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Building Permit #391-2017 - 192 LACY STREET 10/12/2016
BUILDING PERMIT 3 '��1to TOWN OF NORTH ANDOVER ° � T '`1tiC Vf APPLICATION FOR PLAN EXAMINATION Permit NO: 3cy — a-o 1 Date Received l Date Issued: 0 1 a 1 (0 9SSacHusE� IMPORTANT:Applicant must complete all items on this page LOCATIONS Print PROPERTY OWNER 1 Print MAP NO: PARCEL: ZONING DISTRICT: Historic"District yes .." no, Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family ❑Addition ❑ Two or more family ❑ Industrial ❑Meration No. of units: ❑ Commercial Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other D Septic [].Well D Floodplain "' D Wetlands D Watershed,District G Water/Sewer e ( - new p)As r�.,,on� e Identification Please Type or Print Clearly) OWNER: Name: 6rG In --fid., Lyozid Phone: Address: 1 L a CONTRACTOR Name: Phone: 97S- 91V--`Z�7� Address: Supervisor's Construction License: Exp. Dater97-20 j Home Improvement License: Exp. Date: 3 2- ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BUL,DING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 0 ,-D FEE: $ �— Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund ` Si nature of Agent/Owner Signature of contractor O� BUILDING PERMIT NORTM �t�En tbq~O TOWN OF NORTH ANDOVER ; ' -':• APPLICATION FOR PLAN EXAMINATION * _ � Z h � Permit No#: Date Received �qss Arae Date Issued: IMPORTANT: Applicant must complete all items on this page LOCAT'ON • Pint ®PERTY ©1N ER - not 't).D Yea Structure yes no I, 11/JAP PARCEL: =.' Z®NI G p ISTRI�T: istoric 'is#ret .es o Machine hop llage es no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential 0 New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial _ 0 Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition 0 Other Ss tie 0 We'll 0 Floodplain • V1/et'lands Wate"' he District [�Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER. Name: Phone: Address: Contractor Nam MDRone: Email: Add Supervisor' Construction License: Exp:. Date: p,,,rovement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT,$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost.- $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Ager►t/Owner Signature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. Permanent Dumpster on Site El THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments 1 Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp D_umpster o_n situ yes no_ Located at 124.Main Street FireDepartment signature/date COMMEIVTtS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit l ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ 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 NOTE: 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) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 Location C t L A Le- No. � / Date r • - TOWN OF NORTH ANDOVER • Certificate of Occupancy $ Building/Frame Permit Fee $ Ste• Foundation Permit Fee $ Other Permit Fee $ TOTAL $ is Check# i c1032 Building Inspector Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) I ❑ Notified for pickup - Date Doc.Building Permit Revised 2012 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales 0 Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMENTS CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date "COMMENTS Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. . Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ ^rkers Comp Affidavit :u/ C PY to Co Of H.I.C. And/Or C.S.L. Licenses �)Ct of Contract Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products 10TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ 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) ❑ Engineering Affidavits for Engineered products DOTE: 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) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products DOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 44,416.00 m $ - $ 532.99 Plumbing Fee $ 66.62 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 66.62 Total fees collected $ 766.24 192 lacy Road Kitchen remodel 391-2017 on 10/12/2016 r 1 - - NORTfj '9 w: 1 : ,.. s 1c . . ver O - a�� h �„K. h ver, Mass, i o • ♦ b� of �y COC NIC"@_'C' y1' I,p �R'�TED )..r s U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT ..........ADS ft..........S N 6V.4..5-.4 . BUILDING INSPECTOR ... .V......... 9.A has permission to erect .......................... buildings on ......�..7..A...L:..P.!!�JEY..........Call........... Foundation 1.v` Rough to be occupied as .. .L .t.l�l......gr .111 i� �.....�..... R'!! �.....W.111110.446....Mme... 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 CONSTRUCT N STA S Rough / Service ...... ... .... ...�.... ................