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Building Permit #0721-2017 - 37 WELLINGTON WAY 1/18/2017
v W ( O� NORTH 9 ei�1 -hj�, BUILDING PERMIT l % J /� vY t,Eo ,64 do TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION oR gym« Permit No#: 2/—��� Date deceived �y p�RATED�PP��S SSACHUSti Date Issued: Z� IMPORTANT: Applicant must comm-pllete all items on this page LOCATION � � ,.. 3 ���LL111�� Ic�l� UJA P int PROPERTY. C A i.� eI4 SNC' Print 1 100 Year Structure yes MAP 5C— PARCEL: ZONING DISTRICT:�Historic District yes n Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building XOne family ❑ Addition ❑Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other S,eptc. D Well a Floodplain. ❑Wetlands ❑ Watershed District 11.Wate-r-4 We DESCRIPTION OF WORK TO BE PERFORMED: N nuc �t a A n LY 344tts 4)l wcu.) A)A)6 e l)t4 �A t- GIS -t Identification- Please Type or Print Clearly OWNER: Name: _eSC�?4 i�6L , 6 '/1,1C ° Phone me c /-3J�� Address: S d/U Oi✓ ' M-o Contractor Name: E S/D11 Phone: �' g�� 5�>/19e Email: miss: G1CoWt Address: . -7 &t-A OJ t3 Su ervisor's Construction Licenser p Q' U��J3/ Ex Date: 3.l //46 p . . Home Improvement License: -0/C/,7 Exp. Date: �T 1 q 17t ARCHITECT/ENGINEER &I 198A) E Phone:g7�� Address: eeN Reg. No. �77 FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ai5 �000 Y"z FEE: $ Check No.: �l ! Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund i - . l Plans Subrnittedx Plans Waived ❑ Certified Plot Plan;. Stamped PlansK TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ,❑ Private(septic tank,etc. f�< Permanent Dmnpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - D FORM PLANNING & DEVELOPMENT Reviewed On l� Signature_ COMMENTS 1 CONSERVATION Reviewed on 1 1 Si nature ' COMMENTS ����Qom- �•(�---- / HEALTH Reviewed on COMMENTS�j �,, SA'c &*Y� 6-'A LW-P-V� Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes 1 Pl-ening Eoard Decision: Comments Conservation Decision: Comments Water& Sewer Connection/signature& Date rDriveway Permit DPW Town]Engineer: Signature: Located 384 Osgood Street FIRE DEPARWTMENT. - Ternp'Durnpsteon Located at 124 Main Street Fire Department signatur%date �y 71 y,. -g .-�.,w�, Y �.v- ter �?-ar -. .. COMM NNTS' A. i.- i Dimension Number of Stories: Z- Total square feet of floor area, based on Exterior dimensions.a-7005 Total land area, sq. ft.:all ELECTRICAL: Movement of Deter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No i MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine j NOTES and DATA— (For department use) f I� i I� ® Notified foricku Call Email p P �I Date Time Contact Name Doc.Bading Permit Revised 2014 it 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 4 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 OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4 Building Permit Application 4. Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All 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) 4. Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: 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:Building Permit Revised 2014 Location :5-4- No. 5No. +7 Z/.-L41- Dated /-�- • - TOWN OF NORTH ANDOVER Certificate of Occupancy $� Building/Frame Permit Fee $ � Foundation Permit Fee $ Other Permit Fee $ , TOTAL $ �. Check# �r e r Building Ins ector 31448s p NORTH Town o _ s ndover 0 No. 7A o . .K. h ver, Mass, COCKIC K.WICK �1, °R�rEo S U BOARD OF HEALTH Food/Kitchen PERMI T T D Septic System THIS CERTIFIES THAT .......I...S ..�. .��..✓. .. BUILDING INSPECTOR `� .. Foundation has permission to erect .......................... buildings on . ..... .....!!�� ..,� .. ... .�� 4v Rough tobe occupied as .....OsAf.....ON%......W............................................................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in 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 CONST TION-- Rough jP A Service .. .. Final BUILDINGI ECTOFi GAS INSPECTOR Occupancv Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final YY No Lathing or Dry all To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Home Energy Rating Certificate Property HERS Unknown Rating Type: Projected Rating Certified Energy Rater: Eric Wilder 37 Wellington Way Rating Date: 1/17/2017 Rating Number: N. Andover, MA Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Heating 37.8 $1191 46% General information Cooling 6.9 $97 4% Conditioned Area 2777 sq. ft. House Type Single-family detached Hot Water 4.2 $215 8% Conditioned Volume 24378 cubic ft. Foundation More than one type Lights/Appliances 23.6 $896 35% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $168 7% Mechanical Systems Features Total 72.5 $2567 100% Heating: Fuel-fired air distribution, Natural gas, 96.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 80.00 CFM25. Ventilation System Exhaust Only: 60 cfm, 21.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.5 Window Type U-Value: 0.300, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Eric Wilder CLEAResult Lights and Appliance Features 50 Washington St. Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Westborough, MA 01581 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-328-2760 Refrigerator(kWh/yr) 557 Clothes Dryer EF 3.01 1998-184 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 99011421[ REM/Rate-Residential Energy Analysis and Rating Software v14.6.3 �J This information does not constitute any warranty of energy cost or savings. O 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 2959000.00 m $ - $ 3,540.00 Plumbing Fee $ 442.