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HomeMy WebLinkAboutBuilding Permit #229 - 1915 GREAT POND ROAD 9/25/2006 t TOWN OF NORTH ANDOVER tkORT►1 APPLICATION FOR PLAN EXAMINATION 0f<�``D6;94'0 �O 7�0 Permit NO: Date Received d * z ^ + Date Issued: • 6 Arno aCHos���y IMPORTANT: Applicant must complete all items on this page 1115n � ) ,/ /a LOCATION d 1 KI-ZA 1 /;V N A004d AXA / 6 keP 6* cl 44 Print PROPERTY OWNER J� 6-5441 Ir r L Print MAP NO.:15—_PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential flew Building 4�1\0ne family Addition Two or more family u Industrial Alteration No. of units: Repair, replacement C Assessory Bldg E Commercial Demolition Moving(relocation) -0 Other E Others: Foundation only DESCRIPTION OF WORK TO BE PREFORMED ' 11,24 AqUtVAALYWJ – tit'h/ 1 CaN;1 f✓u ekl y\) Identification Please Type or Print Clearly) OWNER: Name: C'fe�� /00 A41 �6/0el (Jad{��i Plat. IWrt Phone: 94 Address: a fh,��� cff,C�T or CONTRACTOR Name: �1` ymc 19 6(Q — AamwiN2R Phone: a Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.511.00 PER$1000.00 OF THE TOTAL ESTI:11ATED COST BASED ON 5125.00 PER S.F. Total Project Cost :$_ �� ` Ss�� FEE:$ �' 0!� & 2 Check No.: t ag lJ Receipt No.: Parc rout - DISPOSAL TYPE OF SEWERAGE DI S Tannin y Massa a/Bod Art SwimmingPools n Public Sewer NI Well —I Tobacco Sales ❑ Food Packa �S*s &.❑ Permanent Dumpster on Site I__j ' Private(septic tank,etc. ❑ Elet-tri IV1et . kocatit to to -,- d projct i NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of A=ent/Owner / Signature of contractor ! � b � Plans Submitted ❑ lans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR " fE USE ONLY is 4 ,- INTERDEPARTMENTAL SIGN '-'U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ Q� 'fi1.S 0 6 Water Shed Special Permit ❑ Site Plan Special Permit Q Other COO CoJh, COMMENTS t,rSJP e Sllslu j ATE REJECTED DATE APPROVED CONSERVATIO j t W' 'I COMMENTS DATE REJECTED DATE APPROVED HEALTH - COMMENTS EALTH -COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments r ` C� Water&Sewer connection/Si nature& Drivewav Permit Temp Dumpster on site yes no_ Fire Department signature/date �� `' Building Setback (ft.) Front Yard Side Yard Rear Yard � Re wired Provided Require Provides Required Provided /co Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq. ft.: NOTES and DATA—(For department use) 1,/,u 51 C.• 9 I Page ;or4 Doc:INSPECTIONAL SFRVICGS DEPAR'IlMEN'[:f3PFORM05 Crewed J�IC.Lm.2006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. I' Roofings Siding, Interior Rehai ilitation Permits a Buildin ermit lication PP + ❑ Workers Col Affidavit ❑ Photo Co Of J.C. And/Or C.S.L. Licenses Copy � Contract I ❑ Fl r Plan Or Proposed -nterior Work y Addition Or Decks I I ❑ Building Permit Application ❑ Surveyed Plot Plan U Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ 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 ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ,/�A ❑ Workers Comp Affidavit N11i� ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And r i Calculations If Applicable) H d aul c Ca cula ❑ Copy of Contract IV4 ❑ Mass check Energy Compliance Report i 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:INSPLC IONAL SERVICES Uf:P.�N'1'\11?N'1':BPFOR\IOS i Location No. -2- 2 Date d� f NORT1y TOWN OF NORTH ANDOVER Oft .•° ,•'+.y � 9 i : ,' Certificate of Occupancy �'�s•,..° E<�' Building/Frame Permit Fee ACNUS Foundation Permit Fee $ /O G Other Permit Fee $ TOTAL $ Check # 5,0% — -7 19619 Building Inspector . p 1, 1 - i===5 _ . mss=: rv-. __.... • _ C=--- 06017/06 D90 20351 To. 0` 7.75 327 75 - 1 f NORTH.1 - Town of North Andover 9 Office of the Planning Departme CEIVED C ( 71 q1" Community Development and Servic�Aivsio - ''9ss��H�a<`g Osgood Landing 1600 Osgood Street 2006 MAY P 4 Building#20,Suite 2-36 0 ,.> Lincoln Daley North Andover,Massachusetts 01845 1,,i._i',N Town Planner NORTH n' V`-'' P(978)688-9535 F1;�SSCH �_i F(978)688-9542 NOTICE OF DECISION Any appeal shall be filed within (20) days after the date of filing this notice in the office of the Town Clerk. -Date: May 15,2006 Date of Hearing: March 7,thru �- May 2,2006. Date of Decision: May 2, 2006 Petition of: Great Pond Realty Trust,40 Lowell Street,Peabody,MA 01960. Premises Affected: Lot 1 Great Pond Road, North Andover, MA. Assessors Map 35 - Parcel 108, located in the R-1 Zoning District. Referring to the above petition for a Watershed Special Permit from the requirements of the North Andover Zoning Bylaw, Section 4.136 of the Watershed Protection District. So as to allow: the construction of a 4,637 square foot single-family residence, in ground o swimming pool, and drainage devices within the Non-Disturbance Zone of the Watershed o Protection District. w r_rn After a public hearing given on the above date, the Planning Board voted to approve a Special Permit for the Watershed Protection District, based upon the following conditions: Lincoln Daley,Town Planner Richard Nardella,Chairman John Simons,Vice Chairman Alberto Angles Jack Green Richard Rowen,acting Clerk Copy cc: All Town Departments 'town Clerk -9540 PLANNING 688-9535 BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688 Special Permit-Watershed Protection District Lot 1 Great Pond Road Map 35,Parcel 108 The Planning Bpard makes tine following findings regarding the application of Great Pond Realty Trust,.40 Lowell Street, Peabody, MA filed on February 3, 2006. The project site is located at Lot 1, Great Pond Road, Assessors Map 35, Parcel 108 in the R-1 Zoning District. The parcel consists of approximately 1.054 acres (45,894 so with 150' of frontage on the Northeast side of Great Pond Road. The parcel was created in 1985 and is subject to the Watershed Protection District provision for lot created before October 241 1994. The applicant is requesting a Watershed Special Pemut for the construction of 4,637 single-family residence, in ground swimming pool, and drainage devices located within the Non-Disturbance Zone of the Watershed Protection District. Public hearings were held on March 7, 2006,March 21, 2006, and April 18;2006.>' APPENDIX A In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its specific criteria, are met. Specifically the Planning Board finds: FINDINGS OF FACT: 1. That as a result of the proposed construction in conjunction with other uses nearby, there will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichewick. The Planning Board bases its,findings on the followingfacts: a. The proposed structures will be connected to the Town sewer system; b. A covenant will be placed in the deed restricting and limiting the types of fertilizers that can be used on the site. c. The filtration system being proposed for the pool is a non-backwash type cartridge system and the pool water sanitation system is a chemically free design that treats pool water with a dual purification system using ionization and ozonation. Use of this particular type of filtration system will be placed in the deed. d. The topography of the site will not be altered substantially. e. The limit of clearing is restricted to the minimum necessary to construct/renovate the structure and appurtenances; 2. There is no reasonable alternative location outside the Non-Disturbance Buffer Zone, for any discharge, structure or activity, associated with the proposed project. 3. On March 14, 2006, the applicant received a Variance from Section 4, Paragraph 2 4.136.3.c.U.3 to allow for a new permanent structure, a single family dwelling and pool, within the Non-disturuance Buffer Zone of the Watershed Protect District, and dimensional Variances from Section 7, Paragraphs 7.1 & 7.2, and Table 2 of the Zoning Bylaw for relief of 41,226 square feet lot area and 25 feet of street frontage in order to build a single-family dwelling. As part of the conditions of both variances, the following conditions shall apply 1. The applicant shall provide an evergreen screen of 13 spruce and/or hemlock trees, 6'to 8' in height, aced 10' maximum on center along the west side lot line. l�, spaced g 2. The applicant shall provide at least 15 deciduous and 15 evergreen trees to replace trees removed for site work between the proposed house and Great Pond Road. In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following Findings of Fact: 1. The specific site is an appropriate location for the proposed use as all feasible storm water and erosion controls have been placed on the site; 2.