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. Massachusetts Home Improvement Sample Contract This form satisfies all basic requirements of the state's Home Improvement Contractor Law(MGL chapter 142A),but does not include standard language to protect homeowners. Seek legal advice if necessary. Any person planning home improvements should first obtain a copy of"A Massachusetts Consumer Guide to Home Improvement"before agreeing to any work on your residence.You may obtain a free copy by calling the Office of Consumer Affairs and Business Regulation's Consumer Information Hotline at 617-973-8787 or 1-888-283-3757 or on our website. Homeowner Information Contractor Information Name Company Name \ a( C Street Address(do not use a PostO ce Box address) Contractor/Salesperson/Owner Name ( A It City/Town Slate Zip Code Business Address(must include a street address) 9- f vk CUye, aytime Phone Evening Phone City/Town State Zip Code 7 I - 7q� V( 0-3 Mailing Address(It different from above7 Business Phone �dcml Employer ID or S.S.Number Home Improvement Contractor fteg.;lumber Expvalion dal, Law requires rhar most home Imerovemenrrnnrra,rnnhave / 76 -lid registration number J�t — �J The Contractor agrees to do the following work for the Homeowner: (r ( [� (Describe in detail the work to completed,specifying the type,brand,and grade of materials to be used,use additional-s-beets if necessary.) K4& +BcAc�w. � „►,del /� -�(�, C C4J i" . Required Permits-The following building permits are required Proposed Start and Completion Schedule-The following schedule will and will be secured by the contractor as the homeowner's agent: be adhered to unless circumstances beyond the contractor's control arise (Owners who secure their own permits will be excluded from the Guaranty Fund provisions of Date when contractor will begin contracted work. MGL chapter 142A.) : Date when contracted work will be substantially completed. Total Contract Price and Payment Schedule The Contractor agrees to perform the work,furnish the material and labor specified above for the total sum of: (*) Payments will be made according to the following schedule: S uVon signing contract(not to exceed 1/3 of the total contract price or the cost of special order items,whichever is greater) $ by_/_/ or upon completion of S by / / or upon completion of S/9$2�m1pon completion of the contract. (Law forbids demanding full payment until contract is completed to both party's satisfaction) The following material/equipment must be special SAC-275,7c paid for ordered before the contracted work begins in order to meet the completion schedule.(**) 5 to be paid for NOTES:(*)Including all finance charges(**)Law requires that any deposit or down-payment required by the contractor before work begins may not exceed the greater of(a)one-third of the total contract price or(b)the actual cost of any special equipment or custom made material which must be special ordered in advance to meet the completion schedule. Express Warranty-is an express warranty beine provided by the contractor? ❑No VVes(all terms of the warranty must be attached to the contract) Subcontractors-The contractor agrees to be solely responsible for completion of the work described regardless of the actions of any third party/subcontractor utilized by the contractor. The contractor further agrees to be solely responsible for all payments to all subcontractors for materials and labor under this agreement Contract Acceptance-Upon signing,this document becomes a binding contract under law. Unless otherwise noted within this document,the contract shall not imply that any lien or other security interest has been placed on the residence. Review the following cautions and notices carefully before signing this contract. • Don't be pressured into signing the contract.Take time to read and fully understand it. Ask questions if something is unclear. • Make sure the contractor has a valid Home Improvement Contractor Registration. The law requires most home improvement contractors and subcontractors to be registered with the Director of Horne Improvement Contractor Registration. You may inquire about contractor registration by writing to the Director at 10 Park Plaza,Room 5170,Boston,MA 02116 or by calling 617-973-8787 or 888-283-3757. • Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage,or ask to see a copy of a"proof of insurance"document. • Know your rights and responsibilities. Read the Important Information on the reverse side of this form and get a copy of the Consumer Guide to the Home Improvement Contractor Law. You may cancel this agreement if it has been signed at a place other than the contractor's normal place of business,provided you notify the contractor in writing at his/her main office or branch office by ordinary mail posted,by telegram sent or by delivery,not 1 ater than midnight of the third business day following the signing of this agreement. Seethe attached notice of cancellation form for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE ARE BLANK SPACES!!! Two identical copies of the contract most be completed and signed.One copy should go to the homeowner, a other copy should be kept by the contractor. Homeowner's Signature Cont ctor' ignature Date Date CALCULATIONS FOR TIDE WOOD RESIDENCE October 7, 2016 �.r PREPARED BY: ,-FLOOD CONSULTING STRUCTURAL ENGINEERING OF STACY ;�.• . m zas� A.. r� woe ra rrEno Job# 166 YName Structural Engineering Sheet Description ,,• � Calculated/Drawn by-_ _5 4 ' Date 56 Laurel Drive •Hudson, MA 01749 TEL: (978) 562-6499 • FC: (978) 562-6246 Scale Sheet No. of _ t I✓ J , : � r , {� .. C/,(1 [ t) 5 —:2 ve- 1 1 ' , I , , 1 _ Title Block Line I Project Title: You can change this area t Engineer: Project ID: using the"Settings'menu item Project Descr. and then using the'Printing& Title Block'selection. Title Block Line 6 ftlad:70rT2016,9:211.11 ................ ..................................I------------- File=CAPROGRA-ZfNERCA-1 [Wood, Beam ENERCALC,INC,1983-2015,Build:6.15.12.9,Ver6.15.12.9 Li-c.I# KW-06009309, Licensee: Flood Consulting Description -None- CODE REFERENCES ......................... Calculations per NDS 2005, IBC 1009, CBC 2010,ASCE 7-05 Load Combination Set:ASCE 7-10 Material Properties .................... ................... ............. Analysis Method: Allowable Stress.Design Fb-Tension 875 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875 psi Ebend-xx 1400ksi Fc-Prll 1150 psi Eminbend-xx 510ksi Wood Species Spruce-Pine 91' Fc-Perp, 425 psi Wood Grade No. 1/No.2 Fv 135 psi Ft 450 psi Density 26.21 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(0,04)L(0.16) 2-2x10 Span=13.750 ft Applied LoadsService loads entered.Load Factors will be applied for calculations. .............. Uniform Load D 0,040, L-.0.160 Tributary Width 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio' = 1.3771 Maximum Shear Stress Ratio = 0,490 : 1 Section used for this span 2-2x10 Section used for this span 2-2x10 fib:Actual = 1,325-79psi fv:Actual = 66.19 psi FB:Allowable 962,50psi Fv:Allowable = 135.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 6.875ft Location of maximum on span 0,000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#I Maximum Deflection Max Downward Transient Deflection 0.467 in Ratio= 353<360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.584 in Ratio= 282 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations M.oment Valu- �hearValu ............. Load Combination Max Stress Ratios es........ Segment Length Span# M V Cd C FN C i Cr C m G t C L M fb Pb V tv FV +O+H 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.306 0.109 0.90 1.100 1.00 1.00 1.00 1.00 1.00 0.95 265.16 866.25 014 13,24 121.50 +D+L+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 1.377 0.490 1.00 1.100 1.00 1.00 1.00 1.00 1.00 4.73 1.325.79 96150 1.22 66.19 135.00 +D+Lr+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.220 0.078 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.95 265.16 1203.13 0.24 13.24 168.75 +[)+S-tfl 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.240 0.085 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.95 265.16 1106.88 0.24 13.24 155.25 +D-r0.750Lr-+0.750L+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0,882 0,314 1.25 1.100 1.00 1.00 1.00 1.00 1.00 3.78 1,060.63 1203.13 0.98 52.95 168.75 +D40350L-+0.750S+H 1.100 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.958 r 0.341 1.15 1,100 1.00 1.00 1.00 1.00 1.00 3.78 1,060.63 1106.88 0.98 52.95 155.25 aM Title Block Line I Project Title: You can change this area Engineer: Project ID: using the"Settings'menu item Project Descr: and then using the'Printing& Title Block"selection. Title Block Line_6 fted:70CT2016,9!21AJ`,A File=C:T-ROGRA-21ENERGA 1 I Wood' B-eam ENERCALC,INC,1M 2015,8uild:6,15.12,9;Ver.6AS.12.9 Description -None- Load Combination Max Stress)Rafiw Moment ValuesShear Values ... ......... ....._-._........_-......••_..__._............. Segment Length Span# M ' 'y Cd C FN C Cr Cm C t CL M lb Pb V IV F'v ................ ........................... ----------------------------.......------------ . ......... ....................................----------------..................................................................... +D40.60W-H i ;1 1A00 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=13.750 it 1 0.172- '6.061 1.60 1,100 1.00 1.00 1.00 1.00 1 A0 0.95 265.16 1540.00 0.24 13.24 216.00 +D+0,70E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 19,061 11.1100 1,00 1,00 1.00 1.00 1,00 0.95 13.24 216.00 Length=13.750 it I 0.172' 1.60 265.16 1540,00 0,24 +D-07501-rA.7501-4.450W-H 1.100 11.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 it - 1 0.689, ".�b.245 1.60 1,100 1.00 1.00 1.00 1.00 1.00 3.78 1,06H3 1540.00 0,98 52,95 2%00 w +0+0.750L+0.750S.+0.450W+H , 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.689' 0.245 1.60 1.100 1,00 1.00 1.00 1.00 1.00 3.78 1,060.63 1540.00 0.98 52.95 216.00 +D+0.750L+0,750S+0.5250E4.H 1.100 1.00 1.00 1.00 1.00 1.00 Ho 0.00 0.00 0.00 Length=13.750 it 1 0.689''- 1.60 1,100 1.00 1.00 1.00 1.00 1.00 3.78 1,060.63 1540,00 0.98 52.95 216.00 40.60D+0.60W+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 Ho Length=13.750 It 1 0.103 0.037 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.57 159.09 1540,00 0.15 7.94 216,00 +0.60D-i0.70E40.60H 1.100 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0,00 Ho Length=13.750 It 1 0.103 6.037 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.57 159.09 1540.00 015 7,94 216.00 Overar Oveall Maximum Deflections. ll 1-111-1-11... I I--....................... ................................ .................. .............1.11................--...................-.............................................................................. Load Combination Span Max. Defl Location in Span Load.Combination Max."+"Defl Location in Span ..............---------------------....................... ............. .......................................................... ....................................... +D+L+H 0.5841 6.925 0,0006 0.0,00, Vertical Reactions Support notation:Far left is#11 Values in KIPS .................I............... ............................................ ................ ...................... ............ ...............-.1-1.1.1-11-I.-I.......................................-------------------......-- Load -----Load Combination Suppgh 1 Support 2 -1 S--.-................ .............- ............. ............................................... --------------- Overall MAXIMUM 167.5 75 Overall MINimum ;0,1.65 0.165 +D+H O�75 0,275 +D+L+H 1,375 +D-H-r+H 0.275 0.275 +D+S+H !'(1.275 0.275 -+".750Lr-+0.750L+H 1,100 1.100 +D+0350L+0.750S+H 1100 1.100 +D460W+H 0.275 0.275 +D+0.70E+H J6275 0.275 +D+0.750Lr+0.750L+0.450W+H '.11:100 1.100 +D+0.750L+0.750S+0.450W+H '1100 1,100 +0-+0.750L-+0.750S-t0.5250E+H I..f'00 1.100 -460D+0,60W+0.60H '6165 0,165 +0.60D+0.70E-+0.60H d,'%, 0.165 D Only 0.275 0.275 Lr Only L Only -.1.i00 1.100 S Only W Only E Only H Only Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the'Settings"menu item Project Descr: and then using the"Printing& Title Block*selection. Title Block Line 6Prjphed.-,w 20 9.22NA ............... ........... ..................................... ................................... ................................................ Wood Beam A He=CAPROGRA-AENERG.A ENERCALC,INC.1983-2015,Boild:6.1512.9,Ver:6,15.12.9 Description -None- CODE REFERENCES -........................................................................... ...............------ ..................................................... Calculations per NDS 2005,lB6,iOO9,CBC 2010,ASCE 7-05 Load Combination Set:ASCE 7-16-- Material Properties ......................-11-1.1 1 1 1--1..........................i.................... ...............-.... ............................................................................................................... ..... ............................................................................................. .................. g$ Analysis Method: Allowable Slr6 'Resign Fb-Tension 2600 psi E:Modulus of Elastic#y Load Combination ASCE 7-10 Fb-Compr 2600 psi Ebend-xx 1900ksi Fc-PHI 2510 psi Eminbend-xx 965.71 ksi Wood Species iLevel Truss Joist, Fc-Perp 750 psi Wood Grade MicroLam LVL 1.9 8 Fv 285 psi Ft 1555 psi Density 42 pcf Beam Bracing Beam is Fully Praced against lateral-torsion buckling D(O.04) M.16) 34 34 2-1.75x9.25 Span=13.750 ft APp..lied Loads Service loads entered,Load Factors will be applied for calculations, 1 11,111--.1-11--1 1-1.11, 11.11-.............................................................................. ............ ...... . .............................. .. Uniform Load: D=0.040, L=OAQO Tributary Width=1.0 ft ,DESIGN SUMMARY Maximum Bending Stress Ratio = 0.4371 Maximum Shear Stress Ratio = 0.199 : 1 Section used for this span 2-1.75x9.25 Section used for this span 2-1.75x9.25 fb:Actual = 1,136.39psi fv:Actual 56.73 psi FB:Allowable • 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 6.875ft Location of maximum on span = 0,000 ft Span 4 where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflecijon 0.295 in Ratio= 559 Max Upward Transient Defiectib#- 0.000 in Ratio= 0<360 Max Downward Total Deflection-` 0,369 in Ratio= 447 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Combinations .............................................................. ..... .............11........ ................................... ......... ....................... ........................................................................................................ Load Combination Max Stress.Ratios Moment Values Shear Values Segment Length Span# M V Cd C Fiv C Cr Cm C t CL V f v F v ............... ... ....... ..... ...................................................................... +6 . 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.097 0:044 0.90 1.000 1,00 1.00 1.00 1.00 1,00 0.95 227.28 2340.00 0.24 11.35 256.50 +D+L.+H 1.000 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=13.750 it 1 0.4371.".0.199 1,00 1.000 1,00 1,00 1,00 1,00 1.00 4,73 1,136.39 2600.00 1.22 56,73 285,00 +D+Lr+ 1,000 1,00 1.00 1.00 1,00 1,00 0.00 0.00 OZ 0.00 Length=13.750 ft 1 0.070 0.032 1.25 1.000 1,00 1.00 1.00 1.00 1.00 0.95 227.28 3250.00 0,24 11.35 356.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=13.750 ft 1 0.076 0.035 1.15 1,000 1.00 1.00 1.00 1.00 1.00 0.95 22728 2990,00 0.24 11.35 32715 -+1tO.750Lr-t0,750L+H 1.000 1.00 1,00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.280 0.127 1,25 1.000 1,00 1,00 1.00 1.00 1,00 3,78 90911 3250.00 0,98 45.39 356.25 +D+0,750L+0,750S-H 1,000 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0,00 0,00 Length 13.750 ft 1 0.30. 10.138 1.15 1.000 1.00 1,00 1.00 1,00 1.00 3,78 909.11 2990.00 0,98 45.39 327.75 Title Block tine 1 ; Project Title: You can change this area ' Engineer: Project ID: using the,"Settings"menu item P Project Descr: and then using the"Printing& Title Block'selection. Title Block Line 6 -, Prr:?ed: -,OCT201E.,*:2 -- -- Wood Beam � File=CtPROGRA-2tENERCA-1 ENERCALC,INC.1983 2015,Build:6.15.12.9,Ver:6,15.12.9 Description:. -None-- Load Combination Max Strdss.f2a6os Moment Values Shear Values .................. ....._. .. ._..............,,,.................................. Segment Length Span# M V Cd C F................... ._ ........._.._ ._..... _......................... .-........... __ .......... . .. ....... .....