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Home My WebLink AboutBuilding Permit #272 - 6 MOODY STREET 10/12/2007 OORTH BUILDING PERMIT oftt��o qti TOWN OF NORTH ANDOVER APPLI TION FOR PLAN EXAMINATION Permit NO: apz tiJ� Date Received," # SSAGHUSE Date Issued _>-2 IMPORTANT:Applicant must complete all items on this page PRDPE ff OBJ 11 tit , zk AAF'hN0PARCEL AIV ,-�OTING'1�IS7RtTHastonc Dis#nct' des . ' _ ".Mact?ine Shop � Village.„ yes o TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition I wo or more family Industrial A teration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septicll#/ lI sloodplam" Wetlands Wa#ers1-ed31str�ct DESCRIPTION OF WORK TO BE PREFORMED: 0 Identi cation Pi se Type or Print Clearly) OWNER: Name: ,� •rGc� lG�Jll�l/^ Phone: Address: `r�r~ moi' � ✓tr �G/�� h CONTRACTOR ,'Name f w �. . . ,Address, z Superv�sor',s Cons#r�ct�on license s � = " ,Exp date _ 1-fotie lra�provement License Exp , Date ARCHITECT/ENGINEER /`��f�' �/� C�[>f/GL Phone: -4e-Address: j 63 x eve- x!:515 e--:r �elfV Reg. No.�®.�� FEE SCHEDULE:BOLDING PERMIT-$12.00 PER$1000.00 OF THE TOTAL ESTIMATEDCOST BASED ON$125.00 PER S.F. Total Project Cost: i 2f1 i2 r FEE: $� r� `Check No.:�/ Receipt No.: NOTE: Persons contracting with unregi ontractors do not have access to the guaranty fund Signature : agent/ w. -r er }a_� of contractor i Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Publicr Sewer' Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site rZ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS DATE REJECTED DATE APPROVED CONSERVATION COMMENTS DATE REJECTED DATE APPROVED HEALTH COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes a 1 L ` Planning Board Decision: Comments Conservation Decision: Comments Water $ Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street :FIRE DEPARTMENT Temp Dumpster on.bite es no - . ;Located at 124 Mam Street Fireepartrn+ent's�gnattarellate COMMENTS ( � �� Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition'Or Decks wilding Permit Application ❑_�f d-S� ed Plot Plan ai orkers Comp Affidavit ❑ e ' o .I.C. And C.S.L. Licenses 4477 -eve a---Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) a--�M s check Energy Compliance Report (If Applicable) veering Affidavits for Engineered products NOTE: P dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location e�e No. Date /I> '12- d-� NORTH TOWN OF NORTH ANDOVER t 1� f s a � + a + ; ; Certificate of Occupancy $ /J / CMUsE<� Building/Frame Permit Fee $ TV Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 206 / : , - Building Inspector NORTH 0 of o o dover, Mass., Z• O 1J. LAKE COCHICHEWICK y1. RATED PPa��S BOARD OF HEALTH Food/Kitchen Septic System PERMIT T D �/ � � - BUILDING INSPECTOR THIS CERTIFIES THAT....... ... .. 1.If••� D-onootw.............. Foundation has permission to erect.......:................................ buildi gs on ..... ......M Q.Q.. .........4 '...............::..... Rough .... to be occupied as �R'1 .... .�Q.�. .... �......� ........ �.�. �..... ...... .... .:.•.............. Chimney provided that the p rson accepting this permit shall in every respect conform to the t ms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRL S TS Rough .... ...... ..... ............. ............................... Service BUIL WOR Final , Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. MONTH TOWN OF NORTH ANDOVER ° s"•" "o OFFICE OF BUILDING DEPARTMENT + + 1600 Osgood Street Building 20, Suite 2-36 North Andover,Massachusetts 01845 1sswc►n�stt Gerald A.Brown Telephone(978)688-9545 Inspector of Buildings , Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION Please WM DATE:__�� JOB LOCATION: e,,- Number Street Addresor MawLot HOMEOWNER i/% hcc��% Name Home Phone Work Phone PRESENT MAILING ADDRESS �m e City Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which helshe resides or intends to reside,on which there is,or is intended to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirenients and that he/she will comply with said procedures and requirements. H0Iv1EOW ERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Revised 10.2005 Form Homeowners Exemption BOARD OF \PPF:V_S 6X8-95:}1 CON'SERV. HON 648-9530 ITEALTH 08-95.30 PL.L\vI�G 688-9535 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 M www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): s�%'/JL�G�'ZA Address: J r City/State/Zip: o> j nCyjY�� W 0/R,5 Phone #: Are you an employer? Check the appropriate box: Type of project(required): I.