-.- The use will•not adversely affect the neighborhood as the use is a single-family dwelling and accessory structure; 3. There will be no nuisance or serious hazard to vehicles or pedestrians; 4. Adequate and appropriate facilities are provided for,the proper operation of the proposed use; 5. The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the-above findings, the Planning Board approves this Special Permit based upon the following conditions: SPECIAL CONDITIONS: 1. The Town Planner shall approve any changes made to these plans. Any changes deemed substantial by the Town Planner would require a public hearing and modification by the Planning Board. 2. PRIOR TO ANY WORK ON SITE: a. A performance guarantee of two thousand dollars ($2,000) in the form of a check made out to the Town of North Andover must be posted to insure that construction will take place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submi`iLed. control line must be marked The limit of work as shown on the plan b the erosion co b. P Y in the field and must be reviewed and approved by the Tour Planner and Conservation Department. c. All erosion control measures as shown on the plan must be in place and reviewed by 3 1 + 7. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 8. The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 9. The provisions of this conditional approval shall apply to and be binding upon the applicant,its employees and all successors and assigns in interest or control. 10. This Special Permit approval shall be deemed to have lapsed May 2, 2008.(two years from the date of issuance) exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will be determined by a majority vote of the Planning Board. 11. This decision must be filed with the North Essex Registry of Deeds. The following information is included as part of this decision: a. Town of North Andover Planning Board Application for Watershed Special Permit filed by Great Pond Realty Trust/John R Keilty,Trustee. b. Plan titled: Site Plan Lot 1 Great Pond Road North Andover,MA Prepared for: Great Pond Realty Trust/John R.Keilty,Trustee Prepared by: New England Engineering Services 60 Beechwood Drive North Andover,MA 0184.5 Scale: Date: December 22,2005 Sheets: 1 -3 cc: Applicant File 5 i Great Pond Beed Realty Trust Lot 1 Great Pond Road Assessors Map 35, Parcel 108 North Andover, MA 01845 Deed Restriction The undersigned, Joseph M. Pelich, Trustee of Great Pond Read Realty Trust, under Declaration of Trust dated April 18, 2002, recorded at Book 6783, Page 338 (the "Trust"), does hereby certify as follows: 1. That he has been appointed as an additional Trustee of the Trust, that said appointment was made by all of the Beneficiaries of the Trust, and that by his signature below he accepts such appointment. 2. Reference is made to land owned by Great Pond Reay! Realty Trust, under Declarationof 'Trust dated April 18, 2002, being identified as Assessors Map 35, Parcel 108, known as Lot 1 Great Pond Road, and more particularly described in deed recorded at Book 6783, Page 641 (the- "Land"). 3. On May 2, 2006, the North Andover, Planning Board approved the= Application of Great Pond Road Realty Trust for a Watershed Special Permit to allow for the construction of a 4,637 square. foot single family residence, in ground swimming pool, and drainage devices within the Non Disturbance Zone of the Watershed Protection District, all as further set C__, forth in the said Application. N 4. A copy of the Decision of the North Andover Planning Department` with ' respect to said matter is recorded herewith. w 5. On page 3 of said decision there are listed conditions to said Watershed Special Permit, identified in said Permit as Special Conditions. One of said conditions is set forth under item 3, "Prior to the Issuance of a Building Permit." Sub-item c. of item 3 on page 4 is as follows: "No pesticides, fertilizers or chemicals shall be used in lawn care or maintenance within 325' of Lake Cochichewick or within 325' of wetland resource areas. The applicant shall incorporate this condition as a deed restriction, and a copy of the recorded deed shall be submitted to the Town Planner and included in the file.„ X SK01 A-u K4 •• K 6. The owner of the Land hereby incorporates all references to pesticides, fertilizers or chemicals contained in the approved Watershed Special Permit as a deed restriction to the above-referenced deed. 7. The owner and successors in title shall.forever adhere to the conditions set forth in the Decision of the North Andover Planning Department, item 3.c, as filed with said Planning Board. 8. Said 'condition shall run with the Land and may not be waived, altered or changed in any respect without the specific prior written consent of the North Andover Planning Board. This Deed Restriction is dated the 16th day of June, 2006, by a duly authorized representative of Great Pond Road Realty Trust. Great Pond Road Realty Trust OA 14 A011, A J se h M. Pelich, Trustee COMMONWEALTH OF MASSACHUSETTS ESSEX, ss On this 16th -day of June, 2006, before me, the undersigned notary public, personally appeared Joseph M. Pelich, and proved to me through satisfactory evidence of identification, which was a Massachusetts driver's license, to be the person whose name is signed on the attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, as Trustee of Great Pond Road Realty Trust. Notary Publi My Commission xpires: jj:S BRIAN G.VAUGHAN Notary Public Commonwealth of Massachusetts My Commission,Expires July 7,2011 1 vAORTH Town of _ 4Andover No. �` dower, Mass. • o �'- A" , > > 'QA COC MIC NE WICK DRATED P �S S BOARD OF HEALTH PERMIT D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...... 0 .................. ..`j .. ......................................,........ Foundation has permission to erect............. buildings onAle-R2mev —� f ~ ....... ...... . ........... .... ..... to be occupied as .�Ih�..... .. n ....................................... provided that the pe on ac ting this permit sh I11-in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough b PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRCN ST S ELECTRICAL INSPECTOR Rough , mw ...................................................... Service BUILDING INSPECTOR 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. V ,..a TM Town of North Andover G Town Clerk-Tune Stanlp pOR of Office of the Zoning Board of Appeals RECEIVED Community Development and Services Divisiq*Wt CLERKS CFF[C� ' 400 Osgood Street North Andover,Massachusetts 01845 2006 APR —4 AM 91 59 Gerald A.Brown Telephone (978)688-9541 Fax (978)688-9542b� G c -; Inspector of Buildings NORTH AN U`�. U R MASSAC,11UHt O Any appeal shall be filed within Notice of Decision This is to certify that twenty(20)dayshave elapsed from date of decision,filed (20)days after the date of filing Year 2006 without filing of an p eal. S �d of this notice in the office of the Date Town Clerk,per Mass.Gen.L.ch.' A.Sradshaw 40A,§17 Property at: Lot 1,Great Pond Roa?wn Clerk NAME: Great Pond Realty Trust REARING(S): February 14&March 14, 2006 ADDRESS: Lot 1 Great Pond Road PETITION: 2006-001 North Andover,MA 01845 TYPING DATE: March 23,2006 The North Andover Board of Appeals held a public hearing at its regular meeting place in the Town Hall top floor meeting room, 120 Main Street,North Andover,MA on Tuesday,March 14,2006 at 7:30 PM upon the application of Great Pond Realty Trust,John R.Keilty,Trustee,40 Lowell Street,Peabody,MA 01960 for premises at: Lot 1,Great Pond Road(Map 35 Parcel 108),North Andover requesting dimensional Variances from Section 4,Paragraph 4.136.3.c.ii.3 for a new permanent structure within the non-disturbance buffer zone of the Watershed Protect District,and from Section 7,Paragraphs 7.1 &7.2,and Table 2 of the Zoning Bylaw fob relief of lot area and street frontage in order to build a single-family dwelling. Said premises affected i§:propejp with frontage on the Northeast side of Great Pond Road within the R-1 &Watershed Protection zoniY "districtwso Legal notices were sent to all names on the abutter's list and were published in the Eagle-Tribune,a in wspaperof general circulation in the Town of North Andover,on January 23 &30,2006. _ ry The following voting members were present: Ellen P.McIntyre,Joseph D. LaGrasse,David R.Webster Thomas D. Ippolito,and Daniel S.Braese. Upon a motion by Joseph D.LaGrasse and 2"d by Daniel S.Braese the Board voted to GRANT a Variage fronr Section 4,Paragraph 4.136.3.c.ii.3 to allow for a new permanent structure,a single family dwelling ands bol, within the Non-disturbance Buffer Zone of the Watershed Protect District,and dimensional Variances from Section 7,Paragraphs 7.1 &7.2,and Table 2 of the Zoning Bylaw for relief of 41,226 square feet lot area and 25 feet of street frontage in order to build a single-family dwelling per: Site: Lot 1,Great Pond Road[Map 35,Parcel 108],North Andover,MA 10845 Site Plan Title: Site Plan Lot 1 Great Pond Road,North Andover,MA prepared for Great Pond Realty Trust,John R.Keilty,Trustee,40 Lowell Street,Peabody,MA 01960 Date &Revised Dates): December 22,2005,Revised 2-1-06,3-8-06 Registered Professional: David Alves,P.L.S. #45454 Civil Engineer/Land Benjamin C.Osgood,Jr.,R.P. Civil Engineer#45891 Surveyor New England Engineering Services,Inc., 60 Beechwood Drive,North Andover,MA 01845 Sheet/Drawing Sheet#1 —Building Plan Title New Home for Cyrus Construction Corp By: Residential Designs by Robert M.Connell,22 North St.Wilmington MA. Date: 4-18-04 —Sheet/Drawing 2004 A1(indicating G.F Elev 130.0 to Ridge Elev 165.0)-A4;A6-A7 ATTEST: Page 1 of 2 A True Copy Town Clerk Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 NOFTN•- Town of North Andover Town Clerk Time Stamp Of ee i w0 3?` Office of the Zoning Board of Appeals n .� Community Development and Services Division RECEIVE® 'ss�cHuset 400 Osgood Street TOWN CLERK'S OFFICE North Andover, Massachusetts 01845 Gerald A.Brown Telephone (978)688-9541 2006 APR -4 AM 9: 59 Inspector of Buildings Fax (978)688-9542 TOWN OF NORTH AN[l.�ONER MASS ACKVETTS With the following conditions: 1. The applicant shall provide an evergreen screen of 13 sprace and/or hemlock trees,6'to 8'in height,spaced 10'maximum on center along the west side lot line. 2. The applicant shall provide at least 15 deciduous and 15 evergreen trees to replace trees removed for site work between the proposed house and Great Pond Road Voting in favor: Ellen P.McIntyre,Joseph D.LaGrasse,David R- Webster Thomas D. Ippolito,and Daniel S. Braese. Based on the evidence and testimony presented at the Febniary 14 and March 14,2006 hearings,the Board finds that the premises and subject site has an area of 45,894 sq.ft.with frontage of 150 ft.on Great Pond Road. According to the submitted application,the parcel was purchased by the petitioner 3-1/2 years ago,and is recorded in the Northeast Registry of Deeds,Book 6783,Page 345. Owing to circumstances relating to the soil conditions,shape,or topography of the land and especially affecting Map 35,Parcel 108 but not affecting generally the zoning district in which Lot 1 is located,a literal enforcement of the provisions of 4.136.3.c.ii.3,7.1 &7.2,and Table 2 would involve substantial hardship,financial or otherwise,to the petitioner. The Board finds that the applicant's letter of 3/13/06 to the left side abutter states that the applicant will provide a privacy buffer on both sides of the property line without cost to the abutter,and keep existing trees,if they are in good shape,while installing others.The Board finds that there was no written or spoken opposition at the March 10 meeting. The Board finds that desirable relief may be granted without substantial detriment to the public good through the 85 Conditions and the Maintenance Plan of the North Andover Conservation Commission's decision for DEP file number 242-1345 signed February 22,2006 without nullifying or substantially derogating from the intent or purpose of the North Andover Bylaw. Note: The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local,state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Building Commissioner. Furthermore,if the rights authorised by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the pro-vmons contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced,it shall lapse and may be reestablished only after notice,and a new hearing. Town of North Andover Board of Appeals, E en P.McIntyre,ItOr Decision 2006-001. M35P108. Page 2 of 2 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 ,, NbR-f W REO1�7`�7Y LA1WREiVCE, A TRUE Copy. ATTEST 19f R�GISTER OF C)EE�i The Commonwealth of Massachusetts Department of Fire Services Office of the State Fire Marshal P.O.Box 1025 State Road,Stow,MA 01775 PERMIT Date: North Andover Permit No Dig Safe Num er (City of Town) (If Applicable) In accordance with the provisions of M.G.L.1-4 8 Chapter 10 as provided in section 5?7 C M R 3 4 Start Date This Permit is granted to: Full name of person,Finn or Corporation Permissionto locate dumpster for construction/renovation/demolition of building. Comments: dumpster must be . 25t from structure if unable to place with required Restrictions:clearance dumpster must be covered with plywood or tarp end of work day at (Give location by street and no.,or describe in such maturer as to provied adequate identification of location) FeePaids 50 .00 Fire Chief This Permit will expire�� v (Signature of offkal granting permit) Offical granting pen-nit (Title) rt 1r rNf-Ir-mmIc%r-cl NORTki Town of :: Andover No. Z - o = dover, Mass., ` fi,S"' A(P COCNICNEWICK ADRATED BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System S• BUILDING INSPECTOR THIS CERTIFIES THAT 4..0. !.. �.......A.L.1il-CA ........... ...... Foundation has permission to ere 11.1. it ings o ..�. ..�. !�iA ...�� .s. a� Rough 1 Chimney to be occupied as...... N �,...... «.. . ..�.. . ........................ .......................provided that the perm ac mg this permit shall i very respAll form to terms of the application on file in Final this office, and to the provisions of the Codes and B -Laws relatingto the Inspection, Alteration and Construction of Buildings in the Town of North Andover. 35/104 p �28A 2o w PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTI , STARTS ELECTRICAL INSPECTOR Rough ............................. Service BUILDING TOR 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 BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. i HASeng JOIS YS Country: USA Type of Joist: NJ12 Single Joist Type of Chords: #2 & Better I� V 15'0" Input Loading &Assembly Live Load(psf): 40.00 Bridging:None 1/2"Gypsum Ceiling:No 6"Limit:No Wall Load(plf): .00 Blocking:None 1"Concrete Topping: No Dead Load(psf):14.00 Sub Floor Thickness:3/4" Glue:Yes Spacing:16.00" Strapping:No Repetitive Member:Yes Calculated Offset from #1 Allowable % of Allowable Moment: 2025.00 ft4bs T6' 3049.50 ft-lbs 66.40% Shear: 540.00 lbs 0'0" 1070.00 lbs 50.47% Reaction 1: 540.00 lbs 0101, See NASCOR Technical Reference Reactlon2: 540.00 lbs 159' See NASCOR Technical Reference Reaction1 DL: 140.00 lbs Reaction2 DL: 140.00 lbs Defl Live: .21" 7'6' W1. 