__. +D+0.60W4H 1.000 1.00 1.00 1.40 1.44 1.00 0.00 0.00. ..0.00 0.00 Length=13.750 It 1 0.055 0:025 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.95 227.28 4160.40 0.24 11.35 456.00 +040.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.055',' 4.025 1.60 1.000 1.00 1.00 1.04 1.00 1.00 0.95 227.28 4160.00 0.24 11,35 456.00 +D+0.750Lr+4.7501_+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 It 1 0.219 ; 0.100 1.60 1.000 1.00 1.00 1.00 1.00 1.04 3.78 909.11 4164.00 0.98 45.39 456.00 +0+0.750L+0.750S+0.450W+H ,, 1.000 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=13.750 It 1 0.219 ;0.100 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.78 909.11 4160.00 0.98 45.39 456.00 +D40.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length=13.750 ft 1 01119, 0.100 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.78 909.11 4160.00 0.98 45.39 456.00 +O.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.04 0.40 0.00 0.00 Length=13.750 ft 1 0.033 0.015 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.57 136.37 4160.00 0.15 6.81 456.00 +0.60D+0.70E+0.60H ��,. " 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.750 ft 1 0.033 .,,0.015 1.60 1,000 1.00 1.00 1.00 1.00 1.00 0.57 136.37 4160.00 0.15 6.81 456.00 Overall Maximum Deflections ,'" .. .._.._ . _. - _._ ....... . .................................. __._ ................... ___ ............ Load Combination -Span Max. 'Dell Location in Span Load Combination Max.'+'Deft! Location in Span ._...... +D+L+H-- 1,1 0.3689....... 6.925..... ... - _.... 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS ....... .. . ......_.-_._...._._.,._.,,,..., __.._ ___... .. ................................................... Load Combination Supportl Support _bverallMAX'imum ,1i37b _ .. ..__1.375 Overall MINimum 0.165 0.165 +D+H "0.275 0.275 +D+L+H 1:375 1.375 +D+Lr+H 0.275 0.275 +D+S+H .-0.275 0.275 +D+0.754Lr+0.750L+H „'1.100 1.100 +D+0.750L+0.750S+H 1.100 1.100 +D+0.60W+H D.275 0.275 +D+0.70E+H 0.275 0.275 +D+0.750Lr+0.750L+0,450W+H 1:100 1.100 +D+0.750L40.750S+0.450W4H :•1•t1W 1.100 +D+0.750L+0.750S+0.5250E+H , 1.100 1.100 +0.60D+0.60W+0.60H 0.165 0.165 +0.60D+0.70E+0.60H 0.165 0.165 D Only 0'276 0.275 Lr Only L Only '1.100 1.100 S Only W Only E Only H only I• I •I ' ,i Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the*Printing& r Title Block"selection. Title Block Line 6 fl ted;7OCT 2016,9:32AM rr --- File=C:IPROGRA-21ENERCA-1 Wood Beam ENERCALC,INC.1983-2015,Build:6.1512.9,Ver.6.15.12.9 C_- Description: -None- CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-05 Load Combination Set:ASCIf 1-10 Material Properties : ;• Analysis Method: Allowable Stress.Design Fb-Tension 2600 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 2600 psi Ebend-xx 1900ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species :iLevel Truss-J6i..St•, Fc-Perp 285 ps Wood Grade :MicroLam LVL 9'!� p Ft 1555 psi Density 42pcf Beam Bracing Beam is Fully,Srat'ed against lateral-torsion buckling D(0.28)L(1.1) 0(0.07)L(0,28) - V 1 2-1.75x9.25 Span=11.50 ft Applied,loads Factors Service loads entered.Load ac will be applied for calculations. Point Load: D=0,280, L=1.10 k(03 T%670 ft Uniform Load: D=0.070, L='0.280 kit,Extent=7.670->>11.50 ft, Tributary Width=1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio ? = 0.4841 Maximum Shear Stress Ratio = 0.288 : 1 Section used for this span 'j 2-1.75x9.25 Section used for this span 2-1.75x9.25 fb:Actual = 1,257.38 psi N:Actual = 82.16 psi F13:Allowable' = 2,600.00psi Fv:Allowable = 285.00 psi Load Combination - +D+L+H Load Combination - +D+L+H Location of maximum on span 7.681 ft Location of maximum on span 10.745 ft Span#where maximum occurs :;;; = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient pefle�tion 0.182 in Ratio= 75$ Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflectioh 0.228 in Ratio= 605 Max Upward Total Deflection:• 0.000 in Ratio= 0<180 & Maximum Forces Stresses for Load Combinations _........ --........ .- ..._..---- -_.._... _........._.... _ -_-- _ .. . --... .. .... ................___ ._ -- Load Combination Max Stress Ratios Moment Values Shear Values __........ - ......--._......_ _... ._.... . .............................._..... Segment Length, Span# M V C d C FN Ci Cr Cm C t C L M fb F'b V fv F'v ....._...- .. . . . ---.... - --...... ................__, _. - --- _ 0.00 0.00 0.00 0.00 Length=11.50 ft 1 0.109. . 0.065 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.06 253.93 2340.00 0.36 16.56 256.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 ft 1 0.48.4 0.288 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.23 1,257.38 2600.00 1.77 82.16 285.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 It 1 0;07a: " 0.046 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.06 253.93 3250.00 0.36 16.56 356.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 ft 1 0.085 0.051 1.15 1.000 1.00 1.00 1.00 1 Z 1.00 1.06 253.93 2990.00 0.36 16.56 327.75 +D+0.750Lr+0.750L+H 1,000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 ft 1 0.310• 0.185 1.25 1.000 1.00 1.00 1,00 1.00 1.00 4.19 1,006.51 3250.00 1.42 65.76 356.25 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 . 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: You can change this area t,' Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Black Line 6 miffed: -OCT2 s MAR .