The URL can be used to link to this page

Home My WebLink AboutBuilding Permit #202-15 - 795 JOHNSON STREET 8/25/2014 BUILDING PERMITo`"°DT b qti TOWN OF NORTH ANDOVER F? APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received Arm p �gSSACHUs�� Date Issued: p 41 IMPORTANT: Applicant must complete all items on this page LOCATION PA PROPERTY OWNER #4 V �1 Print 100 Year Structure yes no MAP ��7_ PARCEL:6� ZONING DISTRICT:.Historic District ye no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Resid ntial Non- Residential ❑ New Building ne family ❑Addition ❑Two or more family ❑ Industrial teration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other eptic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: enti01-ase Type or Print Clearly OWNER: Name: Phone: G 'CpR 'OJ�d Address: Contractor Name: Pho e:. Address: Supervisor's Construction License: Exp. Date: Home Improvement License: _ _ Exp. Date: _ ARCHITECT/ENGINEER Phone: i Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED CO��S�%TJBA ED ON$125.00 PER S.F. OV 11 Total Project Cost: $ j�� FEE: $ Ul.�� Check No.: a- Receipt No.: %2 7 i ' 7 NOTE: Persons contracti wi h unr stered contractors do not have access to the guaranty fund Signature of Agent/Owner ' ti Signature of contractor r 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 ❑ 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 Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit t DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS 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 ❑ 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.1.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) a 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) Ll 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 buildingapplication PP on Doc:Building Permit Revised 2014 Location No. �U / Date ' f . • TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check#q!z t , Building Inspector i Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost 3000.00 m $ - $ 360.00 Plumbing Fee $ 45.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 45.00 Total fees collected $ 550.00 795 Johnson Street 202-15 on 9/9/2014 Kitchen Remodel r , V t%ORThr ve' . LANECh ver, Mass, T O � COCHICHE WICIt X11,4 q°R•�reo ►�Pa,��S _ S U BOARD OF HEALTH Food/Kitchen PERMI-T T //�� LD Septic System C�'UcGf THIS CERTIFIES THAT .... .#......�1. .................`1............................................................................... BUILDING INSPECTOR has permission to erect .......................... buildings on .7 ............................ Foundation Rough to be occupied as ��=�'lo�G ..�..::. f'� �� 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 CONSTRUCTION STARTS Rough ....................... Service ................ .... .�Get .�.. 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. The Comrdonweaft ofHamehasetts - . .�1e,�a��neniFo„�':7nc��,��rrcrAccic�en�� • • Of.flee n,ffuvesfigadons 644 Washington Street Roston,MA 4. 111 vww.massgov1dAz Wo rclkexo'Compensadob Insuxance xcladt:BuRdersiContractoro)EIect4clanql bees A Ream Wbrrma#on Please Pxzn��e 'bZ afro e usinessl0rgani''zatioa�udzviduai}: • CIJk-V Ad&ass: T 0� � City/S tatc p: A-re,yorx art employer?check the appropriate hom Type of project(required): 1.