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Home My WebLink AboutBuilding Permit #358-2017 - 101 SUTTON HILL ROAD 10/12/2016 ✓ �/��l�i�`f /�-( �a V� BUILDING PERMIT �auo`No oT a quo 3r h 0 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION n e Permit No#: ./ l� Date Received /0 t/ ?W& Areo SSACHUS� Date Issued: lb�4p—o RTANT: Applicant must complete all items on this page LOCATION tJ I c1 U'1 t Rod Print PROPERTY OWNER TkZ Lt,C Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes o 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 ❑ Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: /7r{>t�GC �1✓L`S�,v r✓r gtse �.s �a Identification- PleasJ Type or Print Clearly OWNER: Name: Tk L GLL Phone: C178�FISZ-�U�Z Address: eldl , AOLU 1 � Contractor Name: . &4 Phone: q 7 ' ' 957 7 � Email: .2-e�2 Address: t✓t � a t Supervisor's Construction License:- /I n��,11 f Exp. Date: y` Home Improvement License: Exp. Date. 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: $ 24 S 4S0 .QD FEE: $ ?-943-00 C eck No.. ZZ,00 Receipt No.: OTE: Persons contracting with unregistered contractors do not have access to the guaranty d Signatureof Agent/Owner f a Signature of contractor �� 1 Plans Submitted Plans Waived ❑ Certified Plot Plan6q Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer �r 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 s Lso IAV tvcasD p6A F6wjo. Tr ij PRA I 1 M-Zo 17 PLANNING & DEVELOPMENT Reviewed On)Q1) Signature_ COMMENTS It Y)IfiWC tObAWNU- )- 711 CII 1 CONSERVATION Reviewed on 01. 1 (!, Signature GES ,AMENTS HEALTH- — Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: - Zoning Decision/receipt submitted yes 1.V -Planning Board Decision: Comments p f Cr Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: _ Located 384 Osgood Street FIRE DEPARTMENT Temp pumpster on site yes, T no Located at' 124 Main Street Fite Department signature/date . . COMMENTS_ t Dimension Number of Stories: 2 Total square feet of floor area, based on Exterior dimensions.392 y Total land area, sq. ft.: Z15 I(00 S� 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) Z-V rd o 1w) x I $2Qu3.q, i i I I ❑ Notified for pickup Call Email Date Time Contact Name Doe.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 o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses , o Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable). = o 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) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract Li Mass check Energy Compliance Report o 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 building application Doc:Building Permit Revised 2014 1 Location Date 4/7 Ilk. • ' TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $2 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 2�L b 0 4, 'i 91 `1 L� Building Inspector NORTH Town of 2 sAndover p to A- 4ver,M Im Mass � o CO[MIC..l... 1 � • �•9 A�RAreo ►Pa,��(5 S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System . `. BUILDING INSPECTOR THIS CERTIFIES THAT ....................�...... ...... ..... .... ............. ....................... ...................... has permission to erect .......................... buildings on ... Foundation .4.�.... .... a..-- 4 ... �..... to be occupied as ...SIFA....I�.�. .. k&... .. .. . .. 44M. .5��...0�..... ... Chimney Rough provided that the person accepting this permit shall in eve respect conform to the terms of thea licatidn � pp Final on file in this office, and to the provisions of the Codes and By-Lawselating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. mo ei MV PLUMBING INSPECTOR :5 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU TION ST TS Rough Service ... ...