORN105 Check # 950 2111 (_2-11 18 - ?-241ing Inspector Location No. ifs. Date % e9 TOWN OF NORTH ANDOVER 0 Certificate of Occupancy C14U Building/Frame Permit Fee $ .,4, Foundation Permit Fee $ Other Permit Fee $ �E f,el TOTAL $ Check # 950 2111 (_2-11 18 - ?-241ing Inspector 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 APPLICANT ,& LL_- LOCATION: Assessors Map Number '°' SUBDIVISION STREET_ KVxz OFFICIAL USE OW RECOMMENDATIONS OF TOWN AGENTS: PHONE g ,� S�- 9 Fes" �J 73 PARCEL LOT (8) a /�/3 ST. NUMBER__ CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED ---------------- COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED PUBLIC WORKS - SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR / DATE,__ Revlgd My Jm BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 009802 Birthdate: 08/24/1939 'e, Expires: 08/24/2007 Tr. no: 2024.0 Restricted: 00 _ PAUL J ST HILAIRE 51 THISTLE RD N ANDOVER, MA 01845 Commissioner Item 1. Name of ANDOVER CONSTRUCTION & DEVELOPMENT CORP FEIN 04-2582435 Insured Address 51 THISTLE RD RISK ID 000071644 N ANDOVER, MA 01845 Status 03 CORPORATION Other workplaces not shown above: SEE ITEM 4 Mo. Day Year Mo. Day Year Item 2. Policy Period: From 09-01-05 to 09-01-06 12:01 AM standard time at the address of the insured as stated herein. Item 3. Coverage art One of the policy applies to the Workers Compensation Law of the A. Workers Compensation Insurance: P states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A. The limits of our liability under Part Two are: Bodily Injury by Accident 500,000 each accident Bodily Injury by Disease 500,000 policy limit Bodily Injury by Disease 500,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: SEE END WC 20 03 06A D. This policy includes these endorsements and schedules: SEE EXTENSION OF INFORMATION PAGE Item 4. Premium - The premium for this policy will be determined by our Manuals of Rules Classifications Rates and Rating Plans. All information required below is sub'ect to verification and chane b audit. LINE 110 Premium Basis Rates Estimated Per $100 Estimated Code Total Annual of RE- Annual Classifications rvo. rremums -- SEE EXTENSION OF INFORMATION PAGE Minimum Premium $ 500 MA Total Estimated Annual Premium $ 7,092 Interim adjustment of remium shall be made: ANNUAL This policy, including all endorsements issued therewith, is hereby countersigned by SEE ATTACHED FORM 1710 Authorized Re resentative Date 09-07-05 INIC 1\ K!, TV LI va. WC2-31S-347619-014 GPO 4030 RI Copyright 1987 National Council on Compensation Insurance INSURED CORY WC000001A AR WCIP _ Liberty mutual.. Workers Compensation and r=` ISSUING OFFICE 354 Employers Liability Policy INFORMATION PAGE ACCOUNT NO. SUB ACCT NO. Liberty Mutual Insurance Group/Boston 16586 1-347619 0000 LIBERTY MUTUAL FIRE INSURANCE CO. SALES C N/R IST POLICY NO. TD/CD HOLIES OFFICE lOCODE REPRESENTATIVE 000E 2 YEAR WC2-31S-347619-015 XXX WES ASSIGNED 2003 Item 1. Name of ANDOVER CONSTRUCTION & DEVELOPMENT CORP FEIN 04-2582435 Insured Address 51 THISTLE RD RISK ID 000071644 N ANDOVER, MA 01845 Status 03 CORPORATION Other workplaces not shown above: SEE ITEM 4 Mo. Day Year Mo. Day Year Item 2. Policy Period: From 09-01-05 to 09-01-06 12:01 AM standard time at the address of the insured as stated herein. Item 3. Coverage art One of the policy applies to the Workers Compensation Law of the A. Workers Compensation Insurance: P states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A. The limits of our liability under Part Two are: Bodily Injury by Accident 500,000 each accident Bodily Injury by Disease 500,000 policy limit Bodily Injury by Disease 500,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: SEE END WC 20 03 06A D. This policy includes these endorsements and schedules: SEE EXTENSION OF INFORMATION PAGE Item 4. Premium - The premium for this policy will be determined by our Manuals of Rules Classifications Rates and Rating Plans. All information required below is sub'ect to verification and chane b audit. LINE 110 Premium Basis Rates Estimated Per $100 Estimated Code Total Annual of