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 442.50 Total fees collected $ 4,525.00 Foundation 100 37 Wellington Way 721-2017 on 1/18/2017 single family home The Commonwealth ofIMlasscachusetts F Department of IndustrialAccidents f d 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITI'. Applicant Information (( Please Print Legibly Name(Business/Organizationlludividual):�n�!js fu NV NO/O/WeAl W _4U C Address: 514W N T Ci /State/Zi — Phone#:9`�� 8"9� f�/ ty p: Are you an employer?Check the appropriate box: Type of project()Vequired): l.FJ I am.a.employer with employees(full and/or part-time).* 7.XNew construction 2.F]I am a sole proprietor.or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. EDemolition 3.Q I am a homeowner doing all work myself[No workers'comp.insurance required.]t 10[]Building addition 4.F1I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.Q Electrical repairs or additions proprietors with no employees. 11 Q Plumbing repairs or additions 5.F]I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.n Roof repairs These sub-contractors Have einployees and have workers'comp.insuranceJ 6.X We are a corporation and its gfficers have exercised their right of exemption per MGL c. 14.[�Other 152,§1(4),and we have na.employees.[No workers'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 subrimif this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors that check this box must-attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,Uiey must provide their workers'comp.policy number. I am an employer Mat 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: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year iunprisonment,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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided ab ve is true and correct. Signature: �9Date: 1,ell'7 Phone#: r Official use only. Do not write in this area,to be completed by city or town official. z, 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." ' An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required:' Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill-out-the workers'compensation affidavit completely,by checking�the'boxes that apply to your situation and,if necessary, supply sub=contractoi(s)name(s),address(es)and-phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees'other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. lie advised that this affidavit may be submitted to the Department of Iirdustrial Accidents fok confirmation of insurance coverage. AIso be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you'are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should'enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel. # 617-727-4900 ext.7406 or 1-877-NTASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia x ��e�oazvnao�z.uien%CC�-o�C��tar�ute6lo �� `� Office of Consumer Affairs&Business Regulation Massachusetts Department of Public Safety ME IMPROVEMENT CONTRACTOR Board of Building Regulations and Standards gistration 11 29 Type: License: CSFA-102931 j`xpiration 11/19/2017 Private Corporatio Construction Supervisor 1 8 2 r 3= Family t "" MESSINA DEVELOPMENT COMPANY INC. r�t� ROBERT A MESSINA� �` 277 WASHINGTON SToa ! • s ROBERT MESSINA GROVEL MA 01834 277 WASHINGTON ST GROVELAND, MA 01834 Undersecretary !� Expiration: IlJ Commissioner 08/31/2018 i i I r I f Boise Cascade Triple 1-3/4" x 11-1/4 VERSA-LAM® 2.0 2800 DF Floor BeamIFB01 Dry 1 span No cantilevers 0/12 slope January 15, 2017 19:10:30 I BC CALCI Design Report Build 5684 File.Name: New Col_37_Well ington_Way. Job Name: New Colonial Home Description: Designs\FB01 Address:. Lot 6, #37 Wellington Way Specifier. Floor/Roof Support Beam City, State, Zip: North Andover, MA 01845 . Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See Attic Floor Framing _I It VIM - - r p 12-06-00 BO 131 Total Horizontal Product Length=12-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead_ Snow Wind Roof Live 60, 3-1/2" 4,812/0 .1,407/0 B1, 3-1/2" 4,812/0 1,407/0 Live Dead Snow Wind Roof Live Trib. Load Summary - Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Attic Floor load Unf.Area.(Ib/ft^2) L 00-00-00 12-06-00 30 10 07-00-00 2 Roof Load Unf. Area(Ib/ft^2) L 00-00-00 12-06-00 40.' 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 18;038 ft-lbs 69.3% 100% 1 06-03-00 End Shear 4,997 lbs 44.5% 100% 1 01-02-12 Total Load Defl. .. U382 (0.378") 62.8% n/a 1 06-03-00 Live Load Defl. U494(0.292") 72.8% n/a 2 06-03-00 Max Defl. 0.378" 37.8% n/a 1 06-03-00 Span/Depth 12.8 n/a n/a . 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3=1/2"x 3-1/2" 6,220 lbs n/a 67.7% Unspecified B1 Post 3-1/2"x 3-1/2" :6,220 lbs n/a 67.7% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Desigrineets Code minimum(U240)Total load deflection criteria. Design meets:Code minimum (0360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. �® Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 Boise Cascade Triple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 2800 DF. Floor Beam1F1301 Dry 1 span No cantilevers 10/12 slope January 15, 2017 19:10:30 BC CALCO Design Report Build 5684 File Name: New Col_37 Wellington—Way Job Name: New Colonial Home Description: Designs\FB01 Address: Lot 6, #37 Wellington Way Specifier: Floor/Roof Support.Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: : ESR-1040 Misc: See Attic Floor Framing Connection Diagram Disclosure b F d Completeness and accuracy of input must be verified by anyone who would rely on a - output as evidence of suitability for o o particular.application.Output here based c on.building code-accepted.design properties and analysis methods. • Installation of Boise Cascade engineered e ° ° ° wood products must be in accordance with current Installation Guide and applicable building codes.To obtain 80 ask questions, 0 do beplease call Guide a minimum =2" c=6-1/4" r a jk uestions, lease call' b minimum,= 3" d=24" e minimum = 3" BC GALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, I Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAMO,VERSA-RIM Connectors are: 16d Sinker N211S PLUS@,VERSA-RIM@,VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. II II Ap�Boise 6ascade Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor Beam1F1302 Dry 1 span No cantilevers 10/12 slope January 15, 2017 19:15:53 BC CALC®Design Report Build 5684 File.Name: New_Col_37 Wellington—Way Job Name: New Colonial Home Description: Designs\FB02 Address: Lot 6, #37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer. Company: KDK Design Code reports: ESR-1040 Misc: See Attic Floor Framing x�,g� r; . a"�',�s-+ "_3111'11."L „�r�' BO 13-11-00 61 Total Horizontal Product Length=13-11-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead . Snow Wind Roof Live BO, 3-1/2” .2,923/0 1,061 /0 B1; 3-1/2" 2,923/0 1,061 /0 i Live Dead Snow Wind Roof Live Trib. Load Summary - Tag Description Load Type Ref. Start End 100% 90%d 115% 160% 125% 1 Attic Floor Load Unf.Area(Ib/ft^2) L 00-00-00 13-11-00 30 10 14-00-00 i Controls Summary Value %Allowable Duration Case Location Pos. Moment . 12,961 ft-lbs 72.1% 100% 1 06-11-08 End Shear 3,375 lbs 36:6% 100%0 1 01-00-12 Total Load Defl. U265 (0.61") 90.7% n/a 1 06-11-08 Live Load Defy. L/361 (0.448") 99.8% _ n/a 2 06-11-08 Max Defl. 0.61" 61% n/a 1 06=11-08' Span/Depth 17.5 n/a n/a 0 . 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,983 lbs n/a 43.4% Unspecified B1 Post 3-1/2"x 3-1/2" 3,983 lbs n/a 43.4% Unspecified Cautions Member is not fully supported at post B0. A connector is,required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (0240.)Total load deflection criteria. Design meets Code minimum (U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume member is fully braced. . Design based on Dry Service Condition. Pagel of 2 Boise Cascade Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF. Floor Beam1F1302 Dry 1 span No cantilevers 10/12 slope January 15, 2017 19:15:53 BC CALC@)Design Report Build 5684 File Name: New_Col_37_Wellington_Way Job Name: New Colonial Home Description: Designs\FB02 Address: Lot 6, #37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: . ESR-1040 Misc: See Attic Floor Framing Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a . • 0 output as evidence of suitability for o o particular application.Output here based c on building code-accepted design properties and.analysis methods. • Installation of Boise Cascade engineered e o 0 o wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C=4-1/4" (800)232-0788 before installation. b minimum= 3" d=24" e minimum =3" BC CALCO,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD TM,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMT'TM,SIMPLE FRAMING Member has no side loads. SYSTEM®;VERSA-LAM®,VERSA-RIM Connectors are: 46d Sinker Nails PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor BeamtF1303 Dry 1 span No cantilevers 0/12 slope January 15, 2017 19:23:54 BC CALL®Design Report Build 5684 File Name: New—Col-37 Wellington—Way Job Name: New Colonial Home Description: Designs\FB03 Address: Lot 6, #37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See Attic Floor Framing 1 �. N ^;�� BO 12-02-00 61 Total Horizontal Product Length=12-02-00 Reaction Summary(Down/Uplift) (Ibs Bearing Live Dead Snow. Wind Roof Live B0, 3-1/2" 2,555/0 90210 B1; 3-1/2" 2,555/0 902/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag p Type Description Load T e Ref. Start End 100%° 90% 115% 160% 125% 1 Attic Floor Load Unf:Area (Ib/ft"2) L 00-00-00 12-02-00 30 10 14-00-00 Controls Summary Value %°Allowable Duration Case Location Pos. Moment 9,739 ft-lbs 81.2% 100% 1 06-01-00 End.Shear 2,853I6s 46.4% 100% 1 01-00-12 Total Load Defl. U270 (0.52") 88.9% n/a 1 06-01-00 Live Load Defl. U385 (0.385") 98.6% n/a 2 06-01-00 Max Defl. 0.52" 52% n/a 1 06-01-00 Span/Depth 15.2 n/a n/a 0 00-00-00 i %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material B0 Post 3-1/2"x 3-1/2" 3,457 lbs n/a. 37.6% Unspecified B1 Post 3-1/2"x 3-1/2" 3,457 lbs n/a 37.6% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 Boise Cascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor Beam1F1303 Dry 1 span No cantilevers 10/12 slope January 15, 2017 19:23:54 BC CALCO Design Report Build 5684 File Name: New Col_37 Wellington—Way Job Name: New Colonial Home Description: Designs\FB03 Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See Attic Floor Framing Connection Diagram _ Disclosure i►{b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application,Output here based on building code-accepted.design C properties and analysis methods. 1I Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=5-1/4" (800)232-078.8 before installation. b minimum =3" d=24" BC CALCO,BC FRAMER®,AJSTM', Member.has no side loads. ALLJOISTO,BC RIM BOARD-,BCI®, Connectors are: 16d Sinker Nails BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Boise°Cascade Double 1-3/4" x 9-1/4'" VERSA-LAM® 2.0 2800 DF Floor BeamXFB04 Dry 1 span No cantilevers 0/12 slope January 15, 2017 22:31:15 BC CALCO Design Report Build 5684 File Name: New—Col-37—Wellington—Way Job Name: New Colonial Home Description: DesignskFB04 Address: Lot 6, #37 Wellington Way Specifier: Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See Roof Framing i ., � . B0 10-00-00 61 Total Horizontal Product Length=10-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2' 2,400/0 1,117/,0 B1, 3-1/2" 2,400/0 1,117/0 Live Dead Snow Wind Roof Live Trib. Load Summary _. Tag.Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Ceiling Load Unf. Area.(Ib/ft^2) L 00-00-00 10-00-00 0 10 09-0 2 Roof Load Unf.Area(Ib/ft^2) L 00-00-00 10-00-00 40 10 6-00 . 12-06-00 J Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,004 ft-lbs 66.8% 100% 1 05-00-00 End Shear 2,769 lbs 45% 100% 1 01-00-12 Total Load Defl. U403 (0.284") 59.6% - n/.a 1 05-.00-00 Live Load Defl. U591 (0.194") 61% n/a 2 05-00-00 Max Defl. 0.284" 28.4% n/a 1 05-00-00 Span/Depth 12.4 n/a n/a 0 00-00-00 %Allow %Allow. Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,517 lbs n/a 38.3% Unspecified B1 Post 3-1/2"x 3-1/2" 3,517 lbs n/a 38.3% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (0360) Live load deflection criteria: Design meets arbitrary1" Maximum total load deflection ( .) criteria: Calculations assume member is fully braced. Design based on Dry Service Condition.: . �I Page 1 of 2 [T)Boise Cascade Double 1-3/4"x 9-1/4"VERSA-LAM® 2.0 2800 DF Floor Beam1F1304 LTJ BG CALCO Design Report Dry 1 span No cantilevers 0/12 slope January 15, 2017 22:31:15 � Build 5684 File Name: New—Col 37 Wellington—Way Job Name: New Colonial Home Description: Designs\FB04 Address: Lot 6, #37 Wellington Way Specifier:. Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See Roof Framing Connection Diagram Disclosure b d Completeness and accuracy of input must a be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here:based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum =2" c=5-1/4" or.ask questions,please call. (800)232-0788 before installation. b minimum = 3" d=24" . BC CALCO,BC FRAMER®,Ajs,- Memberhas no side loads. ALLJOISTO,BC RIM BOARD-,BCI®, Connectors are: 16d Sinker Nails BOISE GLULAMT"^,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDO,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. SII II I Boise-Cascade Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor.Beam\FB05 BC CALCI Design Report Dry 1 span I No cantilevers 0/12 slope January 15, 2017 22:57:03 Build 5684 File Name: New-Col-37-wellington-Way. Job Name: New Colonial Home Description: Designs\FB05 Address: Lot 6, #37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 2nd Floor Framing .,.. .,. �''�w.f ate = Via:- �.�%�_ �� =�r,s!: �-` .r� �'�' � >iN�� w��` e �m.` ,.•.. � r y°€`�:>. BO 13-11-00 B1 Total Horizontal Product Length=13-11-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,923/0 1,061 /0 81, 3-1/2" 2,923/0 1,061 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90°/u 115% 160% 125% 1 2nd Floor Load Unf. Area (Ib/ft^2) L 00-00=00 13-11-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,961 ft-lbs 72.1%- 100% . 1 06-11-08 End.Shear 3,375 lbs 36:6% 100%0 1 01-00-12 Total Load Defl. U265 (0.61") 90.7% n/a 1 06-11-08 Live Load Defl: U361 (0.448") 99.8% n/a 2 06-11-08 Max Defl. = 0.61" 61% n/a 1 06-11-08 Span/Depth 17.5 n/a n/a 0 00-00-00 - %Allow %Allow Bearing Supports Dim.:(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,983 lbs n/a - 43.4% Unspecified B1 Post 3-1/2"x 3-1/2" 3,983 lbs n/a 43.4% Unspecified . Cautions Member is not fully supported at post B0. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (0240.)Total load deflection criteria. Design meets Code:minimum (L/360) Live.load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 �Bolse Cascade Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor Beam1F1305. Dry 1 span No cantilevers 10/12 slope January 15, 2017 22:57:03 BC CALCO Design Report Build 5684 File Name: New_Col_37 Wellington—Way Job Name: New Colonial Home Description: Designs\FB05 Address: Lot 6, #37 Wellington Way Specifier:. Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 2nd Floor Framing Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a • T• output as evidence of suitability for o T o particular application,Output here based c on building code-accepted design it properties and analysis methods. 0 0 o Installation of Boise Cascade.engineered e wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum =2" c=4-1/4" or ask questions,please call (800)232-0788 before installation. b minimum = 3" d=24" e minimum= 3" BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMT.,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM@,VERSA-RIM Connectors are: 16d Sinker N811S PLUS®,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. IIS I Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 2800 DF Floor Beam1F1306 Dry I 1 span No cantilevers 10/12 slope January 15, 2017 23:55:20 BC CALCO Design Report Build 5684 File Name: New-Col-37-Wellington-Way Job Name: New Colonial Home Description: Designs\FB06 Address: Lot 6, #37 Wellington Way Specifier:, Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 2nd Floor Framing 3 2 44 77� B0 14-00-00 _. B1 Total of Horizontal Design Spans=14-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 6,387/0 .2,334/0 B1 6,353/0 2,288/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type. Ref. Start End 100% 90% 115% 160% 125% 1 2nd Floor Load Unf.Area (Ib/ft^2) L 00-00-00 14-00-00 30 10 14-00-00 2 Attic Floor Load Unf,Area (Ib/ftA2) L 03-09=00. 14-00-00 30 10 14-00-00 3 F603 Point Load Conic. Pt. (Ibs) L 03-09=00 03-09-00 2,555 928 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 32,710 ft-lbs 85.1% 100% . 1 06-05-12 End:Shear 8,103 lbs 51.3% 100% 1 01-00-12 Total Load Defl. U284 (0.592") 84.6% n/a 1 06-10-14 Live Load Deft. U386 (0.435") 93.3% n/a 2 06=10-14 Max Defl. 0.592 59.2% n/a 1 06-.10-14 Span/Depth 14.1 n/a n/a 0 00-00-00 Notes Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min..end bearing+ 1/2 intermediate bearing Design meets Code minimum (U240)Total load deflection criteria. Design meets.Code minimum(U360.)Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria: Minimum bearing length for BO is 1-11/16". Minimum bearing length for B1 is 1-5/8". Calculations assume member is fully braced. Design based on Dry Service Condition. Fastener.Manufacturer-Simpson Strong-Tie, Inc. Page 1 of 2 AiN 1►JBoRmCascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 2800 DF Floor Beam1FB06 BC C CALC®Design Report Dry 1 span No cantilevers 0/12 slope January 15, 2017 23:55:20 B Build 5684 File Name: New_Col_37 Wellington-Way Job Name: New Colonial Home Description: Designs\FB06 Address: Lot 6, #37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 2nd Floor Framing Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of.suitability for 0 • • particular application.Output here based C on building code-accepted design is methods • • properties at on o and. Cascadeengineered . wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum = 1-1/2%= 8-7/8" or ask questions,please.call (800)232-0788 before installation. b minimum =6" d=24" e minimum = 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD-,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GL.uLAMTM SIMPLE FRAMING point loads,.please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAMO;VERSA-RIM Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from PLUS®,VERSA-RIMO,VERSA-STRAND®,VERSA-STUD@ are each Side. trademarks of Boise Cascade Wood Install Screws with screw heads in the loaded ply. Products L.L.C. Member has no side loads. Connectors are: SDW22634 I : QBoise^Cascade Double 1-3/4" x 9-1/4" VERSA-LAMO 2.0 2800 DF Floor BeamXFB07 Dry 11 span I No cantilevers 10/12 slope January 16, 2017 00:01:32 BC CALL®Design Report Build 5684 File Name: New Col 37 Wellington_Way Job Name: New Colonial Home Description: Designs\FB07 Address: Lot 6, #37 Wellington Way Specifier: Floor/Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 2nd Floor Framing. 131 1 1 1 1 1 1 1I 2 . 1 *M BO 07-06-00 it B1 Total Horizontal Product Length=07-06-00 Reaction Summary(Down/Uplift) (lbs): Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,675/0 1,081 /0 B1, 3-1/2" 3,675/0 1,081 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type, Ref. Start End 100% 90% 115% 160% 125% 1 2nd Floor Load Unf.Area (Ib/ft^2) L 00-00-00 07-06-00 30 10 " 07-00-00 2 Attic:Floor Load Unf,.Area(Ib/ft^2) L 00-00-00 07-06-00 30 10 07-00-00 3 Roof load Unf.Area(lb/ft^2) L 00-00-00 07-06-00 40 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,861 ft-lbs 65.6% 100% 1 03-09-00 End Shear 3,409 lbs 55;4% 100% 1 01-00-12 Total Load Defl. U556 (0.152") 43.2% n/a 1 . 03-09-00 Live Load Defl. U999 (0.117") n/a n/a 2' 03-09-00 Max Defl. 0.152". .. 15.2%. n/a 1 03-.09-00 Span/Depth 9.1 n/a n/a 0 00-00-00 %Allow %Allow . Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,756 lbs n/a 51.8% Unspecified B1 Post 3-1/2"x 3-1/2" 4,756 lbs n/a 51.8% Unspecified Notes Design meets Code minimum (U240)Totalload:deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 �BblseCascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor Beam1F1307 ,Dry 1 span No cantilevers 0/12 slope January 16, 2017 00:01:32 BC CALCO Design Report Build 5684 File Name: New_Col_37 Wellington_Way Job Name: New Colonial Home Description: Designs\FB07 Address: Lot 6, #37 Wellington Way Specifier: Floor/Roof Support Beam City, State, Zip: North Andover, MA 01845 . Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 2nd Floor Framing 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 c on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c 5-1/4" or.ask questions,please call (800)232-0788 before installation. b minimum=3" d =24" BC CALC@,BC FRAMER@,AJS-, Member has no side loads. ALLJOIST@,BC RIM BOARD- Bao, Connectors are: 16d Sinker Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. �BolsE'Cascade Triple 1-3/4" x 11-1/4" VERSA-LAM® 2.0 2800 DF Floor Beam1F1308 BG CALCO Design Report Dry 1 span No cantilevers 10/12 slope January 16, 2017 00:37:32 Build 5684 File Name: New—Col 37 Wellington—Way Job Name: New Colonial Home Description: Designs\FB08 Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 1st Floor Framing BO .13-11-00 - 131 Total Horizontal Product Length=13-11-00 Reaction Summary(Down/Uplift) (Jbs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 3,897/0 1,080/0 B1, 3-1/2" 3,897/0 1,080/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% '125% 1 .1st Floor Load Unf. Area(Ib/ft"2) L 00-00-00 13-11-00 40 1014-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 16,192ft4bs 62.2% 100% 1 06-11-08 End Shear 4,097 lbs. 36.5% 100% 1 01-02-12' Total Load Defl. U381 (0.424") 63% n/a 1 06-11-08 Live Load Defl. L/487 (0.332") 74% n/a 2 06-11-08 Max Defl. 0.424" 42.4% n/a 1 06-11-08 Span/Depth 14.4 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim:.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,976 lbs. n/a 54.2% Unspecified B1 Post 3-1/2"x 3-1/2". 4,976 lbsn/a 54.2% Unspecified Cautions Member is not fully supported at post B0. A connector is required at this bearing. Member:is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum (L/240.)Total load deflection criteria. Design meets Code minimum (U360).Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume member is fully;braced. Design based on Dry Service Condition. Page 1 of 2 AIN Boise Cascade Triple 1-3/4" x 11-1/4" VERSA-LAM®2.0 2800 DF Floor BeamIFB08 BC CALL®Design Report Dry 11 span No cantilevers 10112 slope January 16, 2017 00:37:32 Build 5684 File Name: New_Col_37_Wellington_Way Job Name: New Colonial Home Description: Designs1FB08 Address: Lot 6, #37 Wellington Way Specifier: Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See 1st Floor Framing 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 o o particular application.Output here based c on building code-accepted design • • properties and analysis methods. 