__.._.._._.... ___....._. __ ._.__.,.,.,.,_,. ......_. ............._.__..._.. __.____...._............... __....__ - -. . VVoOt Foie-CAPROGRN-•21ENERCA-1 ENERCALC,INC.1983.2015,Suild:6.15.12.9,Ver.6.15.12.9 a,•+ s ma. , Description: -None- Load Combination Max Stresskatios Moment Values Shear Values Segment Length Span# RA V Cd C FN C i Cr C m C t CIL M fb Pb V fv F ....._.. .._ . .. ....... ._' ........... . .. _....._ .. ..... Length=11.50 ft 1 0.337 0.201 1.15 1.000 1.00 1.00 1.00 1.00 1.00 4.19 1,006.51 2990.00 1,42 65.76 327.75 +D+0.60W+H 1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 ft 1 0:061 ' •0.036 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.06 253.93 4160.00 0.36 16.56 456,00 +D+0.70E+H 1,000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 I Length-11.50 ft 1 0.061 0.036 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.06 253.93 4160.00 0.36 16.56 456.00 +D+0.750Lr+0.750L•+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 ft 1 0.242:, '0.144 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.19 1,006.51 4160.00 1.42 65.76 456.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 It 1 0.242: 0.144 1.60 1.000 1100 1.00 1.00 1.00 1.00 4.19 1,006.51 4160.00 1.42 65.76 456.00 +D+0.750L+0.750S-+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 ft 1 D.242 Y 0.144 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.19 1,006.51 4160.00 1.42 65.76 456.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 It 1 fl.037 0.022 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.63 152.36 4160.00 0.21 9.93 456.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=11.50 It 1 0:037 0.022 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.63 152.36 4160.00 0.21 9.93 456.00 Overall Maxirrturn Deflections'::' .... _...... ... . ..........._-,..._._,........,__..,. ...._ -.._..__. ....._. ... .... p . ......... _._. ......................................................-. Load Combination In Max.°"Dell Location in Span Load Combination Max. +"Defl Location in Span ...._ .... ....--- ........ ... , _ .._ .. .......--. ..................................... - +fl+L+H . .... . 0.2279 ..... _6.338 0,000 0.000 Vertical Reactions • Support notation:Far left is#1 Values in KIPS ...... .... ...............------. ........ ... ........_..,_.. ............................... -._.. ......................_....._......................... ......... Load Combination Support 1 Support 2 ......... ...._. _.._..-- ......_._ ......_..._ ..__... .. _ ........_.... .-.....-............ Overall MAXmum - --- a.683 2,038---- -- Overall MINimum 1}.683 0.246 +D+H f.11,138 0.410 +D+L-+H rp 6$3 2.038 +D+Lr+H '0.138 0.410 +D+S+H 0138 0.410 +040.750LrA.750L+H 0.547 1.631 +D+0.750L+0.750S+H 0.547 1.631 +D+0.60W+H 0.138 0.410 +D+0.70E+H 0.138 0.410 +D+0.750Lr+0.750L+0.450W-+H 0147 1.631 +D+0.750L+0.750S-4450W+H " .0:647 1.631 +D+0.750L+0.750S+0.5250E+H 6.547 1.631 •+460D+0.60W-+0.60H 0.683 0.246 +0.60D+070E+0.60H .4083 0.246 D Only -'0..138 0.410 Lr Only L Only 0.545 1.627 S only W Only E Only H Only :i'• Title Block Line 1 Project Title: You can change this area Engineer: Proiect 11): using the"Settings"menu item :i Project Descr: and then using the"Printing& Title Block"selection. • Title Block Line 6 _Punf-d:7 2016,9:41AM Steel Beam File=Q:PROGRA-21ENERCA-1..._ ENERCALC,INC.1983-2015,Build$.15.12.9,Ver.6.15.12.9 I 0.10• 0• Licensee Flood Consulting Description: --None- CODE REFERENCES Calculations per AISC 360-05, IBC2009, CBG 2010,ASCE 7-05 Load Combination Set:ASCE 7-10• Material Properties ---..._._.......... Analysis Method: Allowable Strength Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced hgainst lateral-torsional buckling E:Modulus: 20,000.0 ksi Bending Axis: Major Axis Bendir Load Combination ASCE 7-10 .; Q(0.25)V0,75) 75 ♦ 7 ♦31 1 .•.� / Spon-15.250 R W8IQ4 M \ Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calcul ed and added Uniform Load: D=0.250, L=-0.150 klft, Tributary Width=1.0 ft DESIGN SUMMARY , Maximum Bending Stress Ratjo = 0.504: 1 Maximum Shear Stress Ratio= 0.196 : 1 Section used for this span W8x24 Section used for this span W8x24 Ma:Applied 29.070 k-ft Va:Applied 7.625 k Mn i Omega:Allowable 57.635 k-ft Vn/Omega:Allowable 38.857 k Load Combination +D+i-+H Load Combination +D+L+H Location of maximum on span 7.625ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.382 in Ratio= 478 Max Upward Transient Deflection, 0.000 in Ratio= 0<360 Max Downward Total Deflection c• 0.510 in Ratio= 359 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses forttad Combinations __---___...- .._ .--.--_._.._--._- -- ---_. - _.__._ - - -- -- ----------- -- --.._._._._. Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ M6-ax- Ma Max Mnx Mnx/0mega Cb Rm Va Max Vnx Vnx/Omega Dsgn.L= 15.21 It 1 0.126 0.049 7.27 7.27 96.25 57.63 1.00 1.00 1.91 58.29 38.86 Dsgn.L= 0.04 ft 1 0.001 0.049 0.08 0.08 96.25 57.63 1.00 1.00 1.91 58.29 38.86 +D+L+H Dsgn.L= 15.21 It 1 0.504 0.196 29.07 29.07 96.25 57.63 1.00 1.00 7.63 58.29 38.86 Dsgn.L= 0.04 ft 1 ',A006 0.196 0.33 0.33 96.25 57.63 1.00 1.00 7.62 58.29 38.86 +D+Lr+H Dsgn.L= 15.21 ft 1 0.126 0.049 7.27 7.27 96.25 57.63 1.00 1.00 1.91 58.29 38.86 Dsgn.L= 0.04 ft 1 "0.001 0.049 0.08 0.08 96.25 57.63 1.00 1.00 1.91 58.29 38.86 +D+S+H . 