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HomeMy WebLinkAboutBuilding Permit # 1/24/2017 BUILDING PERMIT TOWN OF NORTH ANDOVER = APPLICATION FOR PLAN EXAMINATION ' Permit No#:`7��f Date Received RSsacyusk� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION 4LI Cl: �--.Print PROPERTY OWNER �EC�`$�2�5� CC (L,t�i�' P.nnf '1 DO Year Structure ,yes,` .no MAP =PARCEL _ZONING DISTRICT:, Histone District. yes :no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building l One family ❑Addition ❑Two or more family ❑Industrial Alteration No,of units: ❑Commercial ❑Repair,replacement ❑Assessory Bldg ❑ Others: ❑Demolition ❑Other d Septic ❑Well ❑Floodplain D Wetlands ❑ Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: •t'fh.Yf� � -„cam"2__ -P 1�`�D.s s4-L.r::i ',..,''.. t Identification-Please Type or Print Clearly p OWNER: Name: l � -,,_Lai� Phone: 1210`))(_M Address: Contractor Name: Phone: Address: Supervisor's Construction License: Exp Date: Home Improvement License: Exp. Date:: ARCHITECT/ENGINEER Z)W— ,-E+cr✓w> Phone: Address: �Y/ %11' Reg No. FEE SCHEDULE:BULDING PER6flT:$12.00 PER$1000,00 OF THE TOTAL ESTIMATED COST EASEDON$125.00 PER S.F. rotal Project Cost:$ )0 o la"©'2 FEE:$ �tC/ Check No.: Receipt No,; S/ L(70 NOTE: Persons contracting rvi u gistered contractors do not have access to the guaranty fund Signature of Agent/Owne fi Signature of contractor, Town ofORP, Andover. O ro h' " ver,Mass, �•9 q�k.eren U PPay(e3 S 'c BOARD OF HEALTH Food/Kitchen PERMIT T ILD�r l t t Septic System THIS CERTIFIES THAT lfA. .d....A..rgi # .4.. Cvr.1.� V ...... BUILDING INSPECTOR Foundation has permission to erect..........................'buildings on.,...!.'Z...y.y.......�»� � .... .....,.... Rough� to be occupied as..... ....... .��...............V4.0.4.0.... Chimna.............................i. !►.�G4....4........ y 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 EXPIRESI V c MONTHS ELECTRICAL INSPECTOR LESSST CPIOSTARTS/,oRough C ..... Service ........... .......... ... ................................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy ByalctinQ 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. Project:16287 246 RALEIGH TAVERN NOANDOVER GELINAS STRUCTURAL a� Location:B21 5 PLY 9 1/2"OPTION ' JOB#16287 Multi-Loaded Multi-Span Beam 246 RALEIGH TAVERN (2009 International Building Code(2005 NDS)] NORTH ANDOVER,MA (5)1.75 IN x 9.5 IN x 13.0 FT Versa-Lam 3100 Flo-Boise Cascade StruCaic Version 8.0.113.0 1212/2016 12:42:29 PM Section Adequate By:24.01 Controlling Factor.Deflection CAUTIONS .Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.35 IN U446 Dead Load 0.16 In Total Load 0.51 IN U305 Live Load Deflection Criteria:0360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 4420 Ib 4420 ib Dead Load 2043 Ib 2043 Ib Total Load 6463 Ib 6463 ib Bearing Length 0.98 in 0.98 in '.. BEAM DATA Center '.. Span Length 13 If Unbraced Length-Top 0 It Unbraced Length-Bottom 13 ft Live Load Duration Factor 1.00 Notch Depth 0.00 =Self LOADS Came '.. MATERIAL PROPERTIES oad 0 pif Versa-lam 3100 Fb-Boise Cascade Load 80 plf Base Values Adiusted ight 24 pif Bending Stress: Fb= 3100 psi Fb'= 3182 psi Load 104 pIf Cd=1.00 CF=1.03 Shear Stress: Fv= 285 psi Fv'= 285 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Two Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Live Load 520 pif 160 pif Comp.