0 0. o Installation of Boise Cascade engineered e wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please.call a minimum =2 c=6-1/4' (8.00)232-0788.before installation. b minimum=3" d=24" - e minimum = 3" BC CALCO,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,.BCI®, Nailing schedule applies.to both sides of the member. BOISE GLuLAMTM',SIMPLE FRAMING Member has no side loads. SYSTEM® VERSA-IAM®;VERSA-RIM Connectors are: 16d Sinker Nails PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ill i I� Boise Cascade Quadruple 2 x 10 SPF #2 Floor.13eamIF1309 Dry 16 spans I No cantilevers 0/12 slope January 16, 2017 00:47:31 BC CALC®Design Report Build 5684 File.Name: New Col 37 Wellington: Job Name: New Colonial Home Description: Designs\FB09 Address: Lot 6, #37 Wellington Way Specifier: Floor SupportBeam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: NLGA Misc: See 1st Floor Framing 2 - 06-00-00 06-04-00 05-09-00 07 09 00 08-00-00 08-03-00 BO 81 62 B3 64 65 66 Total of Hotizontal.Design Spans=42-01-00 Reaction Summary(Down/Uplift) (lbs) Bearing . Live Dead Snow Wind Roof Live BO 3,678/359 1,026/0 B1 8,059/0 2,357/0 B2 5,586/0 11,22010 B3 4;755/0 1,013/0 B4 _ 5,091 /0 1,191 /0 B5 51469/0 1,400.10 B6 2,078/219 50Z/0 i Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100%0 90°/n 115% 160% 125% 1 1st Floor Load Unf. Area(Ib/ft"2) L 00-00-00 42-01-00 40 10 14-00-00 2 2nd Floor Load Unf.Area(lb/ft-2) L 00-00-00 12-04-00 30 10 14-00-00 3 Attic Floor Load Unf.Area (Ib/ft"2) L 00-00-00 : 04-00-00 30 10 14-00-00 G.ontrols Summary Value %Allowable Duration Case Location Pos. Moment 5,650 ft-lbs 82.3% 100% 2 02-06-10 Neg. Moment -6,449 ft-lbs 94% 100% 4 06-00-00 End Shear 3,024 lbs 60.5% 100% 2 00-11-00 Cont. Shear 4,415 lbs 88.4% 100% .4 05-01-00 Total Load Defl. L/999(0.088") n/a n/a 3 W-01-14 Live Load Defl. U999(0.074") n/a n/a 11 38-01-14 Total Neg. Dell. U999 (-0:037") n/a n/a 3 30-01-07 Max Defl. 0.088" n/a n/a 3 38-01-14 Span/Depth 10.6 n/a n/a 0 00-00-00 Notes 'age 1 of t I --- i i Boise cascade Quadruple 2 x 10 SPF #2 Floor Beam1F1309 Dry 16 spans No cantilevers 10/12 slope January 16, 2017 00:47:31 BC CALCO Design Report Build 5684 File Name: New_Col_37,Wellington_Way Job Name: New Colonial Home Description: Designs\FB09 Address:. Lot 6, #37 Wellington Way Specifier:. Floor Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: : NLGA Misc: See 1st Floor Framing Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing+ Disclosure 1/2 intermediate bearing Completeness and accuracy of input must Design meets Code.minimum (L/240)Total load deflection criteria. be verified by anyone who would rely on Design meets Code minimum(L/360) Live load deflection criteria. output as evidence of suitability for. Design meets arbitrary(11") Maximum total load deflection criteria. - particular application,Output here based i on building code-accepted design I Minimum bearing length for BO is 1-7/8". properties and analysis methods. Minimum bearing length for B1 is 4-1/16". Installation of Boise Cascade engineered Minimum bearing length for B2 is 2-11/16". wood products must be in accordance with Minimum bearing length for B3 is 2-1/4". current Installation Guide and applicable building codes.To obtain Installation Guide Minimum bearing length for B4 is 2-7/16". or ask questions;please call Minimum bearing length for 65 is 2-11/16".. (800)232-0788 before installation. Minimum bearing length for B6 is 1-1/2": BC CALC®,BC FRAMER®,AJST"^ Calculations assume member.is fully braced. BC CAL TO,BC RIM ER@,ATM,BCIO, Design based on Dry Service Condition. BOISE GL,ULAM-,SIMPLE FRAMING The analysis of solid sawn wood members is in accordance with the.NDS and is limited to the SYSTEM®,VERSA-LAM®,VERSA-RIM output shown above. All other support and design for these products, including but not PLUS@,VERSA-RIM®, limited to notching, connections, installation, and engineer/architect certification is the VERSA-STRAND®,VERSA-STUDO are trademarks of Boise Cascade Wood responsibility of the project's design professional of record. Products L.L.C. 1 I ®cwiseCascade Triple 1-3/4" x 9-1/4"VERSA-LAM® 2.0 2800 DF Roof.BeamIRB01 BC CALL®Design Report Dry 1 span No cantilevers 10/12 slope January 15, 2017 22:28:57 Build 5684 File Name: New Col 37 Wellington—Way Job Name: New Colonial Home Description: Designs\RB01 Address: Lot 6,#37 Wellington Way Specifier: Roof Support Beam City, State, Zip: North Andover,.MA 01845 Designer: KK Customer: Company: KDK Design , Code reports: ESR-1040 Misc: See Roof Framing - 10 12 BO 12-00-00 B1 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,208./0 2,760/0 B1, 3-1/2" 885/0 2,06710 Load Summary Live Dead Snow Wind Roof Live Trib. Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 12-00-00 13 40 05-00-00 2 FB04 Point Loaad Conc. Pt. (lbs) L .04-04-00 . 04-04-00 1,117 2,40.0 n/a Controls.Summary Value %Allowable Duration Case Location Pos. Moment 13,593 ft-lbs 65.7%. 115% 4 04-04-00 End Shear 3,873 lbs: 36.5% 115% 4 00-03-08 Total Load Defl. U258 (0.699") 69.7% n/a 4 05-09-00 Live Load Defl; U372 (0.485") 64.5% n/a 5 057.09-00 Max Defl. 0.699" 69.9% n/a .4 05-09-00 Span/Depth 15 .n/a n/a 0 00-00-00: %Allow %Allow Bearing Supports Dim.