[] T am a employer-with 4. d T am a general contractor and T S. []New construction, f employees(fullandlorpaxt timed T h.avenedthe sub-contractors 2.Q I am a sole proprietor orpattner listed.on.the attached sheet:T 7. Remodeling ship and`Iiaveno.employees These sub-contractors have 8, j emolition working forme in any capacity. We arras'comp.insurance, g, ❑Building addition PTO workers'comp.insmauce 5. El We axe a carporation and its 1011 Electrical repairs ar additions xecluired.� officers have exercised.their 3. X am a homeowner doing all work right oil'exemption PerMGL 1111 Numbingrepairs or additions mys6 Ego wO&Ts,comp. c.152,§1(4),andwahaveno 1.2.pRoofxepairs irtsurauc�recluixed.] employees.[No workers' 13.[i Other comp.insurance required.] �Atryapplicantthai checksbox#Zmustalso�llovithesecfionbel6wshowingtheirworkers'compeusation.polioyinfoimation. '� • i Homeowners who submittbis affidavit indloatingthey,�•re doing allworlt and then hire outside contractors must submit anew affidavit indicating sirch, xContracfors that cFrecktbh bgF const attached art additional sheet showingthename ofthe suh-contractors andtheirworkers'comp.policy informaiion. aYnccne�npl`oyef't�iatisp oviciir�gwo ke 'cor�tpeasatzonznsr�artceforrriyernpl'oyees: elot a,�t�iepoiicyancijo site if2,fvx�matzo�2. Insurance CompavyName% Policy#ox gel Ins.-UG.#: ExpiratlouData* Tob Site Address' CitytState(�ip: Attach a copy of f�a workers'comp ensatlon-p olicy cleclaration page(showing-the policy number and e�*atioa crate). Failure to secures ofMOL o.152 can.lead to the impwitlolt of cximinalpenalties of a fne up to$1,500.00 and/or ane-year imprisonment,as well.as civil penalties in the form of a STOP Vv ORIS ORDER.and a fn.e ofup to$250.00 a day against the violator. Be advised that a copy of this statementmay be foxwarded to the OfCxca of Xnvestigations of the DTA.for insurance coverage verification. Xdo 11efeby d venarties of perfuiy tfiattlae in•formation vrovrdiett a7 Ye%� ue ant eo�ree�, Si afore. L� g7 Phone#• % /U !IE s OjflciaZ use only. .Do not Tgrite in this area,to be completed by city or town official City or Town: Permit/Licextse# Issuing Authority(circle one): 1.Board of Health?.Building XDepartment 3.CxtyMowza Clerk 4.Blectxical Inspector 5.Numbing Inspector 6.Other - - - To "O-Fi OCF,THOD nj�m� '��-P ��.l.J�Y.LtJ.i. 0£EICE Ov . • • x QPbO ec v K t�V b'r . 60D iOsgo oto SEz-eef Building 2Q, 023 u NorthAndovex,3V[assacb-asate 01845 Gerald A,Brown � 'I'eleph.one(978)688-9$45 7nspectorofBuildings Fax (978)688-9542 ROOMMNER•LICENSE BXENLPTION EbI� LY-PMT APPLICATION . • Please�� '. . DATE: � a� SOB LOCATION: l ' TdW 60,Pl umber SfxeetAddress IYIapIZot Name, e1®6 q Home Phone Work Phone -PRESENT:iUTA]UNG ADDPY-SS . c� ro1,M. "P[,`rJr1__g The current exemption forCil,omeowners"was extended to?nohide owner-occli 'sed to allow such bomPo;:rers i4 e iga e ao? dividual•fcrhire who does nOtpos5eS8 a 1 CI 15e,provided ded thatto tvo t�e ower d acts as supezvisor). Ssiate3uilding (Code Beeon I08.3.5.1) DEFINI.TIoN OFHOMEOWNEh ' Persons)who awns aparcel ar s. on which.ILO/She resides or intends to reside,on which dere is,oris infended to + bo,si one or two iarnily sizuetures. A person,who constructs mom thatAne home in a two h then eziod shall not be considered ahozneownQr, AThe undersigned pplicable codes,by laws,nAos andxegalations"homedwner"assumes xesponsibility Iorcbmpliances with the State Building Code and other Theundersigned"homeownex"cextrRes that he/she understands the Town of North,A.ndoverBuitdingDe�a ent rn,n�rnum inspection procedures anencs an t Ite/slze comply�yith,said