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HomeMy WebLinkAboutBuilding Permit #160 - 80 HOLLY RIDGE ROAD 8/29/2007 .NORTH BUILDING PERMIT 0�tt`" a o� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: ) Date Received Avep Aus�� Date Issued: Vo- ' �SSCN IMPORTANT:Applicant must complete all items on this page _. ., LOCATION Print PROPERTY OWNER • � e Print MAP NO: � ,PARCEL, ZONING DISTRICT; Historic District yes " no Macfi rte Shop;Village' yes ,-,,-no 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 Assessory Bldg Others: Demolition Other Septic . Well Floodplain Wetlands Vllatershed Cstnct Water/Sewer . m4 m x . �� DESCRIPTION OF WORK TO BE PREFORMED: f � /�'d�s�_ /7 Identification Please Type or Print Clearly) OWNER: Name:/)-2., /�;% �����J' Phone: Address: /l ,- ' 'CONTRACTOR:! Narne: iC ,.� �' ,Ph o,ne:- `% G�,7 Address:, t Supervisor's Construction License:,-. 3r/ / Exp. Datd: Home ImprovementuLicense: // a"R-- 'Ex Date:. P ARCHITECT/ENGINEER j0c17CO Phone: 97!R'— Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ -17, SOD FEE: $ `' Check No.: 7 Receipt No.: l ` NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund iglnature of Agent/Owner;:: . u u..x Signatureof ontractor' A�e— ( ---- 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS DATE J CTED DATE APPROVED CONSERVATION 1 t COMMENTS 1 I DATE REJECTED DATE APPROVED at H EALik- 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 Dum"p'ster on,site yes" no Located at'124 Main Street -fire Department signature/date h • 6 P COMMENTSy 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 C,/ �f M G ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 F � C 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 t 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 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit I 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 II ❑ 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 i that thea appeal period is over. The applicant must then et this recorded at the Registry of Deeds. One co and roof of recording PP P PP � g g� rY PY P g must be submitted with the building application i, Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 E Location No. Date N°RTN TOWN OF NORTH ANDOVER - . i Certificate of Occupancy $ us E< Building/Frame Permit Fee $ _ s�cMr Foundation Permit Fee. $ Other Permit Fee $ TOTAL $ Check # 2054 ... x` Building Inspector NORTH Town of O No. IGO IL ---new i _ L u o dover, Mass., T O' LLAKE A_ COC HICHEWICK RATED �S U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT .1�'ze /' k.. " a/'// BUILDING INSPECTOR .... ........... ............ ......... ....... ......;............ Foundation o _ has permission to erect........................................ buildings on ... ... .. . .s ... . .................................. Rough ..X to be occupied as.......... ............r' '..... ....... 5.' /...�': :? ' ......., �... Chimney .... .7... .Q... i... f... provided that the person accepting this permit shallAn every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection Alterati /an;Construction of Buildings in the Town of North Andover. ?//1;f PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR. UNLESS CONSTRUCTION ARTS Rough F Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SIDE Smoke Det. AUG-29-2007 01:10P FROM:NORWOOD INS 9785210242 T0:19786889542 P.1 ACO-RD. CERTIFICATE OF LIABILITY INSURANCE 1 DA OB/29107 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Norwood Ins. Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 293 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Groveland, MA 01834 Phone: 978-372-5921 Sax:978-521-0242 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: The Trayslora Insurance-Co. INSURER B: National Grange Mutual R I K. Anderson INSURER C. Richard R Anderson PO Box 433 INSURER D: West Boxford MA 01885 INSURER E: COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER ATE AAMIDDIYY DATE MM/DD/YX " O LIMIT9 GENERAL LIABILITY EACH OCCURRENCE 12000000 B COMMERCIAL GENERAL LMILITY MPS88750 PREMISS soccuronee $500000 CLAIMS MADE Cj OCCUR MED EXP(Any one person) $10000 X Business Owners 05/04/07 05/04/08 PERSONAL&ADV INJURY S GENERAL AGGREGATE $4000000 GEN1 AGGREGATE LIMITAPPLIES PER. PRODUCTS-CAMP/OP AGG S POLICY JE LOC AUTOMOBILE LUIBIUTY COMBINED SINGLE LIMIT $ II ANY AUTO (Ea ecdtleM) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) S HIRED AUTOS BODILY INJURY NON-OW NED AUTOS (Per eccMeM) S PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS(UMBRELLALIABILITY EACH OCCURRENCE S OCCUR FICLAIMS MADE AGGREGATE! i s DEDUCTIBLE S RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER A 8MPLOYERB'LIABILITY 6XUB-7917Al2-9-07 07/31/07 07/31/08 E.L.EACHACCIOENT 1510000 TIVE OF�FICERWEMBEREXCL DEDD?E� E-L-DISEASE-FA EMPLOYE S 100000 1 PE describe ALPROVISIer E.L.DISEASE-POLICY LIMIT 5 500000 SPECIAL PROVISIONS below OT14M PROPERTY 50000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS JOB: Marron/80 Holly Ridge Road, North Andover CERTIFICATE HOLDER CANCELLATION TONOAM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MNL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Town of North Andover IMP08 ION OR UA9IUTY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Building Inspector RE ES n North Andover MA 019455 A NO RESENTATIVE c ACORD 25(2001/08) ©ACORD CORPORATION 1 t28" R 76'J 1 I Q 71T 177' �I , CL Zia- y'- y.k' - _ .. =n,;�'t=.it•.- r: ._iu:= v". ,y.,..;--"Y..- i•-"r'�-' �. C\J 1 co ' IACMWA Tb1D016WTE. WFB-02 O r co _. . .................................. gap . . ------------- LQL M9 0930-3 RMPA , M9RREGR of � tl1 t I i ate.. W '. I ' i• -.... . ........._......------ --- - C-'> P...- ,F zlt oc9rmr B30FWDk30 se t OB3 T2 dt' 39 36' 12'x( - 24e' 36' d z O 2G� tV 12 ' 252' I H7: :�- tam � aer' t` Q O cv All dimensions-size designations given are '�" This is an original design and must not be Designers: 5122/204 oeoales released or copied unless applicable fee has Printed_ 612$12007 subject to verification on job site and itch adjustment to fit jab conditions....._ been paid orjob order placed. Designed by: SUSAN DISE Email: MOYi�iIHAN LUMBER CO.,Forth sdiseuA,moynihanlumber.com Reading_MTEL-975-664-3310 4 sd matron kit a 5-22-07 .4i1 Drawing#: 1 g,.,,,..<` J/ze �anU»aareuealCl a�.j��uaella h�'• BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 036148 <` Birthdate-.'02/22/.1960 Expires: 02/22/2008 Tr.no: 18781 Y Restricted: 00' RICHARD K ANDERSON PO BOX 433 G' — W BOXFORD, MA 01885 Commissioner Gf�ie �arrvrnortur . o� -2dutifzuaela Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return Board of Building Regulations and Standards _ Registration: 116589 One Ashburton Place Rm 1301 Expiration: 6/28/2008 Boston,Ma.02108 i Type: DBA R K ANDERSON RICHARD ANDERSON 126 WASHINGTON ST Not valid without signature W. BOXFORD, MA 01885 Deputy Administrator R.K. ANDERSON COMPANY JOB CARPENTRY SHEET NO. OF P.O. Box 433 WEST BOXFORD, MA 01885 CALCULATED BY DATE (978) 352-7034 FAX (978) 352-7534 CHECKED BY DATE SCALE ...... Q ............ f A m rill ....... .... .... .. ...... .. .- ..... ...... i .: .. ..:.... i----�.. A... : ...... ...... :........ ......:..... .................... ... .. ..... ..... ........1... .... .. ...... ...... :... ....-... ....:........ ........ .......... .. 1i..... ... .. ..... .... .... .-.. ..... -.. ...... ....... ............. .. .:... .............. ... .... .. ..... .. ........... ... _.. _. .. .. ...... i ...... ........ ! p._ ...... ... . �1 �... .. r y� .�..._. .... v I C c V V u�� .. � . ........... : . C Cho: _. .... T177�7-- ..................................C4 ..... ........ .... _.. .. .... . __ ....... ... .. ...... . _. /-93 OC1114 If.T'IM.1 fC-: Chmk1 W.11-d- R.K. ANDERSON COMPANY JOB �aootis CARPENTRY SHEET NO. OF P.O. Box 433 WEST BOXFORD, MA 01885 CALCULATED BY DATE (978) 352-7034 FAX (978) 352-7534 CHECKED BY DATE SCALE ......... .. ...... ... ..... / . (_ opnnuIT 1.1 iCinnb Fh.—9n5d IGaAA.AI Independent Contractor: The parties intend Contractor to be an independent contractor in the performance of these services, Client shall not have the right to control or determine such method or means. Other Clients: Contractor retains the right to perform services for other clients. Assistants: Contractor may employ such assistants, as contractors deems appropriate to carry out this agreement. Contractor will be responsible for paying such assistant, on the hourly rate quoted to homeowner. Homeowner owner will pay Contractor leaving it the Contractors responsibity for paying assistants. Equipment and Supplies: Contractor, will provide all equipment, tools and supplies necessary to perform the above services, and will be responsible for the cleaning of all debris after completion of job. "The Contactor and the homeowner herby mutually agree in advance on the agreement of work to be performed as written above" The homeowner has a three day cancellation right under MGL c 93 s 48; MGL c 140D s 10 or MGL c 255D s 14 as may be applicable. Massachusetts Regulations(CMR)in the Massachusetts State Building Code as 780 CMR R6. Homeowner: Date (/ Contractor: Date R.K. Anderson Co. 126 Washington Street P.O. Box 433 West Boxford, MA 01885 President: Richard K. Anderson Massachusetts Construction Supervisor License# 036148 Home Improvement Contractors License# 116589 Contract agreement This Agreement was made on( 'S-�rv7 ) between R.K. Anderson Co. and R.K. Anderson Co. agrees tp perform thg following services: f� i x oortc . SII � 1yac�d� /5�c�✓�-,� /)�:'�/e�� �oa� ��o�c.Sc /7=/3 � 1���- �C� /�i�.(� � ��2/ R.K. Anderson Co. agrees to complete these services on the date agreed upon between both parties. Payments: In consideration of Contractors services, clients agree to pay contractor as follows, an amount for total job will be determined or agreed upon between homeowner and contractor. The agreed upon amount will only change if Contractor come across any unforeseen obstacles in which this will immediately be brought to the homeowners attention: First Payment: (deposit): /S GAG 22 Second Payment: Final Payment: Do upon completion of job 20, Oe/-o W I kw kou 51 Permits: Contractor will obtain any pernid requirred Invoices: Contractor will submit invoices for all services