55.26% Defl Total: .29° T6' .75" 37.33% Cantilever DO Total: .00" 0'0" .00" .00% Notes On Joists Incorporating#2 & Better Chords •Analysis is based on 1994 Uniform Building Code and in accordance with ASTM Standard D5055-95A,"Standard Specification for Establishing and Monitoring Structural Capacities of Pre-Fabricated Wood Joists." •Deflection limited to Live Load(LL)/480 and Total Load(TL)/240. •All dimensions shall be confirmed by others. •See NASCOR Technical Manual for built up joist connection. •All input loads are not factored. •Span is from face of bearing to face of bearing. Job Name: PelAtNyaul ONS NOTES: Job Location: N.Andover, MA Job Number: 0409001 Designed By: BW Date: 04/18/2006 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �p\�N OF MA satisfactory for the given structure and all parties involved. moo`' LAWRE E yGN �0 ST TURAL .30146 A FG/STEP�O ��� ENGINEERED WOOD DIVISION FSs/ 65 Maple St,Mansfield,MA 02048 ONAL�NG�� (508)339-8020 18/06 LSC-4668 \\Ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001ELP\0409001-nascorMA4-18-06:pdf I �� HASeng JOIS TS Country: USA Single Joist Type of Joist: NJ12 9 Type of Chords: #2 & Better r 14' 1" Input Loading &Assembly Live Load(psf): 40.00 Bridging:None 1/2"Gypsum Ceiling:No 6"Limit:No Wall Load(plf): .00 Blocking:None 1"Concrete Topping: No Dead Load(psf):14.00 Sub Floor Thickness:3/4" Glue:Yes Spacing:16.00" Strapping:No Repetitive Member:Yes Calculated Offset from #1 Allowable % of Allowable Moment: 1789.29 ft-lbs T1" 3049.50 ft-lbs 58.67% Shear: 507.60 lbs 0101, 1070.00 lbs 47.44% Reactlonl: 507.60 lbs 0101, See NASCOR Technical Reference Reactlon2: 507.60 lbs 14'1" See NASCOR Technical Reference Reactionl DL: 131.60 lbs Reaction2 DL: 131.60 lbs Defl Live: .16" 7'1" W.. 45.71 % Defl Total: .2r' 7"1" .71 30.99% Cantilever Defl Total: .00" 0101, W.. .00% Notes On Joists Incorporating#2 & Better Chords •Analysis is based on 1994 Uniform Building Code and in accordance with ASTM Standard D5055-95A,"Standard Specification for Establishing and Monitoring Structural Capacities of Pre-Fabricated Wood Joists." •Deflection limited to Live Load(LL)/480 and Total Load(TL)/240. •All dimensions shall be confirmed by others. •See NASCOR Technical Manual for built up joist connection. •All input loads are not factored. •Span is from face of bearing to face of bearing. Job Name: PelAthaWiNS NOTES: Job Location: N.Andover, MA Job Number: 0409001 Designed By: BW Date:04/18/2006 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the OF 414Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �p� satisfactory for the given structure and all parties involved. o� LAWRE E y�N z COT ST TUBAL v .30146 ENGINEERED WOOD DIVISION Fss/ONAL 65 Maple St,Mansfield,MA 02048 (508)339-8020 18/06 LSC-4669 \\Ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001EngrProdSubmittals\0409001 ELP\0409001-nascor MA 4-18-06.pdf A BOISE" Double 1-314" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam11 b3 BC CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: under study Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA ,,--,t e;" :. "oy, r ✓.g"6 a✓ -:".f / .?' s/ ,Ff { .y�.. ,r'.,a.. ,N" a 3 ':ra r,,,,�„s„ rL,r.,,sl ,�” ..r' 1 . :ys� r..,,� ifs. '” - r'.;, ... jt u✓ .,.F�." f ."r,r 3" /"�. ,l r ;;' ,s`, k`s x.;;i n .s" ars" „.s."," ' `a £:. ".v P��n.a, r�-h ."�" s�v'.trr''.r�. ....w�� '..a �',rz.... ��:,�Ylza,,� �cr ,�...;s,�`�'3�:"-.rarl�,,�r..xN}'s�Y`r�, t,.+ rr „�,�, �',rf.�,�"m„:..�,'��,., '�z r�✓t �ar.� �' s,x,. �,t �gS:�.sr�.q!sa��fxr�r ��",. ✓.rr� n �.,r�,�,���'�it,>�,x�'f��;rrF�r,', 12-00-00 B0,3-1/2” 131,3-1/2" LL 2160 lbs LL 2160 lbs DL 718 lbs DL 718 lbs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1 st floor Unf.Area Left 00-00-00 12-00-00 40 psf 12 psf 09-00-00- Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7987 ft-lbs 37.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2264 lbs 28.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U706(0.196") 34.0% 1 1 output as evidence of suitability for Live Load Defl. U941 (0.147") 38.2% 1 1 particular application.Output here based Max Defl. 0.196" 19.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 11.7 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 or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 2878 lbs 55.3% 31.3% Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2878 lbs 55.3% 31.3% Spruce-Pine-Fir BC CALC@,BC FRAMER@,AJS TM, ALLJOIST@,BC RIM BOARD TM,BCI@, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND TM,VERSA-STUD@are trademarks of Boise Wood Products, User Notes L.L.C. bearing BO and B1 beam pocket Connection Diagram b d a c 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 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and OF Mq satisfactory for the given structure and all parties involved. _� y o LAWRE E u, - COT R', ST TURAL .30146 it o Q ENGINEERED WOOD DIVISIONN L 65 Maple St,Mansfield,MA 02048 S/OAEN (508)339-8020 13/06 LSC-4468 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf go BOLSE, Quadruple 1-3/4" x 18" VERSA-LAM®2.0 3100 SP Floor Beam11 b2 BC CALL®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: under breakfast/sunroom Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 7 2 6 5 w � •m � +a' � � vY v � va � � � � � !r q �- m w � ya c✓ �" � ,rFC' -Y y x ..c ,3. .:r:`.t✓✓; a; .✓s ,✓-...,.y r Sld "F". ,° .;:33s:✓ f.� +,,;z: v✓ F- .,. ..,, a....%',' r9. ✓. .,,,. ,<✓�' � �'l' �vra ,.:.... i ,� v..^` ,a/* zaa fl 5t ,..,{f ...a3.`.1;. I'M _. .t,.,.,.,� ,r✓i. xf '^�'z' ., < ,a ,Y':,"x,s r.,,,. .,,✓.. ✓f.�'.,9?,<3 ,x,;<n„ar r. .< ,.... ,..r:✓"�. S FTM ; �£. a' g „r,sa. „< „>� £:.. .m,� -�,�l.��s✓' -:rte��.,✓„st J. '. - ..✓ ^'Y ;,adz„ s'r,Y , s- ,r.<. , - t s. ,,,.4 „f ; fi” ,.,,r,,✓..>.,r „.... ,r n r1'"rr ^S' 4 ,. ✓,; f},. {.,,,.,,fir,".' f�%,,,, 5 � ///.. r d",.f<,. r .,�r;1����� : ,..., � ryr,., rl .r .r;!�"w;^�--�€�...,t���,,,:”y„G��.��,r':;�fi*r�'�F ,.,..,rr-r; �"�.�s'�,r���;v,��pr�'rJ„�,`.�r. �6�...rs'�fr�.'.s�'.F.sit€ ,.�3%3, ..�,�'�����,..,s�"." ,�r„{�f�,{,��x.::.«-✓^r4+."�;�� ��r:��,���ys�:,�,; �lr,.,,xf 15-06-00 B0,5-1/4" B1,5-1/4" LL 12321 lbs LL 8331 lbs DL 7577 lbs DL 6184 lbs SL 4340 lbs SL 4340 lbs Total Horizontal Product Length=15-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1st floor Unf.Area Left 00-00-00 15-06-00 40 psf 12 psf 15-00-00 2 wall Unf. Lin. Left 00-00-00 15-06-00 0 plf 65 plf n/a 3 2nd floor Unf.Area Left 00-00-00 15-06-00 40 psf 12 psf 07-06-00 4 ext wall Unf. Lin. Left 00-00-00 15-06-00 0 plf 100 plf n/a 5 attic Unf.Area Left 00-00-00 15-06-00 20 psf 10 psf 08-09-00 6 roof Unf.Area Left 00-00-00 15-06-00 15 psf 35 psf 16-00-00 7 1b1 at bearing B1 Conc. Pt. Left 00-00-00 00-00-00 3990 Ibs1393lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 66164 ft-lbs 61.6% 115% 13 1 -internal Completeness and accuracy of input must End Shear 14141 lbs 51.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U465(0.381") 51.6% 2 1 output as evidence of suitability for Live Load Defl. U692(0.256") 52.1% 2 1 particular application.Output here based Max Defl. 0.381" 38.1% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 9.8 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 - or ask questions,please call BO Post 5-1/4"x 7" 24238 lbs 0.7% 87.9% Steel (800)232-0788 before installation. B1 Post 5-1/4"x 7" 18855 lbs 0.5% 68.4% Steel BC CALC®,BC FRAMER®,AJST1, ALLJOIST®,BC RIM BOARD TM BCI®, Cautions BOISE GLULAMM,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM®, VERSA-STRANDT°",VERSA-STUDOare Notes trademarks of Boise Wood Products, L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connector Manufacturer: Simpson Strong-Tie, Inc. User Notes bearings BO 4"dia lally column with 6x8 Icp bearing B1 beam pocket I Page 1 of 2 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the OF Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �P�jN M4 satisfactory for the given structure and all parties involved. o`er LAWRE E tiN -- 0 C T m, K 1O ° ST TUBAL v - 30146 ENGINEERED WOOD DIVISIONONAL 65 Maple St,Mansfield,MA 02048 S/OVAL EN (508)339-8020 13/06 LSC-4469 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BO�$Ery Quadruple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam\1b2 BC CALC®9.2 Design Report-US 1 span No cantilevers 10/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: under brea kfast/su n room Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA Connection Diagram r►{ b d a e a minimum= 1-1/2%= 15" b minimum =4" d=24" e minimum= 1" 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. Install screws from both sides,staggering screws by%of the spacing to avoid splitting. