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Home My WebLink AboutBuilding Permit # 12/5/2016 OORT►r BUILDING PERMIT 0�==LE� X6'94 TOWN OF NORTH ANDOVER 0 ^ = - APPLICATION FOR PLAN EXAMINATION Permit Nod: C Date Received �� QAC HUSH Date Issued: � � r IWORTANT: Applicant must complete all Mems on this page LO CATION PROPERTY 011llNER 0 Pnnt ;1oU Year Structure yes MAI' .PARCEL € ZONING DISTRICT Historic D[stnct yes no Machine Shop Village_._ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition *Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement lJ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other [❑ Septic ❑ Well ❑ Floodplain ❑Wetlands 0 Watershed District D WaterlSewer . DESCRIPTION OF WORK TO E P RFORMED: entification- Please Type or Print Clearly OWNER: Name: C Phone: Address: C0 5 - j - _ Contractor Name: f- hone:. Address: �°- Supervisor's Construetion Ltcen-Se _5.:!74 �. ... . Exp. Date: Home Improvement License Eat ARCHITE CT/ENGINEER Ili ! 1 Phone: I Address: Ze _I eg. No. FEE SCHEDULE.BULDING PERMIT:$12,00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.P. I T®fiaI Project Coit: $ ' FEE: $ =. Check No.: Receipt No,:_ _ .— NOTE: Persons contracting with unregistered contractors do not have:access to the gur��anty fu 5tgriature 6f aAgent/Owner Signature of contractor �flRTH own of O ..p.' l •Y•' ry No. �y h , ver, Mass, 0 / 4 - COMIC 14@WICK �I- 7� �R,�TED P4 ,`y S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System I THIS CERTIFIES THAT .. ....4.4.0v .. ....., BU{LDING INSPECTOR .... .... ... ............ Foundation has permission to erect .......................... buildings on .... ... ..................... Rough to be occupied as ...... .......... A�.....e .. Chimney RNA provided that the person accepting this permit shall in every respect conform to the terrt?s of the application Find on fife 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 CONSTRUCTION S Rough ............. ..... P49 ................................ Service Final BUILDING INSPECTOR GASINSPECTOR Occupancy Permit:Required to Occupy Buitdink 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. I Elba n morency 23 concord st norte andover North Andover, Ma 01845 M&N Construction Enterprise Inca Estimate # 000089 525 Essex St. Unit 1107 Date 12/02/2016 Lawrence, Ma 01841 Business /Tax # License #CS-108367 Phone: (978) 397-9803 Email: penafranklin@yahoo.com Fax: (978) 258-8311 i Description Total New roof construction $3,000.00 - built a roof ever the existing porch 22x8 with 2x8 rafters and beans. -installing 6x6 post. -installing dripped,top paper -installing 2 square of shingles. - uaranteed on are labor is 5 ears Subtotal $3,000.00 Total $3,000.00 LZ Franklin Pena Elba n morency Page 1 of 1 SA�4� RU(JIONCAI!LiE ProBeam MDJ Incorporated,Engineering&Construction V5.Oi important:Top and bottom must be laterally Supported at supports and at 441 max,intervals.No wane in laminations nor curved Glulams,Oynamic loading not considered.Compliant with 200-2003 IBC,All designs should be checked by a competent professional.All users shall comply with State Engineering Law.Injury and!or death can result from improper use of this product Job Name: 23 Concord St North Andover Load and Span Diagram(Nat To Scale.Pitch,if any,not shown) Beam I.D.: Porch roof beam 300 260 Other Info.: 2(2x8)Beam 200- L J 160- Main Span,L 8.00 ft Main Span Max,Allowed Live Deft;L/ ..................................... 