❑ I am a employer with 4. [am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. E] Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. S2�13uilding addition [No workers' cornp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t 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 information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: A� Job Site Address: Do �/tt� City/State/Zip: Attach a copy of the workers' compens tion 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 fine 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. Ido hereby certify under the d penalties of perjury that the information provided above is true and correct. Si natur • Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Contractors for 6 Moody Street Framing— LP & Sons 161 Fordway-Ext Derry,NH. 03038 Electrical-M.W. Damour Electrical LLC 6 Moody Street North Andover,MA. 01845 HVAC-Delleo Mechanical 8 Dunshire Drive Chelmsford,MA. 01863 Plumbing-AES Plumbing Burlington,MA. 01803 i ! lrow ADDRESS••R • ' "--- ADDRESS ..s • • -` AMPTE M-7 WORK INCLUDED AMQUNT OF BID �► ., , , � _ :rte i s � y r : i • 1. _ .r � r � � l � �� EXCLUSIONS AND,QUALIFICATIONS • _ ' / /Hirt i� I;L:W:gw:lolm ENERGY CALCULATIONS MANUAL TRADE-OFF WORKSHEET BUII.DERNAM& ,l t'• G O!/`r DATE 10-1407 PERMIT NUMBER BUILDERADDRESS: (l/ RJ� /• CHECKED BY SITE ADDRESS:6 Mood•SUES,No.Andover Ma 01845 ZONE(cirde oneY. I2 13 14 / DATE SUBMITTED BY: PHONE NUM.: �V3 PROPOSED REQUIRED CEILINGS,SKYLIGHTS,AND FLOORS OVER OUTSIDE AIR REQUIRED INSULATION X NET AREA U-VALUE DESCRIPTION R-VALUE U-VALUE .Fr. =UA ABLEJ6.22h XAREA =UA CEILING 30 0.033 1061.00 3537 0.026 1061.00 27.59 TABLE J6.2.2a FLOOR OVER OUTSIDE AIR 30 0.033 14.00 0.47 TABLE J6.2.2a TOTALAREA 1075.00 TOTALUA 35.ffi WALLS,WINDOWS,AND DOORS REQUIRED INSULATION X NET AREA U-VALUE DESCRIPTION R-VALUE U-VALUE (SO.Fr. =UA ABLE J6.2.2h X AREA =UA WALLS IS 0.067 922.00 61.47 0.120 1100.00 132.00 ABLE J62.2b,c d WINDOWS 0 0320 17800 56.96 NFRC or TABLE J 1 Sib DOORS o 0.560 0.00 0.00 NFRC or TABLE J 1.53b SLIDINGGLASS DOORS o 0320 0.00 0.00 NERC or TABLE 11-53a) TOTALAREA 1100.0D TOTAL UA 118.43 FLOORS AND FOUNDATIONS X NET AREA OR REQUIRED INSULATION INSULATION PERIMETER U-VALUE DESCRIPTION DEPrH IN. R-VALUE U-VALUE (SO.FT. =UA ABLE J6.2 2h X AREA =UA FLOOR OVER UNCONDITIONED SPACE 0.00 0.033 0.00 0.00 0.050 0.00 0.00 TABLE J6.2.2e BASEMENT WALL 0.00 0.000 0.00 0.00 0.018 0.00 0.00 ABLE J6.2.2 UNHEATED SLAB 2 0.00 0.000 0.00 0.00 0.740 0.00 0.00 TABLE J6.2.2 HEATED SLAB 2 0.00 0.0m 0.00 0.00 0.710 0.00 0.00 ABLE J6.2.2 TOTALUA 0.00 TOTAL PROPOSED UA 154.26 TOTAL REQUIRED UA 159.59 NOTES: * TOTAL PROPOSED UA MUST BE LESS THAN OR EQUAL TO THE TOTAL REQUIRED UA * STATEMENT OF COMPLIANCE: THE PROPOSED BUILDING DESIGN REPRESENTED IN THESE DOCUMENTS IS CONSISTENT WITH THE BUILDING PLANS,SPECIFICATIONS,AND OTHER CALCULATIONS SUBMITTED WITH THE PERMIT APPLICATION. BUILDER/DESIGNER: iY/!t>'!