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:SDS 1/4 x 6 I i Page 2 of 2 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and OF 44,4 satisfactory for the given structure and all parties involved. o� LAWRE E tiN 0 CT n C%1,0 o0 ST TUBAL Cn .30146 ENGINEERED WOOD DIVISION S ALE 65 Maple St Mansfield MA 02048 (508)339-8020 13/06 LSC-4470 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BO 't.SE" Triple 1-3/4" x 14" VERSA-LAM®2.0 3100-SP- Floor Beam11b1 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: under family room Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 1 ' .,,v✓ ?,.vY✓r.� �,:rh,.a ,,:T z. -. .✓ .F-z. 'f Y"r`a :;�.•+S K,z del,Nr ���,Y �r�� �sa �S, r:,.��° + l J s,�J r ss.*:"., „; r , �'"..-T rs..t�,. �;.,,�.., ,r,� r�r'r'f ;n -:`...�f F.r„ rr ��:a.3_rFr. �'<,�.,,,:r,.?..,..r.,✓,� r,�” ,tt..� . :✓., �x�:" n,3r✓,;.r,.�✓. . ��;� r ax. ✓ 1.f �sr" ,.r,�.r. ,.,s=..1c.w�..:r.Y;�.fi,.r." <:d.<u..zf�r�'�. ,r��nas, � .�,a ,dw. r'...?�1�. ., .r a .F's.3' g.�. ,,,.,.,z �I �.t" a r ✓.�,;. `Y' ,t';,;, .a ..:r r..^ , p 3'%t., ✓'' 1'u ',z� av i s oi,�`.r` >x _. .. .. ... Y ,r"', .,:s, .,r,.. ;..sF.l >.. ;. ,....., �r;' '�; ,� �y.r,,,3 ✓`st, ,i���.,,�. .,. + ���, z ,��� r�x �,','P<y1,, r?i,s �a�„� ,,�,`'` „��„?3'„ �'s;, f;,sr�.. t. ,�, .;a ,x �'a�z��`�',s,y 19-00-00 � B0,5-1/4” B1,5-1/4" LL 3990 lbs LL 3990 lbs DL 1393 lbs DL 1393 lbs Total Horizontal Product Length_=19-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1st floor Unf.Area Left 00-00-00 19-00-00 40 psf 12 psf 10-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 23592 ft-lbs 54.2% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4474 lbs 32.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U372(0.589") 64.6% 1 1 output as evidence of suitability for Live Load Defl. U502(0.437") 71.8% 1 1 particular application.Output here based Max Defl. 0.589" 58.9% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.6 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 or ask questions,please call BO Post 5-1/4"x 5-1/4" 5383 lbs 26.9% 26.0% Spruce-Pine-Fir (800)232-0788 before installation. B1 Post 5-1/4"x 5-1/4" 5383 lbs 0.2% 26.0% Steel BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD TM,BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@),VERSA-RIM@, VERSA-STRANDTm,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. User Notes bearing BO beam pocket bearing B1 lally column Connection Diagram yam{b d a Io o , c a minimum=2" c=5" b minimum= 3" d= 12" e minimum=3" Member has no side loads. Connectors are: 16d Sinker Nails i Page 1 of 1 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and OF A44 satisfactory for the given structure and all parties involved. LAWRE E " COT ST TUBAL N HEMP- .30146 ENGINEERED WOOD DIVISION 65 Maple St,Mansfield,MA 02048 DIVISIONAL 65 EN (508)339-8020 13/06 LSC-4471 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BO�$En Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Floor Beam12b6 BC CALC@ 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13, 2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: middle garage door hdr Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 2, ...s.slt.,. fi33YNrY�,. ......v.°, .,tr,v?.� ' 3,as1I,r,,+F.i+� .°,na;.1,;,.s'.,`�ma . v�a ,.�.s�1ad eGc 1s ., +,0,.„,.=;..:arrrr'3y„�5s..'S.f„✓sz.�.rdrr i��aa�.„�..,;„13;d,.6u'„r�!z.'nr'".l r.r``xr.�.,.',s i.f>„.”t`s',1'..fF>sEr.xr,„t..6...F.+:t,..it”t 3-.t,:..yt..�.x.i„._.,..x,f;y..�'y._..r,T .s. ' " x sxi , 09-06-00 B0,5-1/2" B1,3-1/2" LL 1614 lbs LL 723 lbs DL 3441 lbs DL 1634 lbs SL 4286 lbs SL 1459 lbs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area Left 00-00-00 09-06-00 30 psf 12 psf 00-08-00 2 ext wall Unf. Lin. Left 00-00-00 09-06-00 0 plf 100 plf n/a 3 roof Unf.Area Left 00-00-00 03-00-00 15 psf 35 psf 13-00-00 4 3b1 at bearing BO Conc. Pt. Left 03-00-00 03-00-00 2147 Ibs3268 Ibs4380 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 20736 ft-lbs 41.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 8043 lbs 50.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/1097(0.097") 21.9% 2 1 output as evidence of suitability for Live Load Defl. U1764(0.06") 20.4% 2 1 particular application.Output here based 7% 2 1 on building code-accepted design Max Defl. 0.097" 9. Span%Depth 7.6 7% 1 properties and analysis methods. p P 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 or ask questions,please call BO Post 5-1/2"x 5-1/4" 9341 lbs 38.1% 43.1% Douglas Fir (800)232-0788 before installation. ° ° B1 Wall/Plate 3-1/2 x5-1/4 38161bs 48.9/0 27.7/o Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARD TM,BCI@, Cautions BOISE GLULAMT"',SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRANDTM,VERSA-STUD@ are trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. User Notes bearing BO 6x6 DF post bearing B1 3-2x6 post Connection Diagramd a � c •f . . e V_ a minimum=2" c=5" b minimum =3" d= 12" e minimum=3" 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:16d Sinker Nails Page 1 of 1 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �p��H OF MA satisfactory for the given structure and all parties involved. o� LAWRE E 9N -- — COT r_", �d � ST TUBAL � 30146 A o Q ENGINEERED WOOD DIVISION S@NAL G\��� 65 Maple St,Mansfield,MA 02048 (508)339-8020 13/0 LSC-4472 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf r BO�$Ery Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam12b5 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description:over garage Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA ,•„x”, : ...;o, ,;.. r' ';r ...y . ... .,;r„ .v;,,s. ,✓'st1 /r- .,,�„�.a}., fir. lr .,,., ay.,/�.�, „�l.t':s ..ss' e .. .+ .✓ li:,+ �: ��,sl' .✓,r�� ae- :.,. . ... ��r,r � ti,,..,�,�,�,'r.,r,,,, � �n.�. r k'. 5,,. ¢<}€ „,.. h:;u,YI ..(. „ .,,. ��,1.,,5 ty,s„S f ,..:a_r"q :o.. ,ab.,/' .,.... � /s.�}'.:. � :�atx. .:, � „.. fo' f.3F..,r✓ m.,. 7„..,.4.'�-,• ,Y'^`. 9,frr. ^�,::;+,r"�.i,,. �s ,'t,",�,`r����t� sfl�f""�a��v�;,,".,r✓,�`',��r✓�yr �r��x,F ✓isy� ���'�����y�X',,,��oa� �,..:,..,,crua�'=��tr,,'.r��yrye��lM`��>�l�t",,,,`r ���rro�� s,,T+Sil:.;.,",x,r�'��, E Xu 24-00-00 B0,3-1/2" B1,3-1/2" LL 3960 lbs LL 3960 lbs DL 1903 lbs DL 1903 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area Left 00-00-00 24-00-00 30 psf 12 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 33847 ft-lbs 48.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4988 lbs 27.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U427(0.662") 56.2% 1 1 output as evidence of suitability for Live Load Defl. L/632(0.447") 57.0% 1 1 particular application.Output here based Max Defl. 0.662" 66.2% 1 1 on building code-accepted design Span/Depth 15.7 Na 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with /"Allow /o Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guideor ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 5863 lbs 75.1% 42.5% Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 5863 lbs 75.1% 42.5% Spruce-Pine-Fir BC CALC®,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARDTM BCIO, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(0240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(0360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDTM,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. User Notes bearings BO adn B1 4x6 DF post Connection Diagram yam{b d a � c e a minimum =2" c=7" b minimum=3" d= 12" e minimum=3" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �P�jH OF MA satisfactory for the given structure and all parties involved. o� LAWRE E tiN COT r^, go ST TURAL a- .30146 ENGINEERED WOOD DIVISION F SGONAL��G\��� 65 Maple St,Mansfield,MA 02048 (508)339-8020 13/06 LSC-4473 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf "ME, Quadruple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam12b4 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13, 2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: over garage Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 1 Vy rs er .e ,a ® y a ® V 3t 't w W 1 Vb I 1� ® "I w y m v .a 7 w .v v ,�, ,:r y. r o"N 1 .3 rr" ss r,r r�:r F: VENDORY a 't s a fir, „r ,; a , .,..,°` .,m ,..,r .s,..,,�, ,�..,r.e �,,N✓,' .y3'.ar,.ad,'r; ,s t,y,,r`,,,r'„ `.. � r`,. yrs ,Ian-,:✓. r8..,N.,".1� t ., .,..r.., r'.'r, „ ,sst..;,, k;,,, ', s pg&g - .,.;.