1 Dsgn.L= 15.21 ft 1 .0.126 0.049 7.27 7.27 96.25 57.63 1.00 1.00 1.91 58.29 38.86 Dsgn.L= 0.04 ft 1 0.001 0.049 0.08 0.08 96.25 57.63 1.00 1.00 1.91 58.29 38.86 +0+0.750Lr-4750L+H Dsgn.L= 15.21 ft 1 0.410 0.159 23.62 23.62 96.25 57.63 1.00 1.00 6.20 58.29 38.86 Dsgn.L= 0.04 ft 1 0.005 0.159 0.27 0.27 96.25 57.63 1.00 1.00 6.20 58.29 38.86 +D+0.750L+0.750S+H Dsgn.L= 15.21 ft 1 0.410 0.159 23.62 23.62 96.25 57.63 1.00 1.00 6.20 58.29 38.86 Dsgn.L= 0.04 ft 1 0.005 0.159 0.27 0.27 96.25 57.63 1,00 1.00 6.20 58.29 38.86 +D+O.60W+H Dsgn.L= 15.21 ft 1 .,:,0.126 -0.049 7.27 7.27 96.25 57.63 1.00 1.00 1.91 58.29 38.86 Dsgn.L= 0.04 It 1 0.001 0.049 0.08 0.08 96.25 57.63 1.00 1,00 1.91 58.29 38.86 +D+0.70E+H Dsgn.L= 15.21 ft 1 0.126 0.049 7.27 7.27 96.25 57.63 1.00 1.00 1.91 58.29 38.86 Dsgn.L= 0.04 ft 1 0.001 0.049 0.08 0.08 96.25 57.63 1.00 1.00 1.91 58.29 38.86 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item ,;, Protect Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Pdnted:70CT2016,9.4,w File=C.TROGRA-21ENERCA-1 Steel Beam ENERCALC.INC.1983-2015,Build:6.15.12.9,Vec6.15.12.9 0.r0• a• .". Consulting Description: -None- Load Combination ,Max Stress Ratios Summary of Moment Values _Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm lea Max Vnx Vnx/Omega _._........ -- ..__....- -- .._.. .. _----.. ..._. . -- 4b+0.750Lr+0.750L+0.450W+H j Dsgn.L= 15.21 ft 1• V 0.410 0.159 23.62 23.62 96.25 57.63 1.00 1.00 6.20 58.29 38.86 Dsgn.L= 0.04 ft 1 0.005 0.159 0.27 0.27 96.25 57.63 1.00 1.00 6.20 58.29 38.86 +D+0.750L+0.750S+0.450W+H Dsgn.L= 15.21 ft 1 0.410 0.159 23.62 23.62 96.25 57.63 1.00 1.00 6.20 58.29 38.86 Dsgn.L= 0.04 ft 1 ; 0.005 0.159 0.27 0.27 96.25 57.63 1.00 1.00 6.20 58.29 38.86 +D+0.750L+0.750Si0.5250E+H Dsgn.L= 15.21 ft 1 0.410 0.159 23.62 23.62 96.25 57.63 1.00 1.00 6.20 58.29 38.86 Dsgn.L= 0.04ft 1 .0.005 0,159 0.27 0.27 96.25 57.63 1.00 1.00 6.20 58.29 38.86 +0.60D+0.60W+0.60H Dsgn.L= 15.21 It 1 '0.676 0.029 4.36 4.36 96.25 57.63 1.00 1.00 1.14 58.29 38.86 Dsgn.L= 0.04 ft 1 :0.001 0.029 0.05 •0.05 96.25 57.63 1.00 1.00 1.14 58.29 38.86 +0.60D+0.70E+0.60H Dsgn.L= 15.21 ft 1 k076 0:029 4.36 4.36 96.25 57.63 1.00 1.00 1.14 58.29 38.86 Dsgn.L= 0.04 ft 1 0.001 0.029 0.05 0.05 96.25 57.63 1.00 1.00 1.14 58.29 38.86 Overall Maximum Deflections . Load Combination Span Max.°"Defl Location in Span Load Combination Max."+Deft Location in Span . - - 0.5097 7.669 y0.0000- ----0.000... . •' Support notati -Vertical Reactions Load Combination Support.l Support Overall M936mum 7.625 7.fi25 Overall MINimum 1':144 1.144 +D+H ,1.906 1.906 +D+L+H '7.625 7.625 +D+Lr+H 1.906 1.906 +D+S+H 1.906 1.906 +D+0.750Lr+0.750L+H 6.195 6.195 +D+0.750L+0.750S+H 6.195 6.195 +D+0.60W+H 1.906 1.906 +0+0.70E+H 1.906 1.906 +0+0.7501-r+0.7501-+0450W+H 'e.195 6.195 +0+0.750L+0.750S+0.450W+H &.195 6.195 +D+0.750L40.750S+0.5250E+H 6.1-193 6.195 +0.60D+0.60W+0.60H 1.144 1.144 -,0.60D+0.70E•+0.60H '••.'f.144 1.144 D Only 1.906 1.906 Lr Only L Only 5.719 5.719 S Only r W Only E Only H Only , •i •i. • � f ` - t'` (jf l ----------- 37 el Ati .... ...,«......... v..mw..,nrna . �.... ...............,.� XX ? � y �h w Y � � ` •f�/ �'`f �� r x cS t OVERHANG ABOVE a var t'a 'r FIRST FLOOR a a v x t x< X/ j 1 „`,1 t --- od _q �IAJ AV)Av fv�o1 °l —hod ScrAa�� — � -�f Sou a 710 NOTICE OF CANCELLATION YOU MAY CANCEL THIS TRANSACTION, WITHOUT PENALTY OR OBLIGATION, WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PROPERTY TRADED IN,ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE,AND ANY NEGOTIABLE INSTRUMENTS EXECUTED BY YOU WILL BE RETURNED WITHIN TEN BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOU CANCELLATION NOTICE, AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL, YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE; OR YOU MAY, IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN TWENTY DAYS OF THE DATE OF CANCELLATION, YOU MAY RETAIN OR DESPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION. IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO, THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION, MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE, OR SEND A TELEGRAM TO [Name of Seller], AT [Address of Seller's Place of Business] NOT LATER THAN MIDNIGHT OF 7-2 3-/6 (date). I HEREBY CANCEL THIS TRANSACTION. Date: 17—Zp—`L Buyer's Signature:—�,,,,` Contractor Arbitration The Home Improvement Contractor Law provides homeowners with the right to initiate an arbitration action(as an alternative to court action)if they have a dispute with a contractor. The same right is not automatically afforded to a contractor,however. The contractor would have to resolve any dispute he/she has with a homeowner in court unless both parties agree to the optional clause provided below. This clause would give the contractor the same right to arbitration as is afforded to the homeowner by the Home Improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract,the contractor may submit the dispute to a private arbitration firm which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided In Massachusetts General Laws,chapte 42A. omeowner's Signature ' Contract/Signature NOTICE:The signatures of the parties above apply only to the agreement of the parties to alternative dispute