procedures and xegDiz-ementst -RONMOWNETURERS SIGNAC . AA PROV,AT•OF BU UNC,Og'FFICJ.AL Revised 9.200.9 FonnSiomeowners FaxempEon ')BOARD OFAPPEALS-688-9S4Ir ^: Oa1T3ERVA'RON 688-9530 HEALTH 688-9540 P�A1ltdpgo 6$8 9531 Daniel J.Parker,A.I.A. Page No._�_of�_ ARCHITECT Calc.by _Da �2� y 158 Gale Avenue Scale: =--�=J Haverhill,MA 01830 Architecture ♦ Planning ♦ Project Development rIEM#. ? Voice/Fax:978-373-2446 Location: Type: [ ]Wood [ j Steel Design Criteria: Fb E — FV — Loading Criteria: [ ]UDL [ ]Point [ ]Overhang [ ]Partial r tt � n --moo ------------ -��. z �f ------------ NK engineering data. . . . . .. . . . . . . . . . . . . . . . �'�03 Project:--N Daniel J.Parker,AIA. Page No. -:7,-:—Of.� _ ("O ARCHITECTCa1c'�' --w --D ' Z'I 158 Gale Avenue Scale: IJ,. ` Haverhill,MA 01830 Architecture ♦ Planning ♦ NectDeoelopment TTEM Voice/Fax:978-373-2446 Location' Type: [ ]Wood [ ]Steel _ Design Criteria: Fb a. E - Fv - Loading Criteria: [ ]UDL [ ]Point [ ]Overhang [ ]Partial z. SIL i m i r. 1 ' ! y , i �1 ! engineering data. . . . . .. . . . . . . . .. . . . . . . . - Project:-/� Daniel J.Parker,A.I.A. Page No. of L A R C H I T E C T mac'by Da 158 Gale Avenue Scale: Haverhill,MA 01830 Architecture ♦ Planning ♦ Project Development ITEM#: ] Voice/Fax:978-373-2446 y Location: Type: [ ]Wood [ ]Steel Design Criteria: Fb a, E Fv = Loading Criteria: [ ]UDL [ ]Point [ ]Overhang [ ]Partial r e. f t i et -- j �.TAa 4A, :b 5 -- �- tD eng ineerin ' a. . . . . . . . . . . . . . . . . . .� . . . �� t Project - - �1 Daniel J.Parker,A.I.A. Page No. ofcc) _ A R C H I T E C T Calc.by Date Z I"L- 158 Gale Avenue Scale: Haverhill,MA 01830 Architechire ♦ Planning ♦ Project Development Beam#: � Voice/Fax:978-373-2446 Location• Type: [ ]Wood [q/steel J Ll I I I I I I - -I--- I T7 Design Criteria: Fb= E _ Fv = Loading Criteria: /L,2,I i I t [ ]UDL [ ]Point [ ]Overhang [ ]Partial Span (= 5�►e ITOP c ; CL f i y \ p i ttP BEAM �`` F•,� 2� �'� ,�� o ad i g J ft nom. i t' �!,,�►I �..]_....-...............-,.,....-.,-.._.—� . ,..._.-.�,..�,F.�r.-.rs..s..w ..ne;.n.......s.:{..-awl. �,� gt�,EEO ARS^I:...r ey �, o NO. HAVE MA f engineering data. . . . . . . . . . . . : . . . . . . . . Project:795 JOHNSON ST page Daniel J. Parker Location:2ND FLOOR BEAMH FB-01 Daniel J Parker,Architect �0 Uniformly Loaded Floor Beam i 158 Gale Ave or [2009 International Building Code(AISC 13th Ed ASD)] Haverhill, MA 01830 A992-50 W10x60 x 26.67 FT Section Adequate By: 11. % StruCalc Version 8.0.106.0 3/2/2012 11:19:08 AM Controlling Factor: Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.71 IN U451 Dead Load 0.49 in Total Load 1.20 IN U267 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS 6 )� Live Load 8221 Ib 8221 Ib Dead Load 5689 Ib 5689 Ib Total Load 13910 Ib 13910 Ib Bearing Length 1.18 in 1.18 in BEAM DA Center Span Length 26.67 ft 26.67 ft — Unbraced Length-Top 1.33 ft STEEL PROPERTIES W10x60-A992-50 FLOOR LOADING Properties: Side 1 Side 2 Yield Stress: Fy= 50 ksi Floor Live Load FLL= 50 psf 50 psf Modulus of Elasticity: E= 29000 ksi Floor Dead Load FDL= 20 psf 20 psf Depth: d= 10.2 in Floor Tributary Width FTW= 6.6 ft 5.8 ft Web Thickness: tw= 0.42 in Wall Load WALL= 120 plf Flange Width: bf= 10.1 in BEAM LOADING Flange Thickness: tf= 0.68 in Beam Total Live Load: wL= 617 plf Distance to Web Toe of Fillet: k= 1.18 in Beam Total Dead Load: wD= 367 plf Moment of Inertia About X-X Axis: Ix= 341 in4 Beam Self Weight: BSW= 60 plf