-L to Grain: Fc--L= 750 psi Fc--L'= 750 psi Left Dead Load 130 pif 80 pit Right Live Load 520 plf 160 pif '.. Controlling Moment: 21003 k-lb Right Dead Load 130 pit 80 pif 6.5 Ft from left support of span 2(Center Span) Load Start 0 it 0 it Created by combining all dead loads and live loads on span(s)2 Load End 13 ft 13 it Controlling Shear: -6463 Ib Load Length 13 it 13 ft At right support of span 2(Center Span) Created by combining all dead leads and live loads on spans)2 Comparisons with required sections: Reo'd Provided Section Modulus: 79.22 In3 131.61 in3 Area(Shear): 34.01 int 83.13 in2 Moment of Inertia(deflection): 504.13 tn4 625.17 in4 Moment: 21003 ft-Ib 34895 ft-Ib Shear: -6463 Ib 15794 to '.. Project:16287 246 RALEIGH TAVERN NOANDOVER GELINAS STRUCTURAL aesa Location:B21 3 PLY 11 1f4"OPTION - JOB#16287 Multi-Loaded Multi-Span Beam 246 RALEIGH TAVERN 'f [2009 international Building Code(2005 NDS)) NORTH ANDOVER,MA (3)1.751Nx11.25INx13.0FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.113.0 12/2/2016 12:42:50 PM Section Adequate By:23.6% Controlling Factor:Deflection CAUTIONS •Laminations are to be fully connected to provide uniform transfer of toads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.35 IN Lt445 Dead Load 0.16 in Total load 0.51 IN L1306 Live Load Deflection in U360 Total Load Deflection Criteria:Lr240 REACTIONS .6 _Q Live Load 4420 lb 4420 Ib Dead Load 1997 to 1997 lb Total Load 6417 ib 6417 to Bearing Length 1.63 in 1.63 in BEAM DATA Center Span Length 13 It JIM '.. Unbraced Length-Top 0 it - ----- Ian --MIR Unbraced Length-Bottom 13 It Live Load Duration Factor L00 Notch Depth 0.00 UNIFORM LOADS Center '. MATERIAL PROPERTIES Uniform Live Load 0 pit Versa-Lam 3100 Fb-Boise Cascade Uniform Dead Load 80 pit Base Values Adiusted Beam Self Weight 17 pit Bending Stress: Fb= 3100 psi FU= 3122 psi Total Uniform Load 97 pit Cd=f.00 CF=1.01 Shear Stress: Fv= 285 psi Fv'= 285 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Two Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Live Load 520 pit 160 pit Comp.-Lto Grain: Fc--t-= 750 psi Fc-1'= 750 psi Left Dead Load 130 pit 80 pit Right Live Load 520 pit 160 pit Controlling Moment: 20855 ft-!b Right Dead Load 130 pit 80 pit 6.5 Ft from left support of span 2(Center Span) Load Start 0 B 0 it Created by combining all dead loads and live loads on span(s)2 Load End 13 it 13 It Controlling Shear: 6417 to Load Length 13 It 13 it At left support of span 2(Center Span) Created by combining all dead loads and live bads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 80.15 in3 110.74 in3 Area(Shear): 33.77 in2 59.06 int Moment of Inertia(deflection): 504.13 in4 622.92 ln4 Moment: 20855 ft-Ib 28814 ft-Ib Shear: 6417 Ib 11222 lb aaaa Project:16287 246 RALEIGH TAVERN NOANDOVER GELINAS STRUCTURAL Location:B22 2ply 9 1!2" -'0 JOB#162$7 Uniformly Loaded Floor Beam 246 RALEIGH TAVERN (2009 International Building Code(2005 NDS)] NORTH ANDOVER,MA (2)1.75 IN x 