/ G��IvI�/� COMPANY NAME Fax Server 10/11/2007 1 : 27 : 47 PM PAGE 1/001 Fax Server 80irE- Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1BEAM 2 BC CALC®9.5 Design Report- US 1 span I No cantilevers 10/12 slope Thursday, October 11, 2007 13:21 Build 91 File Name: BC CALC Project Job Name: MIKE DAMOUR Description: BEAM 2 Address: Specifier: DENNIS T. City State, Zip: NORTH ANDOVER, MA Designer: BRIAN BIRKINBINE Customer: JACKSON Company: WOOD STRUCTURES INC Code reports: ESR-1040 Misc: 14-00-00 BO LL 2275 lbs B1 DL 2794 lbs LL 2275 lbs SL 3943 lbs DL 2794 lbs SL 3943 lbs Total of Horizontal Design Spans=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib 1 Standard Load Unf. Area(psf) Left 00-00-00 14-00-00 30 15 06-06-00 2 wall Unf. Lin. (plf) Left 00-00-00 14-00-00 0 80 n/a 3 ceiling Unf. Area(psf) Left 00-00-00 14-00-00 20 10 06-06-00 4 roof Unf. Area(psf) Left 00-00-00 14-00-00 10 40 12-01-00 5 bump roof Unf. Area(psf) Left 00-00-00 14-00-00 10 40 02-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 31542 ft-lbs 73.4% 115% 13 1 -Internal be verified by anyone who would rely on End Shear 7201 lbs 58.9% 115% 2 1 -Left output as evidence of suitability for particular Total Load Defl. L/3610.466" ( ) 66.5% 2 1 application.Output here based on building Live Load Defl. L/523(0.321") 68.9% 13 1 code-accepted design properties and Max Defl. 0.466" 46.6% 13 1 analysis methods.Installation of BOISE Span/Depth 10.5 n/a 0 1 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Notes Installation Guide or ask questions,please Design meets Code minimum (U240)Total load deflection criteria. call(&38)2344)056 before installation. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. ALLJOBC CALC®,BC FRAMER@, -,B Minimum bearing length for BO is 3-3/8'. BOISE GLUSTO, M RIM BOARD-,FR BCI®, BOISE GLULAMTM' SIMPLE FRAMING Minimum bearing length for B1 is 3-3/8". SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Connection Diagram b d a a minimum =2" c= 12" b minimum =3" d = 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 Fax Server 10/11/2007 1 : 34 : 45 PM PAGE 1/001 Fax Server BO!SE- Double 1-314" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1BEAM 3 BC CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope Thursday, October 11, 2007 13:22 Build 91 File Name: BC CALC Project Job Name: MIKE DAMOUR Description: BEAM 3 Address: Specifier. DENNIS T. City State, Zip: NORTH ANDOVER, MA Designer: BRIAN BIRKINBINE Customer: JACKSON Company: WOOD STRUCTURES INC Code reports: ESR-1040 Misc: .: 14-00-00 AL BO B1 LL 4229 lbs LL 4719 lbs DL 2771 lbs DL 2771 lbs Total of Horizontal Design Spans=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf. Area(psf) Left 00-00-00 14-00-00 30 15 12-01-00 2 wall Unf. Lin. (plf) Left 00-00-00 14-00-00 0 80 n/a 3 ceiling Unf. Area(psf) Left 00-00-00 14-00-00 20 10 12-01-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 24501 ft-lbs 84.4% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 5761 lbs 61.9% 100% 1 1 -Left output as evidence of suitability for particular Total Load Defl. L/311 (0.54") 77.1% 1 1 application.Output here based on building Live Load Def I. L/515(0.326") 69.9% 1 1 code-accepted design properties and Max Def 1. 0.54" 54.0% 1 1 analysis methods.Installation of BOISE Span J Depth 12.0 n/a 0 1 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Notes Installation Guide or ask questions,please Design meets Code minimum (L/240)Total load deflection criteria. call(888)2344)056 before installation. Design meets Code minimum(L/360)Live load deflection criteria. BC CALC®, BC FRAMERS,AJS—, Design meets arbitrary(1") Maximum load deflection criteria. ALLJOISTO, BC RIM BOARD-,BCI®, Minimum bearing length for BO is 2-5/8"• BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for B1 is 2-5/8 SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRANDO,VERSA-STU DO are trademarks of Boise Wood Products,L.L.C. Connection Diagram b d a CTI a minimum =2" c= 10" b minimum =3" d = 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 Fax Server 10/11/2007 1 : 23 : 12 PM PAGE 1/001 Fax Server solsw Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1BEAM 4 BC CALC®9.5 Design Report- US 1 span No cantilevers 10/12 slope Thursday, October 11, 2007 13:22 Build 91 File Name: BC CALC Project Job Name: MIKE DAMOUR Description: BEAM 4 Address: Specifier. DENNIS T. City State, Zip: NORTH ANDOVER, MA Designer: BRIAN BIRKINBINE Customer. JACKSON Company: WOOD STRUCTURES INC Code reports: ESR-1040 Misc: 3 7.. 