RE- Annual Classifications rvo. rremums -- SEE EXTENSION OF INFORMATION PAGE Minimum Premium $ 500 MA Total Estimated Annual Premium $ 7,092 Interim adjustment of remium shall be made: ANNUAL This policy, including all endorsements issued therewith, is hereby countersigned by SEE ATTACHED FORM 1710 Authorized Re resentative Date 09-07-05 INIC 1\ K!, TV LI va. WC2-31S-347619-014 GPO 4030 RI Copyright 1987 National Council on Compensation Insurance INSURED CORY WC000001A The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street t l; 'VIA 02111 _ Boston www. mass.crov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name 113usituss/(lrganirationlln,lividual): �t'7/yl�Qj/rr`/t �h � — �. (��� C�E)jt� Address:/ Aj - City/ StateiZip: k, iu ss Al Phone 4:_9 1944-- 1j/ 7' _ Ore ou an employer? Check the appropriate box: .21 am a employer with / 4. ❑ 1 am a general contractor and I employees ( full and/or part-time).* 2. ❑ 1 am a sole proprietor or partner- ship and have no employees working for the in any capacity. [No workers' comp. insurance required.] 3. ❑ 1 am a homeowner doing all work myself. [No workers' comp. insurance required.] t have hired the sub -contractors listed on the attached sheet. 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 employees. [No workers' comp. insurance required.] Type of project (required): 6. [eNew construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10.0 Electrical repairs or additions 1 l.❑ Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other 'Any applicant that checks box # I must also till out the section below showing their workers' compensation policy information. y Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp, policy intimnation. I am an employer that is providing workers' compensation insurance fir my employees. Below is the policy and job site information. Insurance Company Name: Policy ,.4 or Self -ins. Lic. fl:_ Job Site Address: Expiration Date: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under 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 tine Of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the Gains amt penalties of perjury that the information provided above is true and correct. Signature: iJiY��/L!�.: �'�Si�✓�� [date: Phone_'' �.�-- t)lflcial use only. Do not write in this area, to be completed by city or town qj ficial. City or Town: Permit/License # Issuing ,'authority (circle one): 1. Board of Hcalth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section I 0A. The debris will be disposed of in: 'Te- /0 u / L -,-Y© v 5 x0eixo,, Fire Department Sign off: Dumpster Permit (Location of Facility) - 14-1,4A. - Signature of Permit Applicant 1,6 S Date RightFAX 1/25/2006 2:13 PAGE 1/1 RightFAX ON ®Q�$E- Single 7" x 16" VERSA-LAM62.0 3100 DF Floor Beam1F1301 EC CALCV 9.2 Design Report - US 1 scan 1 No cantilevers 10/12 slope Wednesday, January 25, 2006 14:0E Build 141 File Name: SC CALC Project Jab Name: PAUL ST. HILAIRE Description r=B01 .Address: 51 THISTLE RD. Specifier RANDY City, State, Zip: , Designer SULLY Customer. Company: WSI Code reports. ESR -1040 Misc: 130, 1-3(4- 81, 1-3/4' LL -IZW los LL 5880 Ibs :)L 1897 lbs OL 1867 lbs Taal of Horizontal Deign Spans a 24-06-M Load Sumimary Tag Description Load Type Ref. Start Fnd Live Dead 100% 90% Snow Wind Roof Live 116% 133% 126% Trib. 1 Standard Lcad Unf Area Lett 00-00-00 24-06-00 40 psf 10 psf 12-00-00 Controls Summary value %Allowable Duration Load Case Sam Location Dlaclosure mos. Moment 47448 r-Ibs 50.8% 100% 1 1 - Internal Can%pideness and acwracy of innut must End Shear 5752 lbs 28.2% 100% 1 1 -Left bevenied by anyone who would ray on Total Load Defl. _/390 (0.753") 51.5% 1 1 output as evidence o' suitability tor particular Live Load Defl. J514 (0.572") 70.0% 1 1 application. Output naebased on owtdirg Max Defl. 0.753" 75.3% 1 1 cod4aaceoteddowgi proprbesand Spar. !Depth 16.3 nla 1 anagws methods. Insrsliab r of BOISc engineered wood products must be ,r accordance with current InstabeCon Gude Notes and a.