„ yx..tF ...t:.. y.:d... h'as'1-:- sf a..:..,1? s rayx fF;S'^k.'Y IY:'�t` isr9,.. td.-& sr.... F1d..P r` yJj rar.F--zry. do s''�. „ ,.. f? .. ,.,, 5. .: , rf. 1,ill ,.s' ,F” �✓rr,�s �,,, r. ..,_ ,.,yi.,,. ..a ,d .,,-r s .;✓'t`,.. ....1 '�. ✓..., sc� ,;aG� ,<'a .,.sfi` ¢r,',c"r ,+'yr r> off" .,,., y ... ,� g; y` - - _ f s ,, G SL r ;oi s jz E x w. j 24-00-00 B0,3-1/2" 61,3-1/2" LL 4140 lbs LL 4140 lbs DL 3036 lbs DL 3036 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area Left 00-00-00 24-00-00 30 psf 12 psf 11-06-00 2 ext wall Unf. Lin. Left 00-00-00 05-00-00 0 plf 100 plf n/a 3 ext wall Unf. Lin. Right 00-00-00 05-00-00 0 plf 100 plf n/a 4 wall Unf. Lin. Left 05-00-00 19-00-00 0 plf 65 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 40817 ft-lbs 43.7% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 6068 lbs 25.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/471 (0.599") 50.9% 1 1 output as evidence of suitability for Live Load Defl. L/806(0.35") 44.7% 1 1 particular application.Output here based Max Defl. 0.599" 59.9% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.7 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 V1l Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 3-1/2"x 7" 7176 lbs 0.3% 39.1% Steel (800)232-0788 before installation. B1 Post 3-1/2"x 7" 7176 lbs 0.3% 39.1% Steel BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD- BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM®, VERSA-STRANDT"',VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L1240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connector Manufacturer: Simpson Strong-Tie, Inc. User Notes bearing BO and B1 3 1/2"dia tally column Connection Diagram b d a c♦ e a minimum= 1-1/2%= 15" b minimum =4" d=24" e minimum = 1" Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Install screws from both sides,staggering screws by%of the spacing to avoid splitting. Member has no side loads. Connectors are:SDS 1/4 x 6 Page 1 of 1 i The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the OF Customer's responsibility to satisfy themselves that the information and configuration shown is correct and OF A4.4 satisfactory for the given structure and all parties involved. — LAWRE C 00 ST TURAL m .30146 FG/STEP` ��c, ENGINEERED WOOD DIVISION 65 Maple St,Mansfield,MA 02048 NAL (508)339-8020(508)339-8020 13/06 LSC-4474 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BOLSE- Quadruple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam120 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13, 2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: over family room Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA a z fs'S.Y, ,�„ + .' fid.,J'.?`. ,F ifi` .S°firy .r ,.wear' sM, - ,C'" ,�...si ,r. �i -. .:a . . f. .x.. fF.E.x r p Ro, a t,r ase 9 nay zr, 1y . ...r.,r. ar,- r 'r ., w. a1'., rP�i.,e . . ". .y-.:,. ..r ,.n.,..s ,..-fir ..f rr �r a r,,� ,-, by, ..�,9 ..rrr,.,.,rd"9.x,✓ iaF.-. ', .�. .s.,v„ ,ref r.95r, ,„r '; t ,.�'„. .,r .?' �r ,r �,w k .; „v, „.,� ;� ,'w. ,,s"�..!', f. ..?,:r'. 20-00-00 B0,3-1/2" B1,3-1/2" LL 2200 lbs LL 2200 lbs DL 3161 lbs DL 4078 lbs SL 2291 lbs SL 4429 lbs Total Horizontal Product Length=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area Left 00-00-00 20-00-00 40 psf 15 psf 05-06-00 2 ext wall Unf. Lin. Left 00-00-00 20-00-00 0 plf 100 plf n/a 3 hip roof Trapezoidal Left 00-00-00 0 plf 0 plf n/a 16-00-00 240 plf 560 plf n/a 4 roof Unf. Lin. Left 16-00-00 20-00-00 240 plf 560 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 44862 ft-lbs 41.8% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -8489 lbs 30.8% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U547(0.429") 43.9% 2 1 output as evidence of suitability for Live Load Defl. L/907(0.259") 39.7% 2 1 particular application.Output here based Max Defl. 0.429" 42.9% 2 1 on building code-accepted design Span/Depth 13.0 Na 1 properties and analysis methods. p p 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 or ask questions,please call BO Post 3-1/2"x 7" 7652 lbs 10.4% 41.6% Versa-Lam 1.7 (800)232-0788 before installation. 131 Post 3-1/2"x 7" 10707 lbs 14.6% 58.3% Versa-Lam 1.7 BC CALC@,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM BCI®, Cautions BOISE GLULAMTM,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND TM,VERSA-STUD®are Notes trademarks of Boise Wood Products, L.L.C. 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. User Notes bearings BO and B1 3 1/2"x 7"v-lam Connection Diagram �i b d a C e a minimum= 1-1/2%= 15" b minimum=4" d=24" e minimum= 1" Page 1 of 1 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and (N OF Mq satisfactory for the given structure and all parties involved. o� LAWRE E tiG COT �', 00 ST TURAL Cn 4_ .30146 ENGINEERED WOOD DIVISION S 65 Maple St,Mansfield,MA 02048 5/ONAL E (508)339-8020 13/06 LSC-4475 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BOL.SE, Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam12b2 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13, 2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: rear bay hdr Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 4 2 3 r,'., ,,.P. er•., i.rt..;.>: „"i .ra3 �t � �, ,,.r...,3'�,?�., y ,z.3. ,e,-�, ., al. ..w�`r. `�. :,., � -xt'.y_ t �r �,Y.� ;, �`,.,, z s,,, x.,.> ls.f'`*✓.s=!v.�..avr`g' a' � .. y f z�ar. � f �,..r s....✓a�� 5 ;.��'. z r,�'7 �,.,rf' �,9 c s r�, e rF• ;sr t z.> > �� F� "�', f.- �s_z� N x^.,.r S � ,,� i'.a />'�. �y >i:-.{tea�% >'.-.-5; y�>.,� rrz k„fx i�>r r �J -.+� �r`{ .�.,F 9 ,rj. 11-06-00 B0,5-1/2" B1,5-1/2" LL 2156 lbs LL 2156 lbs DL 2590 lbs DL 2269 lbs SL 2137 lbs SL 1387 lbs Total Horizontal Product Length=11-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area Left 00-00-00 11-06-00 30 psf 12 psf 07-06-00 2 ext wall Unf. Lin. Left 00-00-00 11-06-00 0 plf 100 plf n/a 3 attic Unf.Area Left 00-00-00 11-06-00 20 psf 12 psf 07-06-00 4 hip roof Trapezoidal Left 00-00-00 210 plf 490 plf n/a 11-06-00 53 plf 123 plf n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15847 ft-lbs 71.7% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 5022 lbs 58.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U320(0.402") 75.1% 13 1 output as evidence of suitability for Live Load Defl. L/516(0.249") 69.7% 13 1 particular application.Output here based Max Defl. 0.402" 40.2% 13 1 on building code-accepted design properties and analysis methods. Span/Depth 11.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 5-1/2"x 3-1/2" 6884 lbs 84.1% 47.7% Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 5-1/2"x 3-1/2" 5813 lbs 71.1% 40.3% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJST"' ALLJOIST@, RI Notes BOISE GLULAMTSI PLD EFRAMNGG Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND TM,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. User Notes bearing BO and B1 4x6 DF post Connection Diagram b d a c I a minimum=2" c=7-1/4" b minimum=3" d= 12" i Page 1 of 1 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �p\�H OF A1.4 satisfactory for the given structure and all parties involved. LAWRE E tiN --- - ,� 0 COT m / o ST TURAL Com' f j .30146 ENGINEERED WOOD DIVISION A F S ONAL E 65 Maple St,Mansfield,MA 02048 (508)339-8020 13/06 LSC-4476 \\ntsdrv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BOISE- Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam12b1 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description:over front bay Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA mV W y M 11alyxy j, ..y, xl „ ,11.14 �.z:.r .. ✓,...s .,.0°m. *� ,✓� a.