resolution initiated by the contractor. The homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. Homeowner's Rights. ' A homeowner's rights under the Home Improvement Contractor Law(MGL chapter 142A)and other consumer protection laws(i.e.MGL chapter 93A)may not be waived in any way,even by agreement. However,homeowners may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work as described,in a timely and workmanlike manner. Homeowners may be entitled to other specific legal rights if the contractor guarantees or provides an express warranty for workmanship or materials. In addition to guarantees or warranties provided by the contractor,all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have. questions about your consumer/homeowner rights,contact the Consumer Information Hotline(listed below). Execution of Contract The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents have been attached. Parties are also advised not to sign the document until all blank sections have been filled in or marked as void,deleted,or not applicable. One original signed copy of the contract with attachments is to be given to the owner and the other kept by the contractor. Any modification to the original contract must be in writing and agreed to by both parties.Contracted work may not begin until both parties have received a fully executed copy of the contract,and the three day rescission period has expired. Accelerated Payments A contractor may not demand payments in advance of the dates specified on the payment schedule in cases where the homeowner deems him/herself to be financially insecure. However,in instances where a contractor deems him/herself to be financially insecure,the contractor may require that the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from said account would require the signatures of both parties. Additional Information If you have general questions or need additional information about the Home Improvement Contractor Law or other consumer rights,or if you wish to obtain a free copy of "A Massachusetts Consumer Guide to Home Improvement" contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 617-973-8787,888-283-3757 or visit the OCABR website at http://www.mass.2ov/ocabr/ If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law,contact: Director of Home Improvement Contractor Registration Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 617-973-8787,888-283-3757 or visit the HIC website at http://wWW.mass.gov/ocabr/ Go online to view the status of a Home Improvement Contractor's Registration: http://db.state.ma.us/homeimprovement/licenseelist.asp For assistance with informal mediation of disputes or to register formal complaints against a business,call: Consumer Complaint Section Office of the Attorney General 617-727-8400 AND/OR Better Business Bureau 508-652-4800,508-755-2548 or 413-734-3114 Version 2.1-11/22/2010 The Commonwealth of Massachusetts Y Department,of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 ar www mass.gov/dia N orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legib Name (Business/Organization/Individual): 1 Address:J�� b� C,�t"�Pi )1,C, /),,o V tf- O 3 �Sr City/State/Zip: Phone#: 1775- -70 Are you an employer?Check the appropriate box: Type of project(required): 1.❑I am a employer with employees(full and/or part-time).* 7. ❑New nstruction 2.❑I am a sole proprietor or partnership and have no employees working forme in $, emodeling any capacity.[No workers'comp.insurance required.] 9. F-1 Demolition 3.❑i am a homeowner doing all work myself.[No workers'comp.insurance required.]? 14 n Building addition 4.F]I am a homeowner and will be hiring contractors to conduct all work on my property. f will ensure that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5. I am a gen contractor and I have hired the sub-contractors listed on the attached sheet. ❑ 13.[]Roof repairs The. contractors have employees and have workers'comp.insurance.* - 14. a area corporation and its officers have exercised their right of exemption per MGL c. i 4. Other 152,§1(4),and we have no employees.[No workers'comp,insurance required.] Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. /� Insurance Company Name: ,/-l-C ,t kl Policy#or Self-ins.Lic.#: lA9 E (o-7 3 10 V Expiration Date: S 3 — 7 Job Site Address:y '32_ Jac,--.��_ n r;ib AJow--r rk,- City/State/Zip: Attach a copy of the workers'4lipensation 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 1 civ' penalties in the form of a STOP WORK ORDER and a fine of u to$250.00 a n r one-year imprisonment,as well as civil 1 a d/o P Y p � P 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 Wider the pains and penalties ofperjury that the information provided above is true and correct; Signature: Date: —/1 — Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 167632 Type: LLC Expiration:. 10/13/2016 Tr# 259828 AXIS BUILDERS LLC. - ADAM BUNNELL - 14 A NORTH SALEM RD HAMPSTEAD, NH 03841 Update Address and return card.Mark reason for change. SGA 1 0 20M-05/11 [ Address Renewal Employment Lost Card 33 -Massachusetts Department.of Public Safety 1 8bar o€Building-Regulations and-Standards License: CS-086557 Construction Supervisor ADAM S BUNNEW"v 14 A N.SALEM ROAD H�!FSTEAD Nff ON f � e ! o ,�1 i ( •�� l.�— Expiration: i, Commissioner 08/20/2017