-rolicable building codes To obtain Design meets Code minimum (L1240*, Toa: load deflection criteria. InsWiabm Guide or asK questions. Dtewe Design meets Code minimum (L13601 Live load deflection criteria. call (800)232.0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. BC CAL09, SC FRAMERm , A,lS"-. Minimum bearing length for BO is 1-1t7' ALLlO!STT. BC RIM BOARD'-, BCH Minimum bearing lengtn for B" is 1-1/7 BOTS= GLUI+MT" S1..VPLE =RW- G ntered/Displayed Horizontal Span Leng:h(s) = Clear Spar + 12 min end nearing — SYSTEMT . VERSA-_ Me VERSA -RIM 12 intermediate bearing PLUM, VERSA-RIMts. VERSASTRA.HD"', VERSA-STL XD re trademarks of Boise Wood Products, LL. C. Page 1 of 1 BOISE- Double 1-3/4" x 9-1/2" VERSA -LAM® 2.0 3100 SP Floor BeamT1301 BC CALL® 9.2 Design Report - US 1 span I No -cantilevers 10/12 slope Thursday, January 26, 2006 16:06 Build 141 File Name: BC CALC Project Job Name: Andover Const Description: FB01 Address: 51 Thistle Road Specifier: City, State, Zip: North Andover, Ma Designer: Randy Cross Customer: Company: Jackson Lumber & Millwork Code reports: ESR -1040 Misc: B0, 1-314" LL 1902 Ibs DL 998 Ibs Total of Horizontal Design Spans = 10-00-00 B1, 1-314" LL 1616 Ibs DL 855 Ibs Load Summary Value % Allowable Duration Load Case Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 10-00-00 40 psf 20 psf 03-06-00 2 point load from stair trimmer Conc. Pt. Left 06-03-00 06-03-00 700 lbs 350 lbs n/a 3 Unf. Area Left 00-00-00 06-09-00 40 psf 20 psf 05-03-00 Controls Summary Value % Allowable Duration Load Case Span Location Pos. Moment 7865 ft-Ibs 56.3% 100% 1 1 - Internal End Shear 2437 lbs 38.6% 100% 1 1 - Left Total Load Defl. 0435 (0.276") 55.2% 1 1 Live Load Defl. U662 (0.181") 72.5% 1 1 Max Defl. 0.276" 27.6% 1 1 Span / Depth 12.6 n/a 1 Notes Design meets Code minimum (0240) 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 B 1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram ab I d -7 a I c .S a minimum = 2" c = 5-1/2" b minimum = 3" d = 12" Connection design assumes point load is 'toploaded'. For connection design of'side•loaded' point loads, please consult a technical representative or professional of Record Member has no side loads Concentrated loads are not considered in side load analysis Connectors are: 16d Sinker Nails Page 1 of 1 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, ALUOIST®, BC RIM BOARD-, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. BO -SE- Double 1-3/4!'x 11-7/8" VERSA -LAM@) 2.0 3100 SP Floor BeamT1302 BC CALC® 9.2 Design Report - US 1 span I No cantilevers 10/12 slope Thursday, January 26, 2006 16:09 Build 141 File Name: BC CALC Project Job Name: Andover Const Description: FB02 Address: 51 Thistle Road Specifier: City, State, Zip: North Andover, Ma Designer: Randy Cross Customer: Company: Jackson Lumber & Millwork Code reports: ESR -1040 Misc: B0, 1-3/4" B1, 1-3/4" LL 1867 lbs LL 1867 lbs DL 2756 lbs DL 2756 lbs SL 2613 lbs SL 2613 lbs Total of Horizontal Design Spans = 10-08-00 Load Summary value % Allowable Duration Load Case Span Location 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 30 psf 20 psf 07-00-00 2 wall Unf. Lin. Left 00-00-00 10-08-00 0 plf 85 plf n/a 3 ceiling joist Unf. Area Left 00-00-00 10-08-00 20 psf 10 psf 07-00-00 4 roof Unf. Area Left 00-00-00 10-08-00 15 psf 35 psf 14-00-00 Controls Summary value % Allowable Duration Load Case Span Location Pos. Moment 19295 ft -lbs 78.9% 115% 2 1 - Internal End Shear 5794 lbs 63.8% 115% 2 1 - Left Total Load Defl. U316 (0.405") 75.8% 2 1 Live Load Defl. U511 (0.25") 93.9% 2 1 Max Defl. 0.405" 40.5% 2 1 Span / Depth 10.8 n/a 1 Notes Design meets Code minimum (0240) 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 B0 is 2-3/4". Minimum bearing length for B 1 is 2-3/4". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram L b� d—� a T. I 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"A, ALLJOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMTm, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM, VERSA -STUD® are trademarks of Boise Wood Products L.L.C. 4 BOISE- Quadruple 1-314" x 97112" VERSA -LAME 2.0 3100 SP Floor Beam1FBO3 BC CALC® 9.2 Design Report - US 1 span I No -cantilevers 10/12 slope Thursday, January 26, 2006 16:11 Build 141 Job Name: Andover Const Address: 51 Thistle Road City, State, Zip: North Andover, Ma Customer: Code reports: ESR -1040 File Name: BC CALC Project Description: FB03 Specifier: Designer: Randy Cross Company: Jackson Lumber & Millwork Misc: 4 �. '. i, ... ✓�� � -.. ?Ss... a �, it d'' '' � ,y ` :. 