�F -�,,�., A;:�,r..s 9�LLIJ +: F' rs:�;�.r';3 .,r � ,;�'r� ��n ,.z 3r d��;.:Gv` .. � :..,,s'^, f,��„,„{z.,,., ��' ,�f ,.: �, ,ter r � �� ��'. r -a,� ,��, x.;f ,� 3, rr. ,s�rr�f.� -. u.. ,W,t�, r,�.,,N, _,;.,. -rfrs?,kF,sS..1. ,.a`,,, ,.,..s�'.'��.0 r�...,,p .,.. -� ”f `. ,.,�. 3,+=t.. �.:t�.,:�, - `.A.�S r'...1',z a>}-.;r. .ti3.�? `:.r�"`'F�+'t'r r�..rf`.f,,y'ar%.x',�`,�,�y�"��' lJ,�j rrJ �n�sYr�;���,� `�1�'�r �,ry c�'zssr�,-vLx" a, .� rd�� ri�S�'�,.,�� �, � �F.t,� ,; „,,„ ������ 09-06-00 B0,3-1/2" B1,3-1/2" LL 1876 lbs LL 1876 lbs DL 1520 lbs DL 1520 lbs SL 1396 lbs SL 1396 lbs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area Left 00-00-00 09-06-00 30 psf 12 psf 08-06-00 2 3b2 at bearing BO Conc. Pt. Left 00-00-00 00-00-00 665 lbs 983 lbs 1396 lbs n/a 3 3b2 at bearing BO Conc. Pt. Right 00-00-00 00-00-00 665 lbs 983 lbs 1396 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3761 ft-lbs 19.6% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1296 lbs 17.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1628(0.067") 14.7% 1 1 output as evidence of suitability for Live Load Defl. U2350(0.046") 15.3% 1 1 particular application.Output here based Max Defl. 0.067" 6.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 9.6 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. , obtain Installation Guide or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 4792 lbs 92.0% 52.2% Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 4792 lbs 92.0% 52.2% Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJS'"', ALLJOIST@,BC RIM BOARD-,BCI@, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STR ,VERSA-STUD@ are trademarks off BBoisoise Wood Products, L.L.C. User Notes bearing BO and B1 4x4 DF post Connection Diagram i►{b d a c a minimum =2" c=7-1/4" b minimum =3" d = 12" 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. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails i I I Page 1 of 1 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the �H OF Mq Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �p� satisfactory for the given structure and all parties involved. o`er LAWRE E yGN 1O _~ S7 TUBAL co .30146 ENGINEERED WOOD DIVISIONAL S/ EN L 65 Maple St,Mansfield,MA 02048 NA (508)339-8020 13/06 I LSC-4477 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittais\0409001 ELP\0409001 MA 4-13-06.pdf B0�$Ery Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam130 BC CALC@ 9.2 Design Report-US 2 spans Right cantilever 10/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: main attic beam Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA .. w x m :f '.s,.v✓' :duf;N.: 000.4 ." y g d.. ✓„ .., e.! f fa, -Na", s, -:i�p, r,,.»: 4%gr'; 3J`s Y✓,Mf S a f.T, r ,>sP p ri 'r 1 xy rr. is r,.s, v f .d.. > ✓a ,. r s. sJ rlr..t .:art.a+ r �'.^ ,sit... .a'F . �'x r.«..r .,.,.r"x.�Vit's z`l. r'' �„ .."`...zs ... r '3.sa r xr ;.a.,: „ „.,.,Y. r 's,�'r,ft F'f;�.. ':.;u,',�.>`,',,�er Yrl'„^a'3". ,Ni r a. yrs ns .✓'F.. .>.?' 2.rf�. ,ra.,' .r,... : 1 11 It ..� .r .,.� 3',s, ,�.,,ff.,rr ,.d'.i1,aid`' ., 11111 OEM ., .,.,,.s...�„L. .s"rF.�, n. "' r ..,,r„rte r >... ,.✓"u„�",r. Ff �� .� � i�. Nr .r��...�'. �t�. sH' riH ��,r a. . �ia"x rtr��ir.. t✓bra,�,.t � 3�F-2� ��✓,+.��rY.�,/`��.y�,i�� X ��� ';;���.��'✓ �✓°.�f��'.r��,,�f f. ✓ s,af � ,„,mss ,�y fY�” , �'� #� ys �' �f fin,.,. ,�r✓��� ,r>� � d � J' #�l�<z ,h,;; „/';✓ ,K� a.:t,.✓t � ,.�`.,'✓,sk.",�...aT',_ ,,. +d„5�rj..d,,,;Y,./„a;„ v' �„ sz F ..,.��1!„�,,��,,,y�.S„.a. 17-06-00 03-00-00 B0,3-1/2” B1,3-3/4" LL 2659 lbs LL 3569 lbs DL 3882 lbs DL 2938 lbs SL 4339 lbs SL 1539 lbs Total Horizontal Product Length=20-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 attic Unf.Area Left 00-00-00 20-06-00 20 psf 10 psf 15-00-00 2 vb1 at bearing B1 Conc. Pt. Left 04-00-00 04-00-00 1600 Ibs2939 lbs n/a 3 vb1 at bearing B1 Conc. Pt. Left 05-06-00 05-06-00 1600 Ibs2939 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 43335 ft-lbs 53.8% 115% 13 1 - Internal Completeness and accuracy of input must Neg. Moment -2145 ft-lbs 3.1% 100% 1 2-Left be verified by anyone who would rely on End Shear 10027 lbs 48.6% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 5827 lbs 28.2% 115% 17 1 -Right particular application.Output here based 0 on building code-accepted design Total Load Defl. U497(0.417") 48.3% 13 1 properties and analysis methods. Live Load Defl. U767(0.27") 46.9% 13 1 Installation of BOISE engineered wood Total Neg. Defl. -0.209" 41.8% 13 2-Cantilever products must be in accordance with Max Defl. 0.417" 41.7% 13 1 current Installation Guide and applicable Span/Depth 11.5 n/a 1 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER@,AJSTM, BO Post 3-1/2"x 5-1/4" 10880 lbs 19.7% 79.0% Versa-Lam 1.7 ALLJOIST@,BC RIM BOARD TM,BCI@, 131 Wall/Plate 3-3/4"x 5-1/4" 8046 lbs 96.2% 54.5% Spruce-Pine-Fir BOISE GLULAMTM" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Cautions VERSA-STRAND-,VERSA-STUD@ are Column at BearingBO analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, YZ 9 Y, Y P L.L.C. 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. User Notes bearing BO 3 1/2"x 5 1/4"post bearing B1 4x6 DF post Connection Diagram y►{b d a ° c ° e ° V a minimum=2" c=7" b minimum=3" d = 12" e minimum =3" 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. 6aKjw(*G@t are: 16d Sinker Nails The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �cp� k OF Mq satisfactory for the given structure and all parties involved. LAWRE E �S. N C 00 ST TURAL � - .30146 ENGINEERED WOOD DIVISION F SINAL 65 Maple St,Mansfield,MA 02048 (508)339-8020 13/06 LSC-4478 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BOLSE" Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam13b2 BC CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: attic beam over front bay Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 2 ;:'r.e' d £; F d•i5'; z� s f ,�.,r SJ !` smrs ,J; e'l".: y n y:.y MF.. 1d. .t � F '£,F.� 3',.t sg!� A.. 5x. .f'�,:'ffip/'k"� .��k�p,kn-1 s,,...,�e✓u"wf'. .� � .yr .Jir I'� �s'F. r°.�7 'no;sfS, sv'`;Z� �.s. lf.'{. x ..?: •s ,,.',r,. ,sf ✓�.€r .F ter,✓ - 2'+s. t. v..! m' r: �::f ,✓s>s , /.a Asl S J..! „7 � s P. r�� ,.,, ✓�a`.*rer,.z. e r..r�{taf.. r ry.,zz,l z`'sst'--d:f'. r ��:� ;e.'f'r,� dY' �5, .Fs'!�s�.v.. ,Ar;>.,,c,F .�'�' xr,,.xFd,.., �i, �v° . �tv,YFr,7,h.,rt�5.. J`. �`, r,z r: 1.S. ..✓. af'3 ,.r,^,,�,�,�" .�,f'',,�q'��`,�,-"rl����,�r��.r�..;,,s� �`�.;�� as�.,;�. �.�.�,r `.,.v.�,�.��.a.,���/;,.,,..r���„✓`��,ra;, ,,rtr,,-.aa`". ���,�»�,��e''.r D�f09-06-00 B0,3-1/2" 131,3-1/2" LL 665 lbs LL 665 lbs DL 983 lbs DL 784 lbs SL 1396 lbs SL 932 lbs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 attic Unf.Area Left 00-00-00 09-06-00 20 psf 10 psf 07-00-00 2 roof Trapezoidal Left 00-00-00 165 plf 385 plf n/a 09-06-00 45 plf 105 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5854 ft-lbs 26.5% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 2128 lbs 24.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/1015(0.107") 23.6% 2 1 output as evidence of suitability for Live Load Defl. L/1504(0.072") 23.9% 2 1 particular application.Output here based Max Defl. 0.107" 10.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 9.6 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 or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 3044 lbs 58.5% 33.1% Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2381 lbs 45.7% 25.9% Spruce-Pine-Fir BC CALC@,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARDTm,BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDTm,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. User Notes bearings BO and 131 3-2x4 post Connection Diagram r► b d a cc a minimum =2" c=7-1/4" b minimum=3" d= 12" I Page 1 of 1 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �P�SH OF Mq satisfactory for the given structure and all parties involved. �o LAWRE E U, C T �" 0ST CT 30146 0146 ENGINEERED WOOD DIVISION F SpNAL 65 Maple St,Mansfield,MA 02048 (508)339-8020 13/06 LSC-4479 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BOLSE, Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam\3b1 BC CALC@ 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: attic beam over garage Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 0 3 2 4 s� rr✓x..