(L x VII) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,968 lbs n/a 43.2% Unspecified B1 Post 3-1/2"x 3-1/2" 2,952 Ibs n/a 32.1% Unspecified Slope and Cut Length Slope Fascia Depth Horiz Length Product Length Plumb Cut with Hanger,to dbl. to la e - 9 t 10/12 13/4 12- - - 00 P P 00 - I 160302- . Cautions Member is not fully supported at post BO. A connector is required at this bearing.. Member is not fully supported at post B1. A connector is required at this bearing: Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (0240) Live Toad deflection criteria: Design meets arbitrary(1") Maximum total.load deflection criteria: Calculations assume member is fully braced. Design based on Dry Service Condition.: Fastener Man ufacturer'Simpson Strong-Tie, Inc. A I Page 1 of 2 Boise Cascade, Triple 1-3/4" x 9-1/4" VERSA-LAM@) 2.0 2800 DF Roof Beam1R1301 Dry 1 span No cantilevers 110/12 slope January 15, 2017 22:28:57 BC CALCO Design Report Build 5684 File.Name: New—Col 37 Wellington—Way Job Name: New Colonial Home Description: Designs\RB01 Address:. Lot 6, #37 Wellington Way Specifier:, Roof Support Beam City, State, Zip: North Andover, MA 01845 Designer: KK Customer: Company: KDK Design Code reports: ESR-1040 Misc: See Roof Framing Connection Diagram Disclosure t - d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application:Output here based on building code-accepted design t properties and analysis.methods. Installation of.Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please.call a minimum = 1-1/2"c=6-1/4" (800)232-0788 before installation. b minimum =6" d=24" e minimum = 1" BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD TTM;BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAM- SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Install Screws with screw heads in the loaded ply. VERSA-STRAND®,VERSA-STUDO are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: 8DW22500 Products L.L.C. f T l �5/GN 2842 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. rp:plql:p LFF 13 ®® ilium ®® Peon Elevallon Leff flevollon GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE-PINE-FIR OR BETTER. BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU 2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL FLOORS SHALL BE COMPLETELY FIRE CAULKED. APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY 7. ALL POST SHALL BE CONTINUOUS TO FOUNDATION. TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE CONSTRUCTION DOCUMENTS. 8. REFER TO BOISE SPECIFICATIONS AND CALCULATIONS FOR VERSA-LAM INSTALLATION. 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND DISPOSED OF PROPERLY. 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT - - DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER O SEPERATE CONTRACT AND TERMS. T x �5/CSN 00, -,--- ------ 6'Slides ---- -------------- L------------Z � 8 3 I 10 Thk, Foundation � o- i I' 6" I i (2)#5 Debar A/Top CZ>#5 hebar Al Mid-span Z`f I ' ;70"W X/0"dp,F1'q D09,De/ow (,7-)#5 Pebaf Al Ooffor7 I Dean rocket 96"X,08"X 14"Op,5frip 1=1'q 4 Thk,Min, Steel Lally,Typ, i 0 4- I 4, -- ' I 4 ----------- -------- -- ------------ ---- ------------ -------------- -- ----� ; I 2 IL--- ------- - - ---- - -- ---------------------------- -----� I 3-lOZ This Wall fo be 5/8 Type X 1'D08,Delow i i 6ypSur�0004, Garage Side 5hearwall,See Triple 1-3/4"x 11-1/4" I I Garage Geilinq to be 5/8 Type X Oefail i O Versa-Lary 2,0 2800 OI= - --j (ED ' 6ypsur�Doard W/P/a5fer IZ I ' I ; 14' i DaSer�enf 5/ab 1�a5erienf 14' Garage O I \ ' 4"Thk,Mia „ Min, Drop 5/ope for drainage j Daser,,-nf Window Size ff 3' 10—" ' O ----------- � I Location l`DD Dy Gonfracfor Z 1=lre haiee �OOr � r---------------- I I I I --------------------- L ------- ----------- ------------ J 21 ---------------------------- I V -------------------------- --� i i ----------------------------- j L---------------------- j I ----------------------------- 56' NOTES: f:::oun all on I l an 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED ,,, , O BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. SGL ; 316 �� �5/CSN 14'x l6' Deck f5-611 41 Op Ol O 2846-2 2832 GN235 8'Slider W/TranS 2' — 8' O ® riiple 1-3/4"X 1-l/4" l�afh LVL/leader 2X6 2846-Z EORM Eafjn B51ud y to be modified 9rea 6, 26, Pantry 12' 2846 2G 13'-IIS" 12'-�" PSL Post 28' --------------- ------- --------T------------- QS �ar7ily IZ' 24' YPost 1 1305 J Post X1306 -/ Voided Ceiling 3,-6„ Living Dinjng 12' 2846 1\- 2846-Z Open Pail 6' UP 7Wr1810 7Wr3010 rwr18/O FOO-7 @I 1846 Dl1P3046 /846 --— -- foyer 2846 2846 2 2' 2846-2 21-611 Cl-, I GL. 3, �„ 6'-4" 3'-112„ 700 - Farr7er5 Porch h51 [�I00r SGhL ' f Z6-3 �5/GN -/O„ :4 O 5'x 2832 2832 28462 q O c' --------------------� �= hoof Odow Gha;e 2x6 Wall GL' ti 0' 13afh � GL. 2'-1" I 40 O Posf Open hail O ------------ ------------------I ©O LN, 21-6" I CIL, s I 2� I I ---------------------j egress UP Fool �q/e55 2842 2842 ------ ------�- 2842 2842-2 2-1-611 61-41/ 013,- N 61-3„ 3,-r„ 2 2 2 2 .10 40' NOTES: -- --- -- -- 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. -2nd I_oyo l OR ANDERSON 400 SERIES WINDOWS. _ O 2. WINDOW CALLOUTS ARE F •lam � _ �5/GN -l7 im 4-2x10 PT, I2"0 5onoluhe ocom De%w W/Digfool 4' Below Grade 6 14' W/f}nchor Doll Triple 1-3/4"x7-1/4" 46 P,T. Posl LVL 11fader,5/idinq Door N 112110 Loci Dolls X16"o,c,, Typ, _ Chase TDD Plumbing Arca . N Dy Conlraclor Toilel Above . Triple 1-3/4"x 9-1/4" Versa-1-ar7 2,0 280011 -- -- -- -- -- --J - - -- - -- Gable 5upporl-- -- -- -- - - - I i - I I C r ff _ - = ----- - _ _ _ = - i 5 Triple 1-3/4"x 11-1/4" Versa Lary 20 2800 D1= 14' I i " 0 0 Ini N N N N I, --- -- -- - - -- -- 1 /0' 3' 2'- -- -- -. - - PD 91' r 09,Dflow 3'-4" �'` �-6" 4-2x10 .Z x10 I9"0 5onoluhe 6 W/Digfoof ;-- -. 20@16"o,c,p,t, 15f � � loo� rcrwinq 4'Below C6raa<e .