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HomeMy WebLinkAboutBuilding Permit #Exception - 245 BOXFORD STREET 5/1/2018 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION_ j bX ►'� Sf _ Print, PROPERTY OWNER_ rni ey /26<.,Z�5 - _ - - -- Print 100 Year Old Structure yes no MAP NO: - -PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes o TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building N One family ❑Addition ❑Two or more family ❑ Industrial VAlteration No. of units: ❑ Commercial Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well E.I Floodplain ❑Wetlands ❑ Watershed District 0 Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: WI u IAC- -PSC t S&, ( � te, IS d W w 0 X 1q 3 S' X �/' yL�w ✓Coal 44 Identification Please Type or Print Clearly) OWNER: Name: 6Ct.,�'J S Phone: (c/.2 - E/: V9,< Address: 0415 Sox ✓-o( Ste—aty� CONTRACTOR NameT Ll,,L,,,d C ig5�.- .c,6iah Z2c Phone: P, 815 6 YSo1 Address:� Q 61g/-5 Supervisor's Construction License: Exp. Date: Home Improvement License: 1 '703(-G Exp. Date: /U 13 _aaiS_ 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: $ /5(),00 FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/ wner 4 'V F y Sigliature.of contract l i Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan Stamped PI n ❑ Plans Submitted-0 Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ :TYPE_OR-SEWERAGEDISMSAL 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 _CONSERVATION Reviewed on 1. Signature COMMENTS HEALTH Reviewed on L Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Semler Connection/Signature& Date Driveway Permit DPW'I owo Engineer: Signature: Located 384 Osgood Street ='FIRE DEPARTM:ANT --Tem Dunipster on site yes no .Located at 124 Mair Street Fire De part me rif'signatia"re/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 EI Notified for pickup - Date Doc.Building Permit Revised 2010 Building Department The fohpwing is-fa 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 o 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/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 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 cans if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apn•,al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must bP subm:tted with the building application Doc: Doc.Building Permit Revised 2012 . 4a s", o f- kcr r• T �. Z-07- 66 • ie3,n2 �—�� 89, Seo s I o �. T S U 11,4 ' � EXIST. l3 VENT Q) n-aoX R 2p 3,L 3 _4 oho k oT S 1/2 2 0 n I ELEVATIONS TAKEN AT TOP OF PIPE THIS IS TO CONFIRM THAT I HAVE INSPECTED THE CONSTRUCTION OF THE DWELLING ELEV,: l3S,R8 SAID DISPOSAL SYSTEM LOCATED ON TANKI .N• 13s.50 - QV (Of?� �o.n LOT 9,qX n ,N, nl ANDpvEPl,MA . TANK OUT: 135. 7 THE G Q,E5; ARE AS SPECIFIED IN THE /34.hl PI .I—, a.,�'EZ D—BOX IN: PLA�ia,'�1N.D IFICATION DATED Q D—BOX OUT: 134,4z, B ,M,)kkCHION-D'A�SW BASSO INC fxisr END OF DISTRIBUTION Ar;;; � LINE A: /3gfdj B: 134.15 PROPOSED BUILDING ADDITION PLAN LOCATED IN: DEED BK. 4 7,-) ? PG.�._ OWNER: PLAN NO. // Y 76 SCALE: ✓s sc/o ra> BK. PG. DATE: ZONING DISTRICT: .P�s�r� ��� / ASSESSORS REF: /O 4 -025 INV. N0. eol5tol a 17.8- 73 wN �2d,c'vsEO Lr/aa'® i ' 7 s aPc i �- Z d 7" 94 � 1 � 08 11496' ° T- i �. I xI \� D vE"2A L.L.... /Oz-,q A./ ap �ru Z3� ob , on \3 /78. -7,31 N 6-1-t f7/n,/6 U IV) �,D�' 44, qR is S )8aotic b� 3S'7,/o .)8 h� a To: rye T' I hereby certify that I have examined the premises and that the existing structures are located on the ground as shown. l also certify that this proPerty /s located In the flood hazard area. This plan is not to be modified for any other use without consent or knowledge by Northstar Land Survey Services. i may A ® It OF R ®O J- I �I RTHSTA!