0.27 in 050 �n.................... I t 240 0 Main Span Max.Allowed Total Defi:L/11----.1-1 o"loin 11 1 2 3 4 5 6 7 9 Cantilever(Overhang)Exists? No W -100 -1 so Pitch,jf Sloped., O.Q:12Span(ft) Enginee Load Duration uve;1,00 V Loads From Continuous Member? I No Add Self Wt.? 0 Yes ONO For Wood and Press Treated? Wet Cond? Temp Cond. -Not—pre-s—stre—ated—'v �—Dry----V I Glull-ams Ctnly� 100 deg F&less Sawn Member Repetitive Use? NO V Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Redn? Yes Live,psf Dead,par Width,ft Load,pit Load,plf. Load,plf. Roof Loads(not including snow) Roof Snow(only) 0.00 ft Floor 3 Loads Floor 2 Loads - - Floor Leads 65 psf 10 Pat 4.00 ft 220.0 lb/ft 220.0 Will 40.0 lb/ft Wall Dead Load Other`psfl,load and irib.width - Additional'plf Unif.Live Loads. Additional'plf Unif.Dead Loads. Roof pitch for LL Red!n Beam type for LL Load Subtotals 220.0 Wit 220.0 lb/ft 40.0 lb/ft -----'Re-O'n Total Adjusted Uniform Loads WL= 220.0 lb/ft Wo 40.0 lb/ft �:O.�,I�21ntvdor Floor Beam Combined Total Uniform Load `Nu= 260,0 Ib/ft Uniform Loads On Cantilever Only TribkUry vddth- 0V M46, Live Load,p§ Dead Load ps ft Live Load,pi Dead Load,pi ComlYcl Load,Pif a Cant.Load Al z Cant.Load B Dasorip'n op f' c: Cant.Load C Concentrated(Point)Loads Trib.Length, Live Loa Dead Load.pm Trio.Width. itni IL Point Load Al Point Load X, Point Load C Descrip'n,optT X, -.1............. Point Load D Descrip'n,opt'l: XO ..............11.11-1111-1-. Point Load E DescrilYn,optT XE Point Load F DescrilYn,opt'l: X, Point Load G X, Dascflp�n,opt'l: xil Point Load H F Note:Location Measured From Left Support Partial Uniform Loads On Main Span Only Live Load,psf Dead Load,psf Tributary width. Live Load,plf Dead Load,plf Comb'd Load,pif Start Point,ft. End Point,ft. ft Partial Load Al I Partial Load BI I Partial Load C I I - - - Partial Load D Descr!p,n,qp Partial Load E .. DOSCH ........... Note:Start and End Points Measured From Left Support Wedge Loads On Main Span Only(Max at Left End,Zero at Right End) Live Load,psf Dead Load,psf Tributary width, Live Load,pif Dead Load,pif Comb'd Load,plp Total Wedge Load,lb Wadgv Load Al 22 Concord St Porch Rafters 4x And Smaller(Lumber) 5x And Lamer(Timbers) Lumbar Material Douglas Frr-larch w:; T(mberMaterial MuglasHr-Larch • ......._. - - Lumber Grade No.2 �:; Timber Grade WVVPA-Seledstruauras f Acceptable Solutions Acceptable Solutions 2x12 (2)2x8 3x10 - . j List properties for what (3)2 x 6 4 x 8 - SIF Wt- { - An asterisk' _25.41 size lumber?I{3)2 x 3.. Incticates a non- List properties for Fb=1350 Fv=180 Fcp=625 Eµ1600000 Slf W€=2.88 acceptable sorn. what size? 8):14 *' Fb=1583 Fv=170 Fcp=625 E=1600000 Glued Laminated Members 2.OE Paraliam PSL Glu€am Grade 24F•V9{pF/flF} '1": " 5-114"x 9.114" Acceptable Solutions ZA111d"x S 1f4" 7"x 9.=114" 2,5"x 6" 5.125"x 6 3-112"x 9-114" Sit Wt= 18.5 List properties for,.--. - 3"x 6" 6.75"x 7.5" what size? 5-114"x 11.114` w., Fb=2929 Fv-290 Fcp=750 E=2000000 List glu lam properties for what size glulam? 3.125"x 6" B.75"x 9" 1-Level,TJ1 3.1'2_x 163, —' 11-718"TJI 1 L65 3.125~x tes" � 5"x V. 'Web - Fb-2400 Fv=240 Fcp=650 E=1800000 Fbt=1850 Self Wt=12.85 Stiffeners? 18"Til I L66 1.9E Microllam LVL16"TJI1L90 -- -- -- - - �--- No List properties for what 1314" x 7-114" 1 (3)1314"x 5-112" 14"TX H90 11-718"TJI 360 size LVL? (2)1314"x 5-112"'j 11-718"TA 560 (2)1.314 x 16" rr!; Fb=2631 Fv=285 Fcp=750 E=1900000 S€f Wt=16.4 1.3E Timberstrand LSL An asterisk' 1.55E Tlmberstrand LSL List properties for what 3-112"x 7-114" Indicates a non- List properties for 1314" x 9-114" (3)1314" x 9-114" size LSL7 acceptable sol'n. what size? (2)1314" x 9-114" SIE Wt= 19.3 3.