performed. Contractor will present invoices, receipts for all materials used. i DENCO ENGINEERING STRUCTURAL ENGINEERS 148 PARK STREET NORTH READING , MA 01864 V:978.664.6733 F: 978.664.9233 Structural Calculations as per Commonwealth of Massachusetts State Building Code 780 CMR—6t' Edition For Engineered Wood Beam and Posts R.K. Anderson Company Single-Family Residential Addition North Andover, MA August 28, 2007 Prepared By: Daniel W. Smith, E.I.T. Reviewed By: KENNETH DENNISON No. 8669 U� G/ E ST bMdAL Kenneth Dennison, P.E. DENCO ENGINEERING Title: R.K.Anderson Company Job#07-010 Structural Engineers Dsgnr: DWS Date: 10:18AM, 28 AUG 07 Description:SFR Addition 148 Park Street Scope: Design New Engineered Wood Beam and Posts North Reading,MA 01864 Rev: 580004 Page 1 User:KW-0605924,Ver 58.0,15-Jun-2007 General Timber'Beam g (c)1983-2007 ENERCALC Engineering Software rk anderson.ecw.Calculations Description New LVL 2nd Floor Beam Over Opening to Addition General Information Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Section Name Microl-am:5.25x18 Center Span 21.00 ft . .. ..Lu 1.33 ft Beam Width 5.250 in Left Cantilever ft . .. . .Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft . .. . .Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist-MacMillan,MicroLam 2.0E E Bm Wt.Added to Loads Fb Base Allow 2,925.0 psi Load Dur.Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin-Pin Fc Allow 750.0 psi Wood Density 35.000pd E 2,000.0 ksi Full Length Uniform Loads Center DL 295.00#/ft LL 330.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left 10.00 #/ft LL @ Left 10.00 #/ft Start Loc 0.000 It DL @ Right 140.00 #/ft LL @ Right 70.00 #/ft End Loc 0.000 ft #2 DL @ Left Wit LL @ Left 30.00 #/ft Start Loc 0.000 ft DL @ Right #/ft LL @ Right 420.00 #/ft End Loc 0.000 ft SummagL__jj Beam Design OK Span=21.00ft,Beam Width=5.250in x Depth=18.in,Ends are Pin-Pin Max Stress Ratio 0.792 : 1 Maximum Moment 54.6 k-ft Maximum Shear" 1.5 14.4 k Allowable 68.9 k-ft Allowable 26.9 k Max.Positive Moment 54.59 k-ft at 11.004 ft Shear: @ Left 9.36 k Max.Negative Moment -0.00 k-ft at 21.000 ft @ Right 11.39 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.505 in Max.M allow 68.92Reactions... @ Right 0.000 in fb 2,310.74 psi fv 152.25 psi Left DL 3.90 k Max 9.36 k Fb 2,917.09 psi Fv 285.00 psi Right DL 4.35 k Max 11.39 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.337 in -0.847 in Deflection 0.000 in 0.000 in ...Location 10.584 ft 10.584 ft ...Length/Deft 0.0 0.0 ...Length/Deft 747.8 297.42 Right Cantilever... Camber(using 1.5"D.L.Deft)... Deflection 0.000 in 0.000 in @ Center 0.505 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in DENCO ENGINEERING Title: R.K.Anderson Company Job#07-010 Structural Engineers Dsgnr: DWS Date: 10:18AM, 28 AUG 07 Description:SFR Addition 148 Park Street Scope: Design New Engineered Wood Beam and Posts North Reading,MA 01864 Rev: 580004 Page 2 User:KW-0605924,Ver 5.8.0,15-Jun-2007 General Timber Beam (c)1983-2007 ENERCALC Engineering Software rk anderson.ecw Calculations Description New LVL 2nd Floor Beam Over Opening to Addition Stress Caics Bending Analysis Ck 21.207 Le 2.739 ft Sxx 283.500 in3 Area 94.500 in2 Cf 1.000 Rb 4.634 Cl 0.997 Max Moment Sxx Ree'ti Allowable lb @ Center 54.59 k-ft 224.57 in3 2,917.09 psi @ Left Support 0.00 k-ft 0.00 in3 2,925.