�. .. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinj 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. Plans Submitted Plans Waived ❑ Certified Plot Plan Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swing Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ElPrivate(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM s 1,56 IAV kc 49D P&I F6b4A) ' `lbW WA IT 109-7-0.17 PLANNING & DEVELOPMENT Reviewed On)* J�,J Signature_ COMMENTSLwun c, ukA CONSERVATION Reviewed on t I f (� Signature COMMENTS. L-o 0 HEALTH' — Reviewed on Si nature COMMENTS Zoning Board of Appeals: Variance Petition P tion No: Zonin Decision/receipt g submitted yes �e :Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: .,.K _ FIRE�DEPARTMENT� wrnps _ 384_ _ Tem _ a_ Locatetlaf 1.:24 per° ori�sl -- Located Osgood Street D , ;ter to yes.�, o °Main S,f�eet - - --- F�i,ce'Departrnont snature/date _�.. e a. _. T COMMENTS 5 � - 2e1 I 7�vllj, 2� Z9- - 46 � - - - - - Aw 2��Z r /' i Dimension Number of Stories: 2 Total square feet of floor area, based on Exterior dimensions.312y Total land area, sq. ft.:_ 2131(o(D SF 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) 42g14 1 a - k C,ax ❑ Notified for pickup Call Email Date Time Contact Name Doe.Building Permit Revised 2014 I CERTIFY THAT THE FOUNDATION SHOWN ZONING INFORMATION: WAS LOCATED BY AN INSTRUMENT SURVEY ZONING DISTRICT.• R3 ON 9/1/16 AND THE LOCATION COMPLIES WITH THE ZONING SETBACK REQUIREMENTS. DEED REFERENCE.' BOOK: 14723 PAGE: 148 ASMOf OWNER INFORMATION: J PETER LOUGHMAN & BRIANNE COBB pjam LOT 2 101 SUTTON HILL ROAD N NORTH ANDOVER, MA 01845 to r � 0 rn ay GJ r'°'ma #9 HEATH CIRCLE N/F CURTIS& JENNIFER COGUANO TAX MAP 60A LOT 18 103.11' N13'02'30"E LOT 3 25,160 SPA C.B.A. = 100% "PART OF THE CAPSTONE SUBDIVISION" r O� 79.4' � 3 n � n Z SO,p• 0 327• N 16,0• 41.1' <Yy\ I o Ek1S711VG CONCRC7p FO o 40.8' yF0\ X101 UNOATION rc 2.0. '40 \ N �j 11 24.0•cf- O 0 N 42'pl �t`�. IO# yh• J \ LOT 4 FOUNDA77ON AS-BUILT 101 SUTTON HILL ROAD NORTH ANDOVER, MA PREPARED BY: R o A D SULLIVAN ENGINEERING GROUP, LLC P.O. BOXT 2004 p N VjILLWOBURN, MA 01888 s V'( (781) 854-8644 DATE: 9/1/16 SCALE: 1"=20' NORTH Town of _ arAndover No. LAK h ver, Mass CONIC IWKM 7' ' ' V �1,95°R�TED ►'Pa�.�y L! BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR .................. .... "iew.... .... .. .... . ..... ..... .. .... ...... ... . .. ....... ' ` � Foundation has permission to erect ....... ............. ildings on ....� .�..... .... ....... .. ��............. Rough AL Abdo 'M tobe occupied as ................ .. .. ... ... .. . .... ...................................�3 Chimney provided that the person accepting this permit shall in every respect confor o 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 CONST TION Rough Service ... .... Final BUILDING IN TOR 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. I/ plans Submitted,® Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Er Tanning/MassageBody Art ❑ Swimming Pooh ❑ 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 a DEVELOPMENT Reviewed On �;�JI� Signature_ COMMENTS fEP, 1 Elm �L Zt+J( 6 F- 5 giodi v ,J()i i Ce t)( D Lcie tgti. � AN 2-1 Ut—boap rnii tLektiSidi" kAz,-kn &�M Ti►M HSC u i - CONSERVATION Reviewed on P Signature COMMENTSO HEALTH Reviewed on j Si na ure �ct. COMMENTS__U� Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes f I'm i-4 Lio 4 . -De ds)"Pk i�S sl Planning Board Decision:_ , Comments (yJjq-,62 ?