4 f tc f a 14-03-08 B0, 1-3/4" LL 3001 lbs _DL 2134 lbs B1, 1-3/4" LL 3001 lbs DL 2134 lbs Total of Horizontal Design Spans = 14-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 14-03-08 30 psf 20 psf 14-00-00 Controls Summary value % Allowable Duration Load Case Span Location Pos. Moment 18350 ft -lbs 65.7% 100% 1 1 - Internal End Shear 4514 lbs 35.7% 100% 1 1 - Left Total Load Defl. U254 (0.674") 94.4% 1 1 Live Load Defl. U435 (0.394") 82.7% 1 1 Max Defl. 0.674" 67.4% 1 1 Span / Depth 18.1 n/a 1 Notes Design meets Code minimum (0240) 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 B 1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram a minimum = 2" c = 5-1/2" b minimum = 2-1/2" d = 24" Member has no side loads 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 FRAMERS, AJS1u, ALUOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA RIM®, VERSA-STRANDTM, VERSA -STUDS are trademarks of Boise Wood Product$ L.L.C. BOISE- Double 1-314" x 9-1/2" VERSA -LAM® 2.0 3100 SP Floor BeamT1304 BC CALL® 9.2 Design Report - US 2 spans I No cantilevers 0/12 slope Thursday, January 26, 2006 16:12 Build 141 File Name: BC CALC Project Job Name: Andover Const Description: FB04 Address: 51 Thistle Road Specifier: City, State, Zip: North Andover, Ma Designer: Randy Cross Customer: Company: Jackson Lumber & Millwork Code reports: ESR -1040 Misc: x B0, 1-3/4" B1, 3-1/2" B2, 1-314" LL 505 lbs LL 4387 lbs LL 1590 lbs DL 0 lbs DL 2340 lbs DL 844 lbs Total of Horizontal Design Spans = 17-11-08 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 17-11-08 20 psf 10 psf 14-00-00 Controls Summary Value %. Allowable Duration Load Case Span Location Pos. Moment 6903 ft -lbs 49.5% 100% 16 2 - Internal Neg. Moment -8625 ft -lbs 61.8% 100% 1 1 - Right End Shear -2078 lbs 32.9% 100% 16 1 - Left Cont. Shear 3244 lbs 51.3% 100% 1 2 - Left Uplift 1949 lbs n/a 16 1 - Left Total Load Defl. L/412 (0.412") 58.2% 16 2 Live Load Defl. L/628 (0.27") 76.4% 16 2 Total Neg. Defl. -0.026" 5.2% 16 1 Max Defl. 0.412" 41.2% 16 2 Span / Depth 17.9 n/a 2 Cautions Uplift of 1949 lbs found at span 1 - Left. Notes Design meets Code minimum (1-1240) 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 B0 is 1-1/2". Minimum bearing length for B 1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram L b C--- d a • �- • 0 o� o a minimum = 2" c = 5-1/2" 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 CALCS, BC FRAMERS, AJSTM, ALLJOISTS, BC RIM BOARD-, BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEMS, VERSXLAMS, VERSA -RIM PLUSS , VERSA -RIMS, VERSA-STRANDTM, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. z 80iSrE` Triple 1-3/4" x 9-1/2" VERSA -LAM® 2.0 3100 SP Floor Beam1FB05 BC CALC® 9.2 Design Report - US 1 span I No -cantilevers 0/12 slope Thursday, January 26,. 2006 16:13 Build 141 File Name: BC CALC Project Job Name: Andover Const Description: FB05 Address: 51 Thistle Road Specifier: City State, Zip: North Andover, Ma Designer: Randy Cross Customer: Company: Jackson Lumber & Millwork Code reports: ESR -1040 Misc: B0, 1-3/4" LL 700 lbs 61, OL 1470 lbs LL 7000bs lbs DL 1470 lbs SL 2450 lbs SL 2450 lbs Total of Horizontal Design Spans = 10-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf. Area Left 00-00-00 10-00-00 20 psf 10 psf 07-00-00 2 Unf. Area Left 00-00-00 10-00-00 15 psf 35 psf 14-00-00 Controls Summary value %, Allowable Duration Load Case' Span Location Pos. Moment 11550 ft -lbs 48.0% 115% 2 1 - Internal End Shear 3821 lbs 35.1% 115% 2 1 - Left Total Load Defl. U433 (0.277') 55.4% 2 1 Live Load Defl. U635 (0.189") 75.6% 2 1 Max Defl. 0.277" 27.7% 2 1 Span / Depth 12.6 n/a 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 B 