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,925.00 psi Shear Analysis @Left Support @Ri ht Support Design Shear 12.50 k 14.39 k Area Required 43.862 in2 50.484 in2 Fv:Allowable 285.00 psi 285.00 psi Bearing @ Supports Max.Left Reaction 9.36 k Bearing Length Req'd 2.377 in Max.Right Reaction 11.39 k Bearing Length Req'd 2.892 in Query Values M,V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 It 0.00k-ft 9.36 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch& Diagram 54.59 49.13 ti 625 - 43.67 $ i 62 #18 38.21 g 32.75 2 ft 210A19 ._.27.30 30q(ft + = 420AIH 21.84 � 16.38 E 10.92 ' X 5.46 CAR.6 x.02 .13 624 .35 16.86 1 .57 lib 16.78 I .89 2'1.0 130114ii Mo111ellts Location fnl max=54.6k-ft9.36 Dmax=-0.84Tn 7-49 5.62 3.74 Rmax=9.4k Rmax=11.4k 1.87 Vrn x@left=9.4k Vmax @ rt 11.4k, 0.0 -2.26 -4.51 -6.77 9.03 Be.11ll -11. le t 28 .02 .13 .2d .35 1 .d6 1 .5T 1i.67 1 .78 16.8g 21.0 � -ll Location fft1 CA -0.09 -0.19 -0.38 .0.47 -0.56 m -0.66 m -0.75 -0.85 [leflec 11111 .02 4.13 6.24 6.35 4.46 1 .57 14.87 15.78 18.89 All Location rftl DENCO ENGINEERING Title: R.K.Anderson Company Job#07-010 Structural Engineers Dsgnr: DWS Date: 10:18AM, 28 AUG 07 Description:SFR Addition 148 Park Street Scope: Design New Engineered Wood Beam and Posts North Reading,MA 01864 Rev: 580006 User:KW-0605924,Ver 5.8.0,15-Jun-2007Timber Column Design Page 1 (c)1983-2007 ENERCALC Engineering Software rk anderson.ecw Calculations Description New Support Posts for New 18" LVL General Information ide Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Wood Section Prllm:3.5x5.25 Total Column Height 8.00 ft Rectangular Column Load Duration Factor 1.00 Column Depth (along y-y axis) 5.25 in Fc 1,600.00 psi Width (along x-x axis) 3.50 in Fb 2,900.00 psi Manuf E-Elastic Modulus 2,000 ksi Truss Joist-MacMillan,Parallam 2 Unbraced length for"y-y"axis sideways deflection 8.00 ft Unbraced length for"x-x"axis sideways deflection 8.00 ft Lu XX for Bending 8.00 ft Loads Dead Load Live Load Short Term Load Axial Load 4,350.00 lbs 7,035.00 lbs 0.00 lbs Eccentricity 0.000 in Summary Column OK Using : Prllm: 3.5x5.25, Width= 3.50in, Depth= 5.25in, Total Column Ht= 8.00ft DL+LL DL+LL+ST DL+ST fc:Compression 619.59 psi 619.59 psi 236.73 psi Fc:Allowable 964.72 psi 964.72 psi 964.72 psi fbx :Flexural 0.00 psi 0.00 psi 0.00 psi F'bx:Allowable 2,868.87 psi 2,868.87 psi 2,868.87 psi Interaction Value 0.6423 0.6423 0.2454 Stress Details Fc:X-X 964.72 psi For Bending Stress Calcs... Fc:Y-Y 1,415.35 psi Max k*Lu/d 50.00 F'c:Allowable 964.72 psi Le:Bending 14.72 ft F'c:Allow*Load Dur Factor 964.72 psi (Lu-xx*NDS Table 3.3.3 factor) F'bx 2,868.87 psi Rb:(Le d/b12)11.5 8.701 F'bx*Load Duration Factor 2,868.87 psi Min.Allow k*Lu/d 11.00 Cf:Bending 1.000 For Axial Stress Calcs... Cf:Axial 1.000 Axial X-X k Lu/d 27.43 Axial Y-Y k Lu/d 18.29 R.K. ANDERSON COMPANY JOB CARPENTRY SHEET NO. OF P.O. Box 433 WEST BOXFORD, MA 01885 CALCULATED BY DATE (99778) 352(--7034 FAX (978) 352-7534 CHECKED BY DATE 7 VV N l 1 Z L I ` ®3 q SCALE __ ............. .... ._. ... .. q ._.. .... .. ......... ...a. _ .__. .. ..... .. ... ............4 ................ __. .__ _ .. .. -. s ! t f . ........ l ' 1 ;l .... a f � i 1i ► i ... ..... v . _...... ...... U..._ ..... _` � r\ nS .� .._. .... R.K. ANDERSON COMPANY JOB CARPENTRY SHEET NO. OF P.O. Box 433 WEST BOXFORD, MA 01885 CALCULATED BY DATE (978) 352-7034 FAX (978) 352-7534 CHECKED BY DATE SCALE ��- r k .... ..... J J .......... 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