9.5 IN x 12.0 FT Versa-Lam 3100 Fb-Boise Cascade StruCaic Version 8.0.113.0 12/2/2016 12:44:13 PM Section Adequate By:99.7% Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members nFFLECTIONIS Center LOADING DIAGRAM Live Load 0.12 IN U1235 Dead Load 0.18 in Total Load 0.30 IN 0479 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:0240 REACTIONS A 13 Live Load 750 Ib 750 Ib Dead Load 1183 Ib 1183 Ib Total Load 1933 Ib 1933 Ib Bearing Length 0.74 in 0.74 in III !III II!III BEAM DATA Center Span Length 12 If Unbraced Length-Top 0 It ---- -- -tzfr - Flcor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Versa-Lam 3100 Fb-Boise Cascade Side 1 Side 2 Base Values AdiustQd Floor Live Load FLL= 50 psf 40 psi Bending Stress: Fb= 3100 psi Fb'= 3182 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CF=1.03 Floor Tributary Width FTW= 2.5 it 0 It Shear Stress: Fv= 285 psi Fv'= 285 psi Walt Load WALL= 150 pit Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi BEAM LOADING Comp.-L to Grain: Fc--I-= 750 psi Fc--L= 750 psi Beam Total Live Load: wL= 125 plf Beam Total Dead Load: wD= 188 pif Controlling Moment: 5800 ft-Ib Beam Self Weight: BSW= 10 pit 6.0 If from left support Total Maximum Load: wT= 322 pit Created by combining all dead and live loads. Controlling Shear: 19331b At support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Re' Provided '.. Section Modulus: 21.87 in3 52.65 03 Area(Shear): 10.17 in2 33.25 1n2 Moment of Inertia(deflection): 125.25 in4 250.07 in4 Moment: 5800 ft-Ib 13958 ft-Ib Shear: 1933 Ib 6318 Ib .The Commonwealth of Massachusetts Department of XrzdustrialAceldents " — 1 Congress Street,Suite IOP = Boston,MA 02114-2017 www.mass.go,-P/dia worker's'Componsationlnsnraueetlffidxdt-i3uilders/Contractors/Fiectricians/Plumbers. TOBEBff.EDWITHTV,I'ERMIC>=I'7 C-AIUTHORi'i'Y- .EleasePrint Leeilal A licant Information NIII(Business 0r-9"zationttudividual): F . Addaess: '1 Phone# i��%—llrE City/State/Zip J f pro ecE e ired); reyan xn emgloyer?Gheelcthe appropriate boz: Ne`PJ co21StCG.otion 1.01—aemployer R"ith emgloyees(full andlor pert-ti' 2-01--ola pmprietmor P�tnorsh?P andhaveno employers Working£ozme in ltamodel ggniredl Demolitionoworkers'coma.insuraacarequirad.]' Building addition 3.❑1 am ahomeowner deing'Il"orkmysatE[N Twill a-�T am ahomeawner'endwi711w Iv"ng°Detractors to conductall work onmy propazty. I,.[]EileetTiCal iep??Ts oi'?ddit7.cros ea 11i t all contractors either have'V`k e onmpansation inSUCenCa or are sola I?�l?lAinb7llg repairs or addllloiLw proprietor withno'e`mPloyeus. or andThavehaedthesob-contlwtor llstedontha attached sheet 13..�goofiejiairs 5.[]T amsc..b rel confr§ct. 14.0 Other Thesesub-cantraetnrshave omPIuyecs audhavaworkers'comp.insuraneat 6.