•112 x7•11,r Tl Ft1=_1714 Fvm-100 Fcp=_6.80 E=_1300000.S1f Wt=_7:4 (2).11-3/41"x IT TA Fb=23.44 Ftr-_3.10 Fcp=800 E=155WW 1 0 V 22 Concord St Porch Rafters Structural Steel Tubes Structural Steel W-Shapes(I-Beams) HSS4x2x1/8 HSS4x2x1t4 HSS4x3x1/8 HSS3x3x114 HSS3x3x3/8 HSS5x3x112 Steel Type? HSS4x4x1/8 HSS4x4x1/4 HSS4x4x3/8 HSS4x4x1/2 I A36-Fy=36 k8l 'j HSS6x5xl/8 HSS5x5x1/4 HSS5x6x318 HSS5x5xl/2 HSS6x6x1/8 HSS6x6x114 HSS6x6x3/8 HSS6x6x1l2 Web W4X13 W14X22 Welded End HSS7x7x3/8 HSS7x7x1/2 Stiffeners? W5X16 W16X26 Plate caps? No V! w6xa.5 Na w8XIO WIOX12 W12XI4 Custom Member CusLotm Mgm1ber Regul!§ Member Type: Shgle member,sitare or rectangular and solid V Single Member --- 7.5-in x 11-in, Single Member Material: C l"n't Your 0") w Single Member Material: Width, b=1 7.50 in Bending Strength, Fb= Bending Overdesign:4DIV/01 Height, d=j 11.00 in Shear Strength, Fv= Shear Overdesign:#DIV101 Area,A= 82.50 (nA2 Comp Perp to Grain Fcp= Deflection Overdesign:#DIV101 Section Modulus,S= 1.511,25 in.A3 Modulus of Ela.s.iXity, E #DIVIOf#DIV/01 Mom.of Inertia,1= 831.88 in'13 Self Wei ht Multi-Ply,Side-By-Side Member Reduce Strength '7%-Small bolts or lapsBearing Only Mem I Bears Mem.1.Material (Inl)ljty(KjrOwnj For Solt Holes: Mann"No.of Plies Multi-Ply Member I Multi-Ply Member 2 Mom ,11yWifth1. . - Material: Material: Mem 1,Ply Haight,d= Bending Strength, F4= Bending Strength, Fb Mem.2,Material (Input Your Own) w Shear Strength, F,= Shear Strength, F,= Mom 2,No.of Plies Comp Perp to Grain Fcp= Comp Perp to Grain Fop= Mom 2,Ply Width, b= Modulus of Elasticity, E= Mod of Elas,,psi, E= Mem 2,Ply Height,d= Self Weight= Self Weight= Final Member Results Final Member Final Member: (2)2 x 8, Dou'91as-17i Bending Overclesign: 11.3% Material Library Ciraosa rrnrn an>1 0 LarchNo2 Shear Overdesign:: 189.4% , .,"' --- Deflection Overdesign: 100.6% FinalSize: (2)2x8 IV Min.Bearing Lengths 1.60 in.(Left) 1,50 in.(Right) Use Conditions Sellec4d: Bearing/Buckling.101ve,rds I gn: N/A Vert Diff(approx): 0.00 it True Len(approx): Final member OK by: 11.3% Actual Member Size:3.00"x 7.26" 8.00 ft ....Banding Reactions Final Member Additional Information Location Live Caro Bracing Read For Maximums R,-Left B2--fth Positive Moment! -1b Full Strength: t Max, 12,124 ft 4�00 it Main Span ...............---i................. ............- ....................... .................. Live Load; 880 lb 880 lb Max.Negative Moment:0 ft-lb 0.00 it Main Span Lateral bracing ..................... .................--........... ............ required only at Dead Load: 182 lb 182 lb Max"ax ''"'''Shear:'''"' 902''"I'b.............................................0.00"ft......................Main Span supports Total Load: 1,062 lb 1,082 lb Main Span Max.QgWnward 0.133"/0.161% 4.09/4.09 Main Main Live Case Causing Max NIA N/A Deflection(Live/Total) ............. -1.11...................I 1 11-1......"-- I................... Main Span Max._Upward Deflectionj 0.00(y, ().000,, 0.001/0.00, Main Main M-kiln-unrig &Z19ft (Live/Total)] Live Load: 0 I 0 lb Cant. own.Deft.(Live/Tot):1 NIA N/A N/A W/O Mld-Bfqqing', 11--............... .......... ............................... ..................... ......................... ................ 0.6 or 1.0 Dead: 109 lb 109 lb N/A 4-................. .......... N/A_.............................N/A............ Bending Redn: Net Reaction as lb 96 lb Req'd El,Not Incl.Self WtA7.603E+07 Actual El: 1.52E+08 0% i Live Case Causing Min N/A NIA Approx.Self Weight:15.56 pit Approx.Tot Wt: 44 lb A14owed Moment Min.Ca1c'd Bearing Lengths: 0.57 In(Left) 0.57 in(Right) 2,365 ft-lb kh.A YIr flj: to to 4) 11 t �o V v, 22 Concord St Porch Rafters \` \ \y\` \\ _ \\ \ Plaza" MEN \\\ \ JAIL \\... „ v P \ Sh 0. WIN w Kew UIMIN \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\\ \ \ \ \ \ \ \ 2 i � Al 'l 0836 z� xq h N.M.4,11. 7 . .: 81.2018.