-IX6116� s�z - Conservation Decision: N Comments --YWater& Sewer Connectionisignature&Date `� ��,h � Driveway Permit DPW Town Engineer: Signaturer Located 384 Osgood Street FIRE DEPARTMENT Temp:Dumpste�on site> :ye Located at 124.Main Sttr, s Fire,Department sreeignature/dale ��_' COMMENTS y 102 SUTTON HU-1— ROAD ft El19 IEI Ell El N en O Q r-POW " £LVVAT Sos.� 101 SUTTON FIILL ROAD k NoR-TiA Amt)ovek. M.A ^T K-i. LLC.. XUL.Y 15, Zo t to G c�vu.�na�a �v�aa JI- --� Ula - __ IF HI 1E] LB a a�� 4 1XV141S�d QlV CT7 ^9 o h o�ti o-g o.h �"o"�1— m.�r o_t�iW�_9—r• a'q � o'� � o,� , Y F7= Q•1+1 ; � :,aso•to .�,�� ti • � , �cvodet balsy rt 0 f 0 u ,glGl a ht , C .�P-l; ii•, I i S •as1'�motr� n ° u, • o-�t. £`R�faraa Flo tS1P Alis o-y� 0._8 o-h °-E �•tt -Oi o. o_f7Z Q` "'� e-6 o•b °-� °-11 0-9 b-R °•L o-b °2 o-b M .t. SR�7t Stoop Mo 8tb oT � t;?bQd R Q 0 N SR='f/tof aw x S9*7r/tt,: X 9Mt�ttCi �a,ta� 1Ro�vvantr� � 3°stt�lY9�fYa-Z S ig i a• •mad L x r 0 Y r Lr i � a•c S h O o d Eit-d ,c ri N N Q a �f r d.s¢,s,noT T 6-qi d Qfrs� Se"Ni'lh I ev VQ,:C �Qx}yyL f atLYdN23a (�2h7®niv d C�.. o-b O-�ia1 y 101 SUTTON HILL ROAD 1 i 24-6 -0 8^0 2-p 1 tx ev i INC. f S 4 t o d� �g A► cc►arr S < 1000 FIZZ 3ro� J I J ►ec►er — 4-fu 4,9 6-4 b- � t V (fit Uwe ®r bSLAIu IIIIII 1 i tz� �h"t►e8ait few npfc I" II I P 0 sEcr,Qtz Li IL a..� 3W tell L srlups[tvrl ` t 6 �• 1`1-0 �2-o tb-o 101 SUTTO)'4 RILL R.6h35 MoR1N Au.IovEA, m r-ouN'mAT%ar1 ?LAM SCALE: Its' IL JULY Z.B. 201(o ,P. L LO L .,� 3Yyrfb3 WO-13 QNOf 13$ fR � i 5 � , o-b 1 I O1� til -S c. or.titiq c I I 3Vr�t?i� o(n s.s-di-I nwh tijs;�s -- .. QN ltl+AA(t) — uvv9•atb7 0 . m d b M't d • zt a,u)re01.11�3s , JRih tMlat Y ell stuns•,nog yi aY�a,'torn tits 9xZ aKtuv.s>,s Fy t Ana s ._,_....—._._ ►woe 'KO„9i 1 (<arCL1 M��7i S3�aQ'•b�1ZR1C1� - +' u6+ Salt 1113.1millAe�- a' t11uC 9N CU07 ' — — — `Btls : r3oa,s's1901ty ascsaacva•t+mv tt�y N.tru.l�_ Zt lNtyaNa x0�,�l. 10t)-7, 3ati t 1tt1 Sd�aSZ!513 f4.lad CWt �KaJ a3' f �J 'ixctks'.4t S P- :S91at`S T�i lill—fli i r Ir TKZ 10-6-16 MeyBeam 101 Sutton Hill rd,N.Andover. ' 9:40am loft CS Beam 4.11.26.1 1miBeamFagine 4.11.26.1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor TZK bEAM#4 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code.- IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 19.7 PLF Filename: Beam4 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 8' 0.00" 3448 1709 Live Additional Uniform(PSF) Top a 0.00" 16 0.00" 0' 8.00" 30 10 Live Additional Uniform(PLF) Top a 0.00" 16 0.00" 0 65 lave Additional Uniform(PSF) Top 0' 0.00" 16 0.00" 0' 8.00" 30 10 Live ITI 16 0 0 O (� r 16 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF Plate(425psi) N/A 1.500" 40961 -- 2 16' 0.000" Wall SPF Plate(425psi) N/A 1.500" 4096# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2370# 1727# 2 2370# 1727# Design spans 19 1.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-114 4 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.60"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 26943.# 39992.# 67% 8' Total Load D+L Shear 39204 15225.