❑W_era acorporetloRand its.officers have madsedthdrriglt 0=11111ionpe MGL- 152,§1(4),aadv*a have no emplo`yess.iNo workers'comp.insurance recpnredl box#1 xriast adsd fill outthe secGonbelow showing#heirworkers'comPensationpalicyinformstios.' '[,,.olicant that checks. t Homeowners who submit•tfiisdavitindicatingthey are tIV dousg aIIwo krndthanhica cuisida eoatmetor mixst submitznew affidavit indicating such }Gbnh-acfws that eheckthis fioX must eN.zcliod'nn additi°nal sheet showingNaename ohne sub-corriractoxs and swhethor ar potfhosa entiGes,bava employees.Tfthe sub-contractors h vo employees,they mast Provide thew workers'c'Dnp.Policy cumber. .. X am an employer tlsat is prouidingwark xs'compensation insurance for my employees Below is tkegoticy aradJabsite information. Tusurouce CompanylVa" I�pirationDa#at Policy#or Self-ins.Lia#: Ciy/State/Zip: Sob Site Address: e showing the policy number and expiration date). Attach a copy efthe Yvo?kers'compensation policy 5A is a ciroincl declarationpag by a a6 Failure to secure coverage as rlgiwod under'Meaalties,the form of TopiWORK ORDER lutiou and a fine olf li to$250.00 a andlor one-year imprisonment,as well as civil p day against the iltor.A copY of voathis statement may be forwarded to the Office of Iavest gat ons of the DIA for insurance coverage verification. X do ereby cert2fy der t ePaz and enalties ofperjurp Haat the information Provide ave Otte and f meet. It Sx atur Phare 0 czaI use only.Do not write in this area to he completed by dly or town offzciaZ. pormit/License# City or Town' Issuing Authority(circIo one}: ector 5.Plumbing Inspector I.Board Authority i Building I}epartoxent 3.City"-tvn Clerk 4.Electrical Insp 6.Other phone#: ContactPerson: uQlirH TOWN OF NORTH ANDOVER OFFICE OF a BUILDING DEPARTMENT a 120 Main Street North Andover,Massachusetts 01845 tSSACHUSf Telephone(978)688-4545 Donald Belanger Inspector of Buildings Fax (978}688-4542 HOMEOWIN'ER LICENSE EXEMPTION Building Permit Application Please print DATE: l JOB LOCATION: Number rr, Street Address Map/Lot A0 HOMEOWNER r` Name I Home Phone Word:Phone PRESENT MAILING ADDRESS `L City Town State Zip Code The current exemption for"homeowners"was extended to include owner occupied dwellings of one or two family dwellings and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisoi- DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which heishe resides or intends to reside,on which there is,or is intended to be;a one-or Evo-family dwelling,attached or detached structures accessory to such use andtor farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner-(780 CNN Section I IO.R5.1 2) '.. The undersigned"homeowner"assumes responsibility for compliance with State Building Code and other applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he`she will comply with said procedures and requirements. HOMEOV„4ERS SIGNATURE, 1 APPROVAL OF BUILDLNPOIIICIAL Revised 4/16 Form Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-4530 HEALTH 688-4640 PLANir'ING 688-4535 N - � � N PLAN B21 CL d BEAM SCALE 1I2"=1' " X HANGER �� M m M ( ca ? J L I ( ` =a of BEAM B21 SPAN 13' COD w a (5)13/4"x 9 1/2"LVL OR (3)1 314"x 11 1/4"LVL z Q �} Z TO NEW EXISTING JOISTS `�O��� �O� BEAMWITH (1)H2.5A (EACH JOST TYP.) Lu co 2ND FLOOR z Q Nn-- VON ' > � w ~ O \— � z BEAM B22 _ FLUSH INTO NEW BEAM B21 (USE HANGER) B21 a o K N z a z 13'-0" a o�= U-U INSTALL EXISTING INSTALL = o � SOLID 2x FLOOR JOISTS SOLID 2x wQ BLOCKING BLOCKING 1ST FLOOR 0_ � N N O EXISTING EXISTING BEAM JOB N0. 16287 LALLYS SHEET N0. EXISTING EXISTING LALYS ELEVATION � BEAM B21 LALYs SG1 SCALE 1/2"=1'