Section Modulus About X-X Axis: Sx= 66.7 in3 Total Maximum Load: wT= 1043 plf Plastic Section Modulus About X-X Axis: ZX= 74.6 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.43 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 18.67 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 1.33 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 9.08 ft Elastic lateral-torsional buckling stress: Fcr= 0 ksi Nominal Flexural Strength w/safety factor: Mn= 186128 ft-Ib Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 18.67 Limiting height to thickness ratio for eqn. G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 85680 Ib Controlling Moment: 92743 ft-Ib 13.335 ft from left support Created by combining all dead and live loads. __..-. Controlling Shear: 13910 Ib At support. Created by combining all dead and live loads. meg. Aa� Comparisons with requirdRead d sections: Provided <b ,, F� �•�� Moment of Inertia(deflection): 307 in4 341 in4 Moment: 92743 ft-Ib 186128 ft-Ib �; _ T Shear: 13910 Ib 85680 Ib No Sr.L -LAV R Project:795 JOHNSON ST page Daniel J. Parker Location:2ND FLOOR BEAM//FB-01 Daniel J Parker,Architect Uniformly Loaded Floor Beam + 158 Gale Ave [2009 International Building Code(AISC 13th Ed ASD)] Haverhill,MA 01830 °f A992-50 W1 WO x 26.67 FT Section Adequate By: 11.1% Controlling Factor: Deflection StruCalc Version 8.0.106.0 3/2/2012 11:19:11 AM VMD DIAGRAM 20000 13910 lbs @ 0 ft 10000 Shear(Ibs) 0 -10000 -20000 •13910 lbs @ 27 ft 100000 92743 ft-lbs @ 13 ft 50000 Ac ment(ft-Ib) 0 -50000 -100000 -2 -1 )e lection(in) 0 1 2 1.201 in@13.3ft ..4".::r:{+' +'v" .. 26.67 ft — No. 59 HAVERFI MASS. Od 5 1 Daniel J.Parker,A.I.A. ARCHITECT 158 Gale Avenue t, Haverhill,MA 01830 Architecture ♦. Planning ♦ Project Development Voice/Fax:978-373-2446 Project < Page.No. of o Calc by: PP Date VOL-- � � y Scale• Column Location-two& �- -- Type:[ ]Wood [eteel [ )Concrete Design Criteria. 's, ' F E Q!� ? FV U Loading Criteria: [ ]UDL[ ]Point [ ]Overhang[ ]Partial - Ilk 00 go AA#o IN _ _.—— ��--__ •mss_.. _.. ,� - ---- Q engineering data . . . . . . . . . . . �,40 B r: o S Jfs Y M oa 4'.; b LpageProject:795 JOHNSON STDaniel J.Parker Location:COLUMN UNDER FB-01//C-01 Daniel J Parker,ArchitectColumn 158 Gale Ave (2009 International Building Code(AISC 13th Ed ASD)] Haverhill,MA 01830 HSS 4 x 4 x 1/4 x 8.16 FT/ASTM A500-GR.B-46 Section Adequate By:80.5% StruCalc Version 8.0.106.0 3/2/2012 11:29:39 AM LOADING DIAGRAM VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 8221 Ib Dead Load: Vert-DL-Rxn= 5790 Ib Total Load: Vert-TL-Rxn= 14011 Ib COLUMN DATA B Total Column Length: 8.16 ft Unbraced Length(X-Axis)Lx: 8.16 ft Unbraced Length(Y-Axis)Ly: 8.16 ft Column End Condtion-K(e): 1 Load Eccentricity(X-Axis)-ex: 0.5 in Load Eccentricity(Y-Axis)-ey: 0.5 in COLUMN PROPERTIES HSS 4 x 4 x 1/4-Square Steel Yield Strength: Fy= 46 ksi Modulus of Elasticity: E= 29 ksi 8.16 Column Section: dx= 4 in dy= 4 in Column Wall Thickness: t= 0.233 in Area: A= 3.37 in Moment of Inertia(deflection): Ix= 7.8 in4 ly= 7.8 in4 Section Modulus: Sx= 3.9 in3 Sy= 3.9 in3 Plastic Section Modulus: Zx= 4.69 in3 Zy= 2.92 in3 Rad.of Gyration: rx= 1.52 in ry= 1.52 in Column Compression Calculations: KL/r Ratio: KLx/rx= 64.42 KLy/ry= 64.42 Controlling Direction for Compr.Calcs: (Y-Y Axis) Flexural Buckling Stress: Fcr= 34.8 ksi Controlling Equation F7-1 A Nominal Compressive Strength: Pc= 70 kip Column Bending Calculations per AISC 