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HomeMy WebLinkAboutBuilding Permit #374-2017 - 97 SUTTON HILL ROAD 10/6/2016 765 SCA>,+ T NORTI4 BUILDING PERMIT TOWN OF NORTH ANDOVER - ��'1 ,1 APPLICATION FOR PLAN EXAMINATION 1: Permit Not#: Date Received �SSRCHUS�t Date Issued:— 1- I ORTANT:Applicant must complete all items on this page LOCATION aI SC, UJc1R04 C �� Print PROPERTY OWNER U6 Print 100 Year Structure yes o MAP 6O A -PARCEL:-8 ZONING DISTRICT: _Historic District yes Machine Shop Village yesno TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building R'One family 11 Addition ❑Two or more family El Industrial ❑Alteration No. of units:' [I Commercial ❑ Repair, replacement- 11Assessory Bldg ❑ Others: ❑ Demolition ❑ Other _T Septic gtWelll loodPJ aift {�°1lVetlanyds: Wafershedy®istrrcf ,`Water/Sewer _ J - DESCRIPTION OF WORK TO BE PERFORMED: ef tit - L Identification- Please Type or Print Clearly ,/ 4 OWNER: Name: j � CZL Phone: Address: S Na tr Contractor Namelj,,,& • Z ,,.,, ' Phone Email: 7Z Address: zzz Supervisor's Construction License: S— J� Exp. Date: )� Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. t . FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BA&EQ ON$925.00 PER S.F. �C Total Project Cost: $ FEE: $ 2 10 8d Check No.: Z Q Receipt No.: NOTE: Persons contracting with unregistered tractors do not have access to the guaranty fu d E ._ Plans Submitted ® Plans Waived ❑ Certified Plot Plan K Stamped Plans ❑ TYPE OF SEWER-AGE DISPOSAL � Public Sewer Tanning/Massage/Sody Art ❑ Swilm ing 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 PW .F42)obt-[JM PLANNING a DEVELOPMENT Reviewed On )6 Zti`lp Signature_ COMMENTS& 2 1(0 2U u; 2fj6qoo—AA r-D ma, fi 7 c�hc�ui�ei mer Z� 16)O CONSERVATION Reviewed on jolLi f Si nature VVU COMMENTS HEALTH Reviewed on Signature COMMENTS I Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes I Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature &Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FII1.L T �. .,. ,r. 1 ART�EN ��empDmpster onsite ,yes.,. ,{� .��;.���' no �' - Looeeated a MfainiNtreetr- �part gnre/d a • . .►, - i �`. - �FireiDe ,.< .imatsiatuat ,: 9 - ;.,.�.,,' �• . �7. .. t i;',. , ',. "irt t—t•.o- fa--. .• >r.t ,•gi,,,-{y,�..-r �""`"�.�'''": COMMENTS: • .� .. �:�criPo . .., . . . r...4, ,.n .l�s; ,,�� Dimension ' Number of S o ' f ries. Z Total square feet of floor area, based on Exterior dimensions.y)3Z Total land area, sq. ft.: Z5b33 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) i r ❑ 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 OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4 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/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 OTE: 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 2012 IECC Energy code Engineering Affidavits for Engineered products } OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit r 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 Location / 7 S U 7-7011/ /-f l G C No.n y- a01-7 Date /0 • - TOWN OF NORTH ANDOVER a . • Certificate of Occupancy $ Building/Frame Permit Fee $:" Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# r� �. — J �.r �' Building Rector NORTfy '9 Town of t _ I, s ndover p •^. p+ 1 1 L� z . y o h ver, Mass, I# • ? * � 0I A_ COCMICKl WICK �1. S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT t ` ' BUILDING INSPECTOR ................................................................�. .. ................ .. .. , ,.. ` has permission to erect .......................... buildings on ......9.7...... Vt r Foundation �....,,......,.,,.. • to be occupied as �i M .. ..��f w•w► w •�• Rough p .... � ..... N.... .............. .......E..�� ..�.... ..... ..... ........ Chimney provided that the person accepting this permit shill in every respect conform to the terms of thea application pp 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 Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST TIO Rough Service . .. ....... .. .. .. .........7TO" Final BUILDING INS GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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 } FPackaging/��ales ❑ Tanuing/Massage/SodyArt ❑ Swimming Pools � Tobacco Sates ❑ ❑ Private(septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PW Febobt-1 T PLANNING DEVELOPMENT Reviewed