1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram L b I— r— d �-- i a e Z. c a minimum = 2" c = 5-1/2" b minimum = 3" d = 12" e minimum = 3" 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®, AJSTM, ALLJOIST®, BC RIM BOARD"", BCI®, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA-STRANDTM, VERSA -STUD® are trademarks of Boise Wood Products, L.L.C. a. REScheck Compliance Certificate Massachusetts Energy Code REScheck Software Version 3.6 Release la Data filename: C:\Program Files\Check\REScheck\CL-363.rck PROJECT TITLE: Plan # CL -363 / 25-151 CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) WINDOW / WALL RATIO: 0.14 DATE: 01/23/06 DATE OF PLANS: January 13, 2006 PROJECT DESCRIPTION: 28 x 38 Colonial 2,790 sq. ft. DES IGNER/CONTRACTOR: Andover Constr. 7 devel. 51 Thistle Road North Andover, MA 01845 978-258-9173 PROJECT NOTES: Paradigm window units COMPLIANCE: Passes Maximum UA = 546 Your Home UA = 514 5.9% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Other Wall l: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E Window 2: Vinyl Frame:Double Pane with Low -E Window 3: Other Door 1: Solid Gross Area or Cavity Perimeter R -Value Permit Number Checked By/Date Glazing Cont. or Door R -Value -Factor UA 1723 30.0 0.0 9 2789 13.0 0.0 369 14 13 56 60 0.200 2 192 0.400 148 0.400 6 0.560 7 0.350 ];; Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1670 19.0 0.0 78 Floor 2: All -Wood Joist/Truss:Over Outside Air 26 19.0 0.0 1 Furnace 1: Forced Hot Air, 90 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES check Version 3.6 Release la (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard 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 ecified in S tions 780CMR 1310 and J4.4. REScheck Inspection Checklist Massachusetts Energy Code REScheck Soffware Version 3.6 Release la DATE: 01/23/06 PROJECT TITLE: Plan # CL -363 / 25-151 Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: 2. Ceiling 2: Other, U -factor: 0.200 Documentation must be submitted verifying the overall assembly U -factor. The U -factor must be developed in accordance with accepted a gineering practice. Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame:Double Pane with Low -E, U -factor:' 0:400 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: e 2. Window 2: Vinyl Frame:Double Pane with Low -E, U- ctor:.0.400 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: cAA�i�'%� 3. Window 3: Other, U -factor:, -0:560 - For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: _57M7 A:Sr -77 Doors: 1. Door 1: Solid, U -factor: 0.350 Comments: Floors: 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: 2. Floor 2: All -Wood Joist/Truss:Over Outside Air, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope, recessed lighting fixtures shall meet one of the fallowing 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 cfin (0.944 Us) 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/12 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 of the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Siang: [ ] 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/offheater 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 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. n , P Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tykes Range F 2" Runouts l" and Less 1.25" to 2" 2.5" to 4„ Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( F) U12 to 1" Up 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 Piping System Tykes Range F 2" Runouts l" and Less 1.25" to 2" 2.5" to 4„ Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) s. O O z 4 ok ri WD a _ H COD W H ac W V COD a w °o C1 0 cov w o r� 2 u co a X. 0 w Q+ o c�: c w 0 H UM a w w o o4 � cn C X. a 0 H UWw o c4 � w m z cn E cn a _ H COD W H ac W V COD E N O i N C 0 cmm CM C m O co C �C N m t O Z 0 8 Cl F 0 cn �0 wU eW, I v 0 4 a O CD O CD co Z p. O y C c ' Qi ND p O .g m m co � = CD 3.0 CD CD o O O a CL v�ct c o Cc� D C Z 5 CL V H C C C _c �. CA LLI 0 LLI Y/ W W 19 W C4 o m GO Ea 0C CD e ,r a E.o c L- o LE ., O G3 0 m 0 �: d. 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