13th Edition Steel Manual: AXIAL LOADING Controlling Load Case:Axial Total Load(D+L) Live Load: PL= 8221 Ib Eccentricity Moment: Mx-ex= 580 ft-Ib My-ey= 580 ft-Ib Dead Load: PD= 5689 Ib Lateral Moment+Eccentricity: Mrx= 580 ft-Ib Mry= 580 ft-Ib Column Self Weight: CSW= 101 Ib Flange Buckling Ratio: FBR= 14.17 Total Load: PT= 14011 Ib Allow. Flange Buckling Ratio: AFBR= 28.12 Allow. FBR for Non-Compact: NC= 35.15 Web Buckling Ratio: WBRX= 14.17 WBRY= 0 Allow.WBR for Eqn. F7-5: AWBR= 60.76 Nmnl. Flex.Str.w/Sfty Factor: Mcx= 10.8 ft-kip Mcy= 10.8 ft-kip Controlling Equation F7-1 F7-1 Combined Stress Calculations: H1-1b Controls:0.20 Controlling Combined Stress Factor:0.2 ,r a c LL. I' �, A S Project:7.95 JOHNSON ST page Daniel J. Parker Location:COLUMN UNDER FB-01//C-01 - r Daniel J Parker,Architect Column 158 Gale Ave of(J [2009 International Building Code(AISC 13th Ed ASD)] Haverhill,MA 01830 HSS 4 x 4 x 1/4 x 8.16 FT/ASTM A500-GR.B-46 Section Adequate By:80.5% truCalc Version 8.0.106.0 3/2/2012 11:29:41 AM VMD DIAGRAM ; i T- 7- 10 - I ' � R Project:795 JOHNSON ST page Daniel J. Parker Q Location: NEW FOOTINGSH F-01 Daniel J Parker,Architect Footing i 158 Gale Ave [2009 International Building Code(2005 NDS)] of Haverhill,MA 01830 Footing Size:3.0 FT x 3.0 FT x 12.00 IN Reinforcement:#4 Bars @ 9.00 IN.O.C.EM/(4)min. Section Footing Design Adequate StruCalc Version 8.0.106.0 3/2/2012 11:42:50 AM FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 2000 psf Concrete Compressive Strength: F'c= 3000 psi Reinforcing Steel Yield Strength: Fy= 60000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 3 ft Length: L= 3 ft Depth: Depth= 12 in Effective Depth to Top Layer of Steel: d= 8.25 in COLUMN AND BASEPLATE SIZE Column Type: Steelt4 j '9""Column Width: m= 4 inColumn Depth: n= 4 in r— A11V Baseplate Width: bsw= 10 in Baseplate Length: bsl= 10 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1557 psf Effective Allowable Soil Bearing Pressure: Qe= 1850 psf Required Footing Area: Areq= 7.57 sf -Area Provided:Provided: A= 9.00 sf 12 in E• Baseplate Bearing: Bearing Required: Bear= 20102 Ib Allowable Bearing: Bear-A= 331500 Ib 3 T in Beam Shear Calculations(One Way Shear): - Beam Shear: Vu1 = 3490 Ib 3ft Allowable Beam Shear: Vc1 = 24401 Ib Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 61 in FOOTING LOADING Punching Shear: Vu2= 16494 Ib Live Load: PL= 8221 Ib Allowable Punching Shear(ACI 11-35): vc2-a= 124039 Ib Dead Load: PD= 5790 Ib Allowable Punching Shear(ACI 11-36): vc2-b= 153184 Ib Total Load: PT= 14011 Ib Allowable Punching Shear(ACI 11'-37): vc2-c= 82692 Ib Ultimate Factored Load: Pu= 20102 Ib Controlling Allowable Punching Shear: vc2= 82692 Ib Weight to resist uplift w/1.5 F.S.: U.R.= 870 Ib Bending Calculations: Factored Moment: Mu= 58699 in-Ib Nominal Moment Strength: Mn= 338843 in-Ib Reinforcement Calculations: ��) Concrete Compressive Block Depth: a= 0.51 in - + Steel Required Based on Moment: As(1)= 0.13 int ~� Min.Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4):As(2)= 0.78 in2 Controlling Reinforcing Steel: As-reqd= 0.78 int -----• -=-- a Selected Reinforcement: #4's @ 9.0 in.o.c.e/w(4)Min. (! ' Reinforcement Area Provided: As= 0.79 in2 Development Length Calculations: Development Length Required: Ld= 15 in ` Development Length Supplied: Ld-sup= 11.5 in Note:Plain concrete adequate for bending, therefore adequate development length not required. DAP Vit, 595 % av LAJ Ht b �Y