� JEFFREY L ANb SURVEY SERVICES � HOFMANN M P.O. BOX .313 A 381 AMESBIlRY, DNA 0 19 13 eas TEL :(.978) 388--9900 FAX :(.978) 388-9902 EMA& :NORTHSTARLANDSURVEY4PVERIZON.NET PROPOSED 015'k_ ADDITION PLA N LOCATED IN: DEED BK % '9 PG. //c _ OWNER: '60c6-4"s PLAN NO. //,?76 SCALE: .� .> .� � BK. PG. DATE: �U�IiS T 2�; � ZONING DISTRICT: ,ecs,o rA,_-c" / ASSESSORS REF: 106,,E - oey INV. NO. x'0 6 f 9 °"""C,G..tJS�_";:...-.�/s 7'�},c�G�' �'/?•).'G3.3'�`',� �OCa;�'i':✓/,/ a -. j�A 7(�/✓fv�ASE� A.�S U�9�"D /OQ,d Q i p2v dost D G/oa© / 1 /c//o �"-3 sC. 17S. 73 Zo7- 17A ; >\41 / Sdgd� 2' v✓ A Pim 3' 3g7,1401 .; Az ��E �� E•vvr�v�e/vi C v9,4L C ONf'✓L7/ =/ /u� 44 L e00 frbtp , lod 061 IV #24'r - \ -7,/0 n0 ?f/E Tol,�.<✓ O� ,L,�o.G-',��' .<l.c.uo:;�uE'.�� �3v/�D/cJ�a I.JE/�/1,c:�°^.��+�'Ati To: 4AX0 � -<� /�.+r "r�, n : Ss/c�1 I hereby certify that 1 have examined the premises and that the existing structures are located on the ground as shown. 1 also certify that this property Is (,v•f7) located In the flood hazard area. This plan Is not to be modified for any other use without consent or knowledge by Northstar Land Survey Services. .. N®RTHSTAf? JEFFPXY LAND SURVEY SERVICES � s. HOFM N P.O. Sox 313 � #36381 AmrsauRY, MA 0191.3 � � ` r� TEL :(978) 388-9900 FAx :(978) 388-3902 EM.AIL :IVORTHSTARL..ANDSURVEY®VERIZON.NET Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 11%305.00 m $ - $ 1,431.66 Plumbing Fee $ 178.96 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 178.96 Total fees collected $ 1,889.58 245 Boxford Street 050-15 on 7/15/2014 Remodel 2 Bathrooms, 20x20'6 family room addition Pa88 Project:Rogers Residence Steve Frederickson,P.E. Location:Ridge Beam Option 1 StruCalc Version 8.0.112.0 8/6/2013 8:45:42 PM / Roof Beam [2009 International Building Code(2001 NDS)] (3)1.75 INx14.0INx20.OFT 1.75in 2.0E G-P Lam-Georgia Pacific Section Adequate By:32.3% 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 0.47 IN U508 Dead Load 0.28 in Total Load 0.76 IN U318 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:0240 REACTIONS A _ Live Load 3150 Ib 3150 Ib Dead Load 1891 Ib 1891 Ib Total Load 5041 Ib 5041 Ib Bearing Length 1.14 in 1.14 in BEAM DATA Span Length 20 ft - - Unbraced Length-Top 0 ft 20 rt Unbraced Length-Bottom 0 ft A; Roof Pitch 6 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES ROOF LOADING 1.75in 2.0E G-P Lam-Georgia Pacific Side One: Base Values Adjusted Roof Live Load: LL= 31.5 psf Bending Stress: Fb= 2900 psi Fb'= 3278 psi Roof Dead Load: DL= 15 psf Cd=1.15 CF=O.98 Tributary Width: TW= 5 ft Shear Stress: Fv= 285 psi FV= 328 psi Side Two:Roof Live Load: LL= 31.5 psf Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Roof Dead Load: DL= 15 psfTributary Width: TW= 5 ft Comp.l to Grain: Fc-1= 845 psi Fc- L'= 845 psi Wall Load: WALL= 0 plf Controlling Moment: 25207 ft-Ib SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 10.0 ft from left support Adjusted Beam Length: Ladj= 20 ft If 21 BSW ht: = Created by combining all dead and live loads. Beam Self Weight: P Controlling Shear: -4537 Ib Beam Uniform Live Load: wL= 315 plf At a distance d from support. Beam Uniform Dead Load: wD_adj= 189 plf Created by combining all dead and live loads. Total Uniform Load: WT= 504 pif Comparisons with required sections: Reo'd Provided --- Section Modulus: 92.27 in3 171.5 in3 Area(Shear): 20.77 in2 73.5 int Moment of Inertia(deflection): 907.31 in4 1200.5 in4 ST R. iry, Moment: 25207 ft-Ib 46853 ft4b FRE Ot RICKSON r* Shear: -4537 Ib 16060 Ib 32357 - b -�-S •�'�'x°9 she 71 ,zatt°Sn'I .. S ,►rh•�hh Zo-C s°7 kA "O'S S�,y.Syl �ivti� 5±7t -70V ,nom f _� -vyot�,es� M�j�a$ i �S �' ' I I .