# 25% 15.2T Total Load D+L TL Deflection 0.6434" 0.8073" 0301 8' Total Load D+L LL Deflection 0.3881" 0.5382" 0499 8' Total Load L Control: TL Deflection DOLS: Live=1000/o Snow-1115% Roof=1250/o Wind=1600/o Design assumes a repetitive member use increase in bending stress: 4% I All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGFtrs RESERVED. "-Passing is defined aswhen the member,floorjoist,beam or girdeS shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spanslisted on this sheet.The desion must be reviewed by a qualified desianer or desion professional as required foraooroval.This desian assumes oroduct in4allation accordina to the manufacturers specifications 4' TKZ 10-6-16 MeyBem 101 Sutton Hi 11 rd;N.Andover. 8:49am cs seam 4.11.26.1 1ofl ImtseamFngale 4.11.26.1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor 2ND Floor Beam#5 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 14.8 PLF Filename: Beam3 Other Loads Type Trib. Other Dead (Description) Side Begin End width Start End Start End Category Additional Uniform(PSF) Top a 0.00" 14 6.00" 7' 0.00" 30 10 Live Additional Uniform(PSF) Top a 0.00" 6 0.00" 3 0.00" 30 10 Live Additional Uniform(PLF) Top 0' 0.00" 14 6.00" 0 65 Live Additional Uniform(PSF) Top 0' 0.00" 14 600" 7' 0.00' 30 10 Live i O 1460 14 6 O Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF Plate(425psi) N/A 2.489" 5555# 2 14' 6.000" Wall SPF Plate(425psi) N/A 2.311" 5157# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 3746# 1809# 2 3448# 1709# Design spans 14' 7.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-114 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 2.49"bearing required at bearing#1 Minimum 2.31"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19267.# 29994.# 64% 7.25' Total Load D+L Shear 4795.# 114194 41% -0.06 Total Load D+L TL Deflection 0.5996" 0.7323" U293 7.25' Total Load D+L LL Deflection 0.4020" 0.4882" U437 7.25' Total Load L Control: LL Deflection DOLS: Live=1000/o Snow--115% Roof=1250/o Wind=1601/o Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. *Passing is defined as when the member,floor joist,beam or girder shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The desian must be reviewed by a qualified desioner or design orofessional as reouired for aoomval.This design assumes oroducl installation according to the manufacturers soecifications. a TKZ MeyBem 101 Sutton Hill rd N.Andover. 10-6-16 11:02am CS Beam 4111.26.1 3 1 of 1 kmBeamFsBne 4.11.26.1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor Garage header Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename: Beam? Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" 24' 0.W, 418 431 Live _Additional Uniform(PLF) Top 0' 0.00" 24' 000" 742 0 Snow O 1200 1200 ® p 2400 Bearings and Reactions Input p Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) 24.000" 2.555" 5702# -- 2 12' 0.000" Wall SPF Plate(425psi) 24.000" 7.671" 17116# =- 3 24' 0.000" Wall SPF Plate(425psi) 24000" 2555" 5702# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 2018# 32701# 1735# 2 5767# 9343# 5784# 3 2018# 3270# 1735# Design spans 10' 0.675' 1a 0.875' i Product: 2.0 RigidLam LVL 1-314 x 14 3 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11938.# 519774 22% 5.96' Odd Spans D+0.75(L+S) Negative Moment 172414 51977.# 33% 12' Total Load D+0.75(L+S) Shear 69724 163414 42% 10.99 Total Load D+0.75(L+S) Max.Reaction 17116.# 53550.