-:" f .w.':..:, V, 6°;% �S � <.:_ �F r,r,.,,. 9�"".,"y, a.'. s �.✓ r�r.1. �.L' �.;.;fir ".rf`.,�., ,. ..�. �� r` ".Pr 3¢„�. -✓",n ,,,, ,,.rj.r".s sY -,:�+�` ,,,, ..x,y , ,rYt.,, �� ,��,. ..::. ,.�, >.. e�f'�r, F���'s' .F^�'fi r,�✓fr,�,sc «, . e �sa.rrr.� .1�n,&'�.."-c,S,r s' „r ..6Z,r��lir�.;",5,r,✓y rF,. ,+��,Pfi ��,e� .t. r`��� t,r „r�,s'�,�ii��f��'P�, '"�����t� .F,+.r' �+.>/9J,✓r.�.,r���k� : r��f3'✓� '.� �' ��z51`y1r` r'. t` .f✓�,!�i."c l� ,/��N fd�,J�. 24-00-00 B0,3-1/2" B1,5-1/4" LL 2147 lbs LL 2173 lbs DL 3268 lbs DL 6700 lbs SL 4380 lbs SL 11107 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%_ Trib. 1 attic Unf.Area Left 00-00-00 24-00-00 20 psf 10 psf 09-00-00 2 roof Unf. Lin. Left 00-00-00 14-00-00 150 plf 350 plf n/a 3 roof Trapezoidal Left 14-00-00 150 plf 350 plf n/a 19-06-00 233 plf 543 plf n/a 4 roof Unf. Lin. Left 19-06-00 24-00-00 233 plf 543 plf n/a 5 vb1 at bearing BO Conc. Pt. Right 00-00-00 00-00-00 2968 Ibs5688 lbs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 57992 ft-lbs 72.0% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -9246 lbs 44.8% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U249(1.126") 96.3% 2 1 output as evidence of suitability for Live Load Defl. U373(0.752") 96.4% 2 1 particular application.Output here based 1% 2 1 on building code-accepted design Max Defl. 1.126" 90. Span/Depth 15.6 1% 1 properties and analysis methods. p p 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 5-1/4" 9795 lbs 17.8% 71.1% Versa-Lam 1.7 (8 ask questions,please call (800)232-0788 before installation. 131 Post 5-1/4"x 5-1/4" 19980 lbs 24.2% 96.7% Versa-Lam 1.7 BC CALC®,BC FRAMER@,AJSTOA, ALLJOIST@,BC RIM BOARD-,BCI@, Cautions BOISE GLULAMTM,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND TM,VERSA-STUD@ are Notes trademarks of Boise Wood Products, L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1.25")Maximum load deflection criteria. User Notes bearing BO 3 1/2"x 5 1/4"v-lam post bearing B1 5 1/4"x 5 1/4"v-lam post I I Page 1 of 2 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and (N OF M,q satisfactory for the given structure and all parties involved. o� LAWRE E 9� .. - ®-..••-� o COT ,o v ST TUBAL u, _ J .30146 -- ,o O Q ENGINEERED WOOD DIVISION �S /STEP� 65 Maple St,Mansfield,MA 02048 S/ONAL tiN (508)339-8020 13/06 LSC-4480 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BOLSE" Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam13b1 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 13, 2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description: attic beam over garage Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA Connection Diagram y�b d a a c . o e ° a minimum=2" c=7" b minimum=3" d = 12" e minimum=3" 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:16d Sinker Nails Page 2 of 2 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and H OF Mq satisfactory for the given structure and all parties involved. LAWRE E tiN m � COT � ST TURAL N .30146 Te ENGINEERED WOOD DIVISION FSSIONALENG\� 65 Maple St,Mansfield,MA 02048 (508)339-8020 13/06 LSC-4481 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf i B0�$Ery Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beamlvb1 BC CALCO 9.2 Design Report-US 1 span No cantilevers 7.1/12 slope Thursday,April 131'2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description:valley beam Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA 12 1 a r ,r.,`;.' „s r r� t3 :s f t',"-: sur re,/' s R"rs, f. 3„ , .yrs f,e rr..F r a *. )a sxr rf ,_ .,- r"fir.,,".. �r'..., �' ,rs� .rN._ -...r..rcr.. �,.N. r.,.✓.. r .so 3x s4.Fh F.,rty,,.x'i .li sJ1., ,/. 1 rr,l�✓ /✓' .,far. . , 'i� 3. �F''s`. -'�, ,5'/ as� ✓ � ,r 3/a'tif. f� ,�. � �� a r' ..1' .,�S w ✓; '. 5.,!/ . „G .Y sf.Yom'`,. Y.,r<i ,,� ✓. 7J'�i�, s5 4,. „'amu'.. 1� „, .,M e. .,.. �..t'.4t.r �� ,� . r rs� C 17-00-00 B0,3-1/2" B1,3-1/2" DL 2969 lbs DL 1600 lbs SL 5688 lbs SL 2939 lbs Total Horizontal Product Length=17-00-00 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 17-00-00 15 psf 35 psf 01-00-00 2 rafters Trapezoidal Left 00-00-00 210 plf 490 plf n/a 17-00-00 0 plf 0 plf n/a 3 front rafters Trapezoidal Left 00-00-00 195 plf 455 plf n/a 17-00-00 0 plf 0 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location DISCIOSUre Pos. Moment 27107 ft-lbs 81.2% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 6581 lbs 61.5% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L/192(1.204") 93.8% 3 1 output as evidence of suitability for Live Load Defl. U293(0.788") 82.0% 3 1 particular application.Output here based 3% 3 1 on building code-accepted design Max Defl. 1.204" 96. Span/Depth 14.2 3% 1 properties and analysis methods. p p 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 or ask questions,please call BO Post 3-1/2"x 3-1/2" 8657 lbs 83.1% 94.2% Douglas Fir (800)232-0788 before installation. 0 0 B1 Post 3-1/2 x3-1/2 4539 lbs 43.6/0 49.4/o Douglas Fir BC CALC®,BC FRAMER®,AJSTM, ALLJOSlope and Cut Length Slope Facia Depth Horiz.Length Product Length BOISE GTO,BC RIM S MPLE FBOARD "' BCIG, BOISE GLULAM SIMPLE FRAMING Plumb Cut with Hanger to dbl.top plate 7.1/12 16-1/4" 17-00-00 20-05-05 SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Cautions VERSA-STRAND TM,VERSA-STUD@ are Column at BearingBO analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products, Yz 9 Y, Y P L.L.C. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1.25")Maximum load deflection criteria. User Notes bearing BO 4x4 DF post. Ivl must bear directly on post bearing B1 44 DF post I Page 1 of 2 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and �pLjH OF MA satisfactory for the given structure and all parties involved. LAWRE E tiN ----- 0 COT r_n4 o0 ST TUBAL Cn .30146 FGlSTEp'� �ttc. ENGINEERED WOOD DIVISION NAL (508)339-8020 65 Maple St,Mansfield,MA 02048 (508)339-8020 13/06 LSC-4482 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf BOt.$Ery Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beamlvb1 BC CALC®9.2 Design Report-US 1 span No cantilevers 7.1/12 slope Thursday,April 13,2006 09:57 Build 141 File Name: 0409001 Job Name: 0409001 Description:valley beam Address: Pelich Residence Specifier: John Pray City, State,Zip: N.Andover, MA Designer: Bill Walker Customer: Stephen Joseph Associates Company: National Lumber Co Code reports: ESR-1040 Misc: 65 Maple St., Mansfield, MA Connection Diagram y—{b d a c . T . a 4 a minimum=2" c=5" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 The engineer's approval is for structural Engineer Lumber Products(ELP)only and is based solely on the information provided National Lumber by the Customer. National Lumber is not responsible for checking the validity of this information or to ascertain what further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and N OF M� satisfactory for the given structure and all parties involved. 1� o`er LAWRE E tiN r ----_ - COT 10 ST TURAL N 30146 ENGINEERED WOOD DIVISION FS G/3TEQ�c 65 Maple St,Mansfield,MA 02048 NAL (508)339-8020 EN (508)339-8020 1 3/06 LSC-4483 \\ntserv3\work\Work2004\0409_Sep\0409001\Production\0409001 EngrProdSubmittals\0409001 ELP\0409001 MA 4-13-06.pdf Wi Com'014 — T i - 1 b2 4-18"NI with simpso 13 m �^N sds6 screws at 24"o.c' LAF- - .� W 10x .3- � ZZ 1b1 3-14"NI - 4"diameter lally column with 6x8 LCP D It G HT 4. W Q tJ Iia 1�' rY`sltiTar, 2". k X X - nI n n -mak - N �. X +Y t�2 X L�4.�4HC4102$DLT I X 0 -.. 1b32-117/8"Ivl�4 • . v 24 X" lCo d� Q n RECEIVED I R_ �5.. Tl.. . 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