___ _� � A :, +I I .� I +� »ted: -_ —�,�'.+ ��`, ` I �' Project:Rogers Residence age Steve Frederickson,P.E. / Location`Cased Opening Header 112 8 i V StruCalc Version .0. .0 8/6/2013 8:50:16 PM Multi-Loaded Multi-Span Beam � [2009 International Building Code(2001 NDS)] (2)1.75 INx11.875INx14.OFT 1.75in 2.0E G-P Lam-Georgia Pacific Section Adequate By:12.1% Controlling Factor:Moment CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.32 IN U527 Dead Load 0.20 in Total Load 0.52 IN U326 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A_ B Live Load 1575 Ib 1575 Ib Dead Load 1005 Ib 1005 Ib Total Load 2580 Ib 2580 Ib Bearing Length 0.87 in 0.87 in BEAM DATA Center Span Length 14 ft Unbraced Length-Top 0 ft t4ft Unbraced Length-Bottom 14 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center 1.75in 2.0E G-P Lam-Georgia Pacific Uniform Live Load 0 plf Base Values AdUniform Dead load 0 plf _Lusted Beam Self Weight 12 ptf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 12 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 285 psi FV= 285 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 3150 Ib Comp.-L to Grain: Fc-l= 845 psi Fc-1'= 845 psi Dead Load 1840 Ib Location 7 ft Controlling Moment: 17762 ft-Ib 7.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 25681b At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 ST ER t!ktSON �a Comparisons with required sections: Read Provided Section Modulus: 73.41 in3 82.26 in3 Area(Shear): 13.52 in2 41.56 in2 Moment of Inertia(deflection): 359.54 in4 488.41 in4 Moment: 17762 ft-lb 19902 ft-Ib Shear: 2568 lb 7897 lb ®Boise Cascade Single 11-7/8" AJSO 20 Designs\J01 Dry 11 span I No cantilevers 10/12 slope Tuesday, May 21, 2013 BC CALCO Design Report-US 16 OCS Non-Repetitive Glued& nailed construction Build 2258 File Name: ward rogers Job Name: Ward/Rogers Description: Designs\J01 Address: 245 Boxford Street Specifier: City, State,Zip: North Andover, MA Designer: Customer: Company: Code reports: ESR-1144 Misc: TSV � Y i � i i i 1 � � � � � � � � ♦ � ���.� � ��-7 1 Y��Y � � 20-06-00 BO B1 Total Horizontal Product Length=20-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 2-1/2" 547/0 137/0 B1, 2-1/2" 547/0 137/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 20-06-00 40 10 16 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 3,403 ft-lbs 77.3% 100% 1 10-03-00 Completeness and accuracy of input must End Reaction 683 lbs 63% 100% 1 00-00-00 be verified by anyone who would rely on End Shear 669 lbs 44.9% 100% 1 00-02-08 output as evidence of suitability for Total Load Defl. U424(0.572") 56.6% n/a 1 10-03-00 particular application.Output here based Live Load Defl. U530(0.457") 90.5% n/a 2 10-03-00 on building code-accepted design properties and analysis methods. Max Defl. 0.572" 57.2% n/a 1 10-03-00 Installation of BOISE engineered wood Span/Depth 20.4 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 2-1/2"x 2-1/2" 683 lbs n/a 63% Unspecified (800)232-0788 before installation. B1 Wall/Plate 2-1/2"x 2-1/2" 683 lbs n/a 63% Unspecified BC CALC8,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCIO, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUSO,VERSA-RIME, Design meets arbitrary 1" Maximum total load deflection criteria. VERSA STRANDse VERSA-STUDd are g ry( ) trademarks of Boise Cascade Wood Calculations assume member is fully laterally braced. Products L.L.C. Composite EI value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Page 1 of 1