5 2 74-00-00 BO LL 3690 lbs B1 DL 1784 lbs LL 2017 lbs SL 69 lbs DL 1422 lbs SL 898 lbs Total of Horizontal Design Spans=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Trib 1 Standard Load Unf. Area(psf) Left 00-00-00 14-00-00 30 15 05-06-00 2 octogon bump Unf. Area(psf) Left 05-00-00 12-00-00 30 15 01-00-00 3 wall Unf. Lin. (plf) Left 00-00-00 05-00-00 0 80 n/a 4 wall Unf. Lin. (plf) Left 12-00-00 14-00-00 0 80 n/a 5 roof Unf. Area(psf) Left 00-00-00 05-00-00 40 10 12-01-00 6 roof Unf. Area(psf) Left 12-00-00 14-00-00 10 40 12-01-00 7 ceiling Unf. Area(psf) Left 00-00-00 05-00-00 20 10 05-06-00 8 ceiling Unf. Area(psf) Left 12-00-00 14-00-00 20 10 05-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 13523 ft-lbs 70.4% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 4354 lbs 58.2% 100% 1 1 - Left output as evidence of suitability for particular Total Load Defl. L/284(0.592") 84.5% 2 1 application.Output here based on building Live Load Defl. L/424(0.396") 84.9% 2 1 code-accepted design properties and Max Defl. 0.592" 59.2% 2 1 analysis methods.Installation of BOISE engineered wood products must be in Span/Depth 14.9 n/a 0 1 accordance with current Installation Guide and applicable building codes.To obtain Notes Installation Guide or ask questions,please Design meets Code minimum (U240)Total load deflection criteria. cell(888)234-0056 before installation. Design meets Code minimum (L/360)Live load deflection criteria. BC CALC®, BC FRAMER®,AJSTM', Design meets arbitrary(1") Maximum load deflection criteria. ALLJOISTO, BC RIM BOARD-,BCI®, Minimum bearing length for BO is 2-1/8"• BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for B1 is 1-5/8"• SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Wood Products,L.L.C. Connection Diagram b d a C a minimum =2" c=7-1/4" b minimum =3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Fax Server 10/11/2007 1 : 22 : 06 PM PAGE 1/002 Fax Server BOISE' Double 1-314" x 9-114" VERSA-LAM® 2.0 3100 SP Roof Beam1BEAM 5 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope Thursday, October 11, 2007 13:21 Build 91 File Name: BC CALC Project Job Name: MIKE DAMOUR Description: BEAM 5 Address: Specifier: DENNIS T. City State,Zip: NORTH ANDOVER, MA Designer: BRIAN BIRKINBINE Customer: JACKSON Company: WOOD STRUCTURES INC Code reports: ESR-1040 Misc: �o 3 11-00-00 BO LL 840 lbs B1 DL 1135 lbs LL 840 lbs DL 1135 lbs SL 2658 lbs SL 2658 lbs Total of Horizontal Design Spans=11-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 ceiling Unf. Area(psf) Left 00-00-00 11-00-00 20 10 07-00-00 2 roof Unf. Area(psf) Left 00-00-00 11-00-00 10 40 12-01-00 3 ceiling oct Unf. Area(psf) Right 02-00-00 09-00-00 20 10 01-00-00 Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 12846 ft-Ibs 84.2% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 3938 lbs 55.7% 115% 2 1 - Left output as evidence of suitability for particular Total Load Defl. L/218(0.606") 82.6% 2 1 application.Output here based on building Live Load Defl. L/289(0.457") 83.1% 2 1 code-accepted design properties and Max Defl. 0.606" 60.6% 2 1 analysis methods.Installation of BOISE Span 1 Depth 14.3 n/a 0 1 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Cautions Installation Guide or ask questions,please For roof members with slope(1/4)/12 or less final design must ensure that ponding call(888)2344X)56 before installation. instability will not occur. BC CALCO,BC FRAMER®,AJS— For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTO,BC RIM BOARD—, BCI®. surcharge load. BOISE GLULAM—,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum(U180)Total load deflection criteria. VERSA-STRANDO,VERSA-STUDO are Design meets Code minimum (U240) Live load deflection criteria. trademarks of Boise Wood Products, L.L.C. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". Minimum bearing length for B1 is 1-3/4". Entered/Displayed Horizontal Span Length(s)= Clear Span+1/2 min. end bearing+ 1/2 intermediate bearing Member Slope=0, consider drainage. Page 1 of 2 Fax Server 10/11/2007 1 : 22 : 06 PM PAGE 2/002 Fax Server BO!SE- Double 1-3/4" x 9-1/4" VERSA-LAM®2.0 3100 SP Roof Beam1BEAM 5 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, October 11, 2007 13:21 Build 91 File Name: BC CALC Project Job Name: MIKE DAMOUR Description: BEAM 5 Address: Specifier: DENNIS T. City State, Zip: NORTH ANDOVER, MA Designer: BRIAN BIRKINBINE Customer: JACKSON Company: WOOD STRUCTURES INC Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must a 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 a minimum =2" c=5-1/4" call(888)2344056 before installation. b minimum =3" d= 12" BC CALCO,BC FRAMER®,AJS— Member has no side loads. Connectors are: 16d Common Nails ALLJOISTO, BC RIM BOARD- BCI®,BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 Fax Server 10/11/2007 1 : 28 : 53 PM PAGE 1/001 Fax Server BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1BEAM 1 BC CALC®9.5 Design Report- US 1 span I No cantilevers 10/12 slope Thursday, October 11, 2007 13:22 Build 91 File Name: BC CALC Project Job Name: MIKE DAMOUR Description: BEAM 1 Address: Specifier: DENNIS T. City State, Zip. NORTH ANDOVER, MA Designer: BRIAN BIRKINBINE Customer. JACKSON Company: WOOD STRUCTURES INC Code reports: ESR-1040 __ II Misc: 12 10-08-00 BO B1 DL 1318 lbs DL 1318 lbs SL 2538 lbs SL 2538 lbs Total of Horizontal Design Spans=10-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Trib 1 Standard Load Unf. Area(psf) Left 00-00-00 10-06-00 20 40 12-01-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 10120 ft-lbs 63.1% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 3220 lbs 44.3% 115% 3 1 -Left output as evidence of suitability for particular Total Load Defl. L/314(0.402") 57.4% 3 1 application.Output here based on building Live Load Defl. L/477(0.264") 50.3% 3 1 code-accepteddesign properties and Max Defl. 0.402" 40.2% 3 1 analysis methods. Installation of BOISE engineered wood products must be in Span/Depth 13.3 n/a 0 1 accordance with current Installation Guide and applicable building codes.To obtain Cautions Installation Guide or ask questions,please For roof members with slope(114Y12 or less final design must ensure that ponding call(888)234-0056 before installation. Instability will not occur. BC CALC®, BC FRAMER®,AJS- For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTO, BC RIM BOARD-,BCI®, surcharge load. BOISE GLULAM-.SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum (L/180)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U240)Live load deflection criteria. trademarks of Boise wood Products, L.L.C. 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 Member Slope=0, consider drainage. Connection Diagram b d a • • a minimum =2" c=5-1/2" b minimum =3" d = 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 I, I (2) - 21, X 10 L.V.L. e O O i I i i D EP ' J IST @ 6" ,y R R " X 10' @ 16' O C T Z. �I RI A (2) 211 1if :L - 1/ EPI' J IS @ 6" N E ER " 1 ' F - - J IS S 1 C N ER. i i t gE �� F11L I I " N E TE i C I I C i A N L i � s = 10 vL 0 B RI G L B RI A I N J 2'-4" I N 101 a ' pI P ..OND FLOOR FRAMING PLAN The ommonwealth of M assachusefts Department of Fire Services Office of the State Fire Marsha-1 P,0•$ax:I025.State R0a4;"Stow,MA 017/S -W" s, North Andover - PERMIT ,G ermit N0 Date: (City of Tawe) if licablc rn accordance with the ptpvisions of M G,L - ( APP ) Aig Safe Num er 144$Gh4Rter�_as provided in section S R 3 4 This"Permit is 8ranted to; 4,G G. Start Date Fni1 name ofperson,Finn or Corporation Petrnssioi,to locate dumps.tiar for eotistructi.on/renovation/demolition of bu ' ilding, Cots:.' dumpster must be Restrittictictzoas; , 25t from struturf to launable c c �arance dumpster must be coverced e -if 1 wth re wired - o e wiod or tar end of 'work -day bt.. _ Ov O� GSTyF T- (Give location by street and no.,or describe in such manner - Fec Paid S 50.00 r vied a gelate identification of location) This.Permit~rill eapite 3 0- Fire Chief (StgnaRue of offical granting permit) Offtcal granting,pbt ' (Title)