� SGL ; V/(s P o W/tinchor 00// / Z)AC-2N rOO6,Flush Gable 5upporl Dear,Flush Ouad 1-3/4"x 11-7/8" Double 1-3/4"x 9-l/4" Plumbing Area Versa-Lar 2,0 2800 OF Versa-lar 2,0 2800 OF Toilef Above 40' 16' ����-r - - -- -- - -- -i r -- - - - - -- -- -- -- - -- -- - - -- -- -- -- -- I\ \1 1 I I I =�J 1 I I I I ---- ----- ------------ � II I II F1DO5,Flush Triple 1-3/4"x 9-1/4" Versa-Lar 9,02800 OF - /4 T I I I I I II I II I � 1 I ,� JL ,L 2-2 /0LL X r ,r �r �r it �L r �rr-�r r IF 9r Ir �r � I z v / I i11 �1 � / ( II r _ Jr __ I I 1 L _ J 5-1/4" FDO7,Flush 2-Zx/O P5L P051 Double 1-3/4"x 9-1/4" - –- - — - - ---— VerSa-Lar 2,0 2800 OF NOTES: �Zn1I'l00r f rami ng 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED ;,, I O BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. —� �5/CSN FDO2,Flush FDO3,Flush Triple 1-3/4"x 9-1/4" Triple 1-3/4"x 9-1/4" Versa-Lam 2,0 2800 Dl= Verso-L-am 20 2800 Dl� 40' QI II I I -------------------- I I I I I Poof Oc/ow I I II I I I 1-7 I I II I I I I I , i T s� FT I II I I N I J II I -------------I�,—�---- , FDO1,F/u5h Triple 1-3/4"x 11-1/4" Ver50-L-on 2,0 28OO 1�)F NOTES: Aff c [f00r 1 ,rar,71nq 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. t5/67N blown Oul 11 1 11 IF-1 Poke,, 7-yp, d Q) 17 POO/ 7 7-(Iplc I-3/4"x 9-1/4" Zo 2800 D), 17 j 11 IL L------ -- - ........TT I T L--- -- ---- ---- ---------- r-)Oublf 1-314"x 9-1/4" 6, Versa-Lar�9,02-800 DF III III El.-L.LL Porcb Poflc(--, NOTES: Poof �ramlnq 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED _ O BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 15CALE'l i 2-121�idge Pidge Vent 1POOF CON57-1'UC73ON; Jf Board Zx10 Pofter5 916"o,c, 5/C71V \ 5/MPSON MT530G STPONC-TIS IZ 1/2" CDX Plywood o MUST PE A7-7-AGhED TO JO/S7-ff 6" �clt Poofing Paper ° MUST DE WPAPPEO APOUN0 PAFTE10 P Zx6 32"ac,Go/lar Ties �5phalt 5hingle5 I 1 F-------------------- ° . :\ 5inp�n5lro 1'Tic I / \ ... :... 1 l lox Mr, Mr550 \� _ 2XIO 0/6"01c ,�� Solid D/ockinq Between Pafler Vented 5o�f/t / P-38 In--ulalion ,/ All ached To Top Plate5 w/8d@6"ac, 5calc None Alonq Lenglh of DracedWal/Panel Typical For All Pafler5 8 _ Frared Above Floor Joi5l I I WffiLL GON5r1.'UC -ION; r� ,� Zx6 5/ud5 16" o,c, I ���; 1/2" COX Plywood 2xo,c, Building Paper Sidinq,, 77,0D. I :. 1.'-21/n5ulalion 9"511-inger Guf , Sill; 1-2x6 p,t, 2-Z6 kd, 3/4. TSG Plywood w/Sill 5e0/er ' 4 Nailed ff Glued 1/2" ad, Anchor Bolts I -------i 2x10 c16"b,c, 6' o,c,, 12"1 rom Gorners P-50 In--dolion ----- re e W a1/ omp Proofing` /\�\� :� �I Oclow GradeAm r I : e act W lL Gor�p Gravel NOTES. 1. ALL DIMENSIONS AND MATERIALS : SPECIFIED ARE TO-BE—VERIFIED -- -.BY THE CONTRACTOR AND :ANY ADJUSTMENTS MADE ACCORDINGLY. 2: FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. C�o55ecflon 3. FOR ADDITIONAL FRAMING INFORMATION SEE FRAMING PLAN. 10 ,\ 5/CN POOL=CONSThucr101V; Zx10 Pafler5 @ 16"o,c. 2x6 Collar Ties 02" o,e, / \ 1/2" COX Plywood ———=- -—— \ �e/l Poofinq Paper I �� �� t�SphGll,Shingle5 2-12 Pidge PidgeVenl �\ PbafdNI — /� 12 t Q10 r� I 5/Mp50N 177753OC 5T1'ONG-775 I' MUST Df A77-AC E0 TO JO/-'57-,F 15„ l7US7-Of WPAPt 5D APOUND, AF7-,�I' I i I L'�/a5ler#1 I 1 I Voullcd Ceilirq 2x8 @l6"or, � I W�tLL CON57-PUCTION; 41p2 2x6 Slua'S @ l6" o;c, i 2x10 @I6"o,c 1/2" CDX Plywood Ouilding Paper I I P-38 Insulation I . i 3-2x8 5idinq. T13,0. i Zx6 0161,or, I I / family Porch Post Sill; 3/4"T@G Plywood I-2x6 p,l. I I � Nailed ff Glued 2-2x6 kd, I I=1�10 3-2x8 p,l:. w/Sill Sealer I I 9x10 016"o,c, 1/2" o,d,Anchor Poll--, 4x6 p,t,Post �.6' o,c, 12"I=rorn Corners I I r---.----------- ----� i I F--------------------I II F-),MP Proofing II 4' Below Grade - x 12 -I •.: � i. ii i i I 6arGge 5/ab ': i i :. l l II I • � i ll i i : We Compoc Gravel, 24' NOTES: 1. ALL DIMENSIONS AND MATERIALS: SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. arGge 5eclion 2. FOR. ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN.. SCAL 3/,6„r,, 3. FOR ADDITIONAL FRAMING INFORMATION SEE FRAMING PLAN: 5inp5on 11-'57/i30 511-ap,Fasllen l� To 0rywa115ide of Wall5��� Genfer of Ooflon of lleadei Gonfirxious lleodcr (Doubic l 3/4"x 11-/4"LVL,1-Zxl2) 5healhinq f filler M5Tyfi30 5frap;This Side Genler of Dollop of/leader 3-2x6 Jacks 2 2x6 \� \� . Wood Structural Panel -1-2x6 Jacks and 1-Zx6 Kira SfuQl 1 \ 17u51 De GonfinUou5/ ron 8d ell"o:c.Meld Nail.; /. � Top of wa//To Do/lon Of wa// 5inp5on 57-11014 51rap Tie 14"Min,fribed.In Goncrele \ \ 5/8"o.d.Anchor Dolls Gonlirvous Gorcrefe Poundafion '„llin 1=nbed,T .. YP• 5fen Wall heinforced w/ 1 1 1 1 #4 Rebar Top ff� Oolfon,TYP e�Gll / I '• 5inp5on51ron:/-Tie 5T110 Gorner ln_-Mlolion 5heaiwall,kale;None #a rebar #4 rebar Fasler,5healhinq/o Header Wilh 3"o,c Grid of 8d Nails and 3"o.c,in A1151uds And Pla1e5 \ \ End Distance C/2"min. \ \ from comer) GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED:ARE TO BE VERIFIED / 1 Wood 5lruclura/Pane/ BY THE :CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY: 17us1DeConfinuousiron 1 1 \\ \� TT op of WalloOoHonofWall 2. ALL WORK SHALL BE::COMPLETED IN COMPLIANCE WITH ALL \ \ APPLICABLE BUILDING, P.LUMBLING & ELECTRICAL CODES. ANY I � OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE CONSTRUCTION DOCUMENTS. 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND DISPOSED OF PROPERLY. 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING :OR ANY OTHER PROFESSIONAL. SERVICES THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER SEPERATE CONTRACT AND TERMS 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE—PINE—FIR OR BETTER. 6. ALL PENETRATIONS (PLUMBING, .ELECTRICAL, HEATING, ETC.) THRU FLOORS SHALL BE. COMPLETELY FIRE CAULKED. SheGnwall 1 7. ALL POST SHALL BE CONTINUOUS TO. FOUNDATION. 5cale;3/16" . .l,�r� 8. REFER TO BOISE SPECIFICATIONS AND CALCULATIONS FOR VERSA—LAM INSTALLATION.