# 31% 12' Total Load D+0.75(L+S) TL Deflection 0.0792" 0.5036" U999+ 6.46' Odd Spans D+0.75(L+S) LL Deflection 0.0609" 0.3358" U999+ 6.46' Odd Spans 0.75 L+S Control: Shear DOLS: Live=1000/o Snow=1151/o Roof=1250/o Wind=1600/o Design assumes a repetitive member use increase in bending stress: 4% I Allroduct n p aures are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.Atl RIGHTS RESERVED. Passing isdefined aswhen the member,floorjoist,beam orgirft shown on thisdrawing meetsapplicable design criteria for Loads,Loading Conditions,and Spanslisted on this sheet.The desion must be reviewed by a qualified designer or design orofessonal as required Tor aogroval.This desion assumesoroduct installation according to the manufacturer s soecifications + TKZ MeyB►egmm 101 Sutton Hill rd,N.Andover. 10-6-16 8:37am CS Bearn t..1116.1 1 of 1 kAeamEngne 4.11.26.1 Materials Databaic 1516 Member Data Description: Member Type: Beam Application: Floor First Floor Beam#2 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 14.8 PLF Filename: Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start Point(LBS) Top 8' 0.00 End Start End Category Additional Uniform(PSF) 2 Top 0' 0.00" 16' 0.00" 0' 8 00 40 684 Live 10 live IT O 1600 16 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.500" 2359# 2 16' 0.000" Wall Steel N/A 1.500" 2359# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1763# 596# 2 17639 596# Design spans 16' 1.759' Product: 2.0 RigidLam LVL 1-314 x 11-114 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15844.# 29994.# 52% 8' Total Load D+L Shear 2267.# 11419.# 19% 15.2T' Total Load D+L TL Deflection 0.5014" 0.8073" U386 8' Total Load D+L LL Deflection 0.3796" 0.5382" U510 8' Total Load L Control: LL Deflection DOLS: Live=100% Snavnr--115% Roof=125% Wind=1601/o Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floorjoist,beam or girdef shown on thisdrawing meets applicable design criteria far Loads,Loading Conditions,and Spans listed on this sheet.The destan must be reviewed by a aualified destoner or deson omfesstonal asreouired for aooroval.Thisdesion assumes omduct installation acconlino to the manufacturers specifications TKZ 10-6-16 ffiiyBegm 101 Sutton Hill rd.N.Andover. 8:32am CS Beam 411.26.1 1 of 1 ImlBeamF�e 4.11.26..1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor First Floor Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 9.8 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start Additional Uniform(PSF) Top 0' 0.00" 14' 6.00" 7' HUH 40 End Category Additional Uniform(PSF) Top 0' 0.00" 5' 0.00" 3' 0.09, 40 10 Live 10 Live 14 6 0 i 14 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 2.440" 3630// 2 14' 6.000 Wall SPF Plate(425psi) N/A 2.106" 3133# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2847# 783# 2 2449# 684# Design spans 14' 7.7W' Product: . 2.0 RigidLarn LVL 1-3/4 x 11-1/4 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 2.44"bearing required at bearing#1 Minimum 2.11"bearing required at bearing#2 Design assumes continuous lateral bracingalong g the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 119534 192274 62% 7.25' Total Load D+L Shear 3105.# 76124 40% -0.06 Total Load D+L TL Deflection 0.5603" 0.7323" U313 7.25' Total Load D+L LL Deflection 0.4385" 0.4882" 0400 7.25' Total Load L Control: LL Deflection DOLS: Live=100% Snow=1150/o Roof=125a/a Wind=1601/o I i All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED- -Passing is defined aswhen the member,floorjoist,beam or girdeS shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified desianer or desan professional as required for aoaroval.This desion assumes product installation accordino to the manufacturers saacifications. r I Constrodion Budget and Payment Schedule - 1D4 5ulton H01 Road,North Andover Budget;. WStaga 1 Stagg 2 W Stage 3 Roof, Stage 4% Stage 5 Slabs Total _ --._ .. __.. Poundaboq framewindows,doors Sidingft" Water,sewer Engineering $2.000.00; ,- $2000 00 , .. ... .-_ _ $2.000-00 Permits -- - - - _. $3000.00 $3.000.00 Site controls - ---- -._ -_. _ _ --- $500.00-. $500.00 ... .. .__., . --- ---- - $500.00. -. Clear,grubstrip $1,500.01 $1500.00 $1.500.00: Excavate -- - - $4,000-00 $4000-00 .--- --- - - - $4,000.00' Foundation material : $10,800.00: $10800.00. - - _ $70.800.00. � Foundation labor(incl.dampproofing) $9,500.00 $9500.00. $9,500.00 Water ----- - . $3250.00' _--- $3,250-00` $3250.00' Sealer $3,250.00 $3,250.00 $3,250.00 Gas -- $0.00 _.----- -- Electric(underground conduits+ 1501 $2,500 - - - -- /- 0.0 $2,500.00 $2,500.00 Backfill ..... $3.000.00 $3000 00: --- $3I - 000 00 $4,250-00 • Slabs material - - - --- ': ---- $4.250 00 $4,250.00: Slabs labor $3,200.00 $3,20000: $3,200-00. Driveway(gravel prop) $3,506.00 $3500.00: $3,500.00; Frame materials.. $42,000.00 $42,000.00 $42,000.00: - - Frame labor $36,500-00 $36,500.00- . .. - $36,500.00 Root materials S5,300-00 $5,300.00; : $5,300.00' Roof labor $4.500.00 - --- - _ .. - ..-- $4.500.00--..__ - ---- � $4,500.00: Siding materials $18,000.00 $18,000.06: $18,000.00; Siding labor - - - - - - .. $12,000.00 . -- $12,000.00 -:�-$12.000-00 Windows&doors $2zD00.06 $22,a6D-oo _ $22,000.0o Garage doors $S,-O . ----- .T .--- - ....... ... ... . � � $5,000.00 $5,000-00: _.. - _... •Chimney&masonry(porch) $12,000.00. $12,000.00, $12,000.00 Exterior paint $0.00: Walls -- -00 $600.00 $600.00' Walks and patios $DAO _-- .. $0.00 Decks $0.00; -- -- --- - -- - - _ $0.00 Hvac $0.00 -.. . . - $0.00, Plumbing $0.00. - _. ._. ____.. _._. $0.00 Electric - - -- �� _. . . ._. $0.00_ Cvac $0.00 - - . . - ----- -- -- - $0.00; Insulation .. -_ -- - $0.00: Drywall/plaster $ Doors&trim materials - $0.00 ---- --- ---- -- - -- - - - -_.-- -- 0 00 Trim labor - - - __$0.00; � $0.00. Interior paint $0.00- - - -- ---- - -- ---- -- ... .. . . . . --- $0.00 Tile material - - - - Tile labor - - -- - $0.00 ---- $0.00; Hardwood material -•--- ---- ---- - - $0.00 $0.00. Hardwood tabor ..-0.00-. $0.00':. Carpet $0.00 $000, ._ .. _. Cabinets $0.00 -- - $0.00 Counters -- - . ._ .. .. _... - ------�.�`-- --- -_ � _ $0.00; closets $0.00 -- --- —- ;._ .__ �--- • __. ._T_. , _--= ool Lighting $0.00: - $0.00' - - - Plumbing fixtures $0.00. ---- -- ---_ ___ _ _[ $0.00. Appliances $0.00' - .. .._" "_. . ---- - - $0-00 Mise interior axessorfesftdm $0.00 - $0.00 i Grade&loam - _..-- ---- - $3.500.00: � $3.500.OD: $3.500.00 -Bead $1,000.00; $1,000A0 $1,000-00: Shrubs&mulch - $0.00; - $0.00, Irrigation $0.00- $0.00' DisposaLldemo $1,300.00 _- $1,300-00' $1,300.00 dDC(contingency if fee structure) $2,500-00 $2,500-00 ---- -- - $2,500.00: Total - $221,450-00 $37800.00 $78500-00_ $31800.00 $47000-00 $25350.00 $220450-00 Unbudgeted: $0-00- - - -- -- --- � $0.00' Management Fees: - $25,000.00' $6500.00: $6,500-00 $4,000-00 $4,000.00; $4,000.00; $25000-00� Total Expanded: $245,450.00' $44,300.00, $85,000.00 $35,80(1.00_ $51,000.00 $29,350-00 $245,450-00 i - .......,. IU.UU AM 83%W All Inboxos (2) A Sent from my Pad Ac®rr®® CER`fIFICATE OF LIABILITY INSURANCE � �7EIt>11iDDYYWj �'�--- 6/21/16; THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 1 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on chis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sandi Munroe M.P. Roberts Insurance Agency PHONE (978) 683-8073 pIX7r : f979) 003-3147 1060 Osgood Street ADD'RRESS, sandi@mprobertsinsuranc..... North Andover, MA 01845 — -— INSU7>r 5 AFFORDING COVERAGE___- _ _ N_AfG� INSURERA:.ESSeX insurance Cc INSURED TKZ, LLC IYSURERB:Associated Employers_ Insurance _ ItwTrURER C: - c/o TOM ZAHORUIKO ' IASURER D:_ 78 GREAT POND ROAD — -- - IhtiURER E: NORTH ANDOVER, MA 01845 - —---- -------------- INSURER F: - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY RFOUIREMENT.TERM OR CONDITION OFF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOVW 61AY HAVE BEEN REDUCED BY PAID CLAit, INSRI 'AWL+SUHRi i LTR! TYPE OF INSURANCE !1 RI uw i POLICY NUMBER I 1O�ryEFF : POLICY EXYY LIhTTS i A ;GENERAL lIAelurY I ?3DX4936 7/13/15! 7113/16;EACH OCCURRENCE s -1,000 000 1 :— 1 X CC -1FRCIAL GFWRAL LL',3A.ITY " TOREbREO' . , -- _ -- PI ES CED rr..c,era*.,cr; -.5 50 000 1 i CWII,75A1AUE `X OCCUR j I'1FD - 5 000 I I • ` _._ �(AiTl DiL'ITC•S(1R! -S.. - - _:.-.----------------.___._.,. i t �PERSOtiusADV INJURY :s 1,000,000 i L.._.. ...... ............---_.._._—_.-`_ j GENHU4ACS l�CFOXII: ,000r000 I GEN-L AGC,RF.GA7F 1ASTAPPLIFS PER PRODUCT:E PROT:-,(nra+NOP AGG' � X!POLICY.._..PRa L(Y q AUTOMOBILE LIABILITY 1 UOMiINLlI2itN(:IE LItAIt tl:,:.mMrf7 E MYAUTO + 1 'UDD:LY I4.11)RY(PDN r—) r - AUTOS JrD AUTOSULEU - 60n1Y1N,lURY(Par:k:S.d.tf::j�5 - NONdPANFO I : ROPERTY OGB5 P7.tA .... - 4•i HIRFDAUTOS AUIOS r C RIMI 1) 1 ) P `5 UMBRELLA LIAR _OuaIR EA Ii DcrURRENrE _ EXCESS LIAB CLAIJdS,ILtfY-� t } ._...,— AGGREGATE .e DED NEIFNi1UN 3 B WORKERS COMPENSATION :WCC5005006517-2014A 10/1/15' 1011116 �{' wc ORYI-0.111 : Oi71 AND ERIPLOYERS'LIA91LtTY f 11 _:-IORY LUILIS.. LR YIN 1 I ANY Pe20PR1E70R1PARTNERIE)CECV7d/_' 'F L.E ACH ACCILE NI i OFFiCZ-RMEfA,1EREXCLID10 ��7f7A; 5 1,000,000 (L1aMatory mNH) - EI.DISFA:I:-CA EM-1 OW F`S 1,000,000 tlyy:S.drsmhcunecr _ � ! - 1 D@SIKIF'HON t)'OPLFZ:IIONS Cehw I SEL.DISEASE-POLICY LIMIT 5 1,000,000 I 1I : I I i t DESCRIPTIONOFOPERATIONS f LOCATIONS!VEHICLES fAII-h ACORD I01,A,k6ti—ld RemlrkS SchedWe,ifm esp—ureq,ired) 1 I t CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN j TOWN OF NORTH ANDOVER ACCORDANCE WITH THE POLICY PROVISIONS. J BUILDING DEPT i 1600 OSGOOD STREET AU7HOR12 D EPRESBaTA NORTH ANDOVER, MA 01845 '19118-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The AGORD name and logo are registered marks of ACORD Phone: Fax: E Mall: NOTICE NOTICE TO s m 6 M 1 TO EMPLOYEES ? k EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 1 Congress Street, Suite 100, Boston, Massachusetts 02114-2017 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22, & 30, this will give you notice that I(we) have provided payment to our injured employees under the above mentioned chapter by insuring with: Associated Employers Insurance Company NAME OF INSURANCE COMPANY P.O. Box 4070 Burlington, MA 01803-0970 ADDRESS OF INSURANCE COMPANY WCC-500-5006517-2016A 10/01/2016 - 10/01/2017 POLICY NUMBER EFFECTIVE DATES Agency M P Roberts Insurance A 1060 Osgood Street 9 y North Andover, MA 01845 (978)683-8073 NAME OF INSURANCE AGENT ADDRESS PHONE TKZ LLC 4 High Street#201 North Andover, MA 01845 EMPLOYER ADDRESS 08/04/2016 DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention employees ees hereby notified P y are y ed that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY HOSPITAL ADDRESS . TO BE POSTED BY EMPLOYER Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-055417 ` Construction Supervisor K? THOMAS D ZAHORUIKO 7 .` 4 HIGH STREET SUITE 201 NORTH ANDOVER MA 01845 CA-- Expiration: Commissioner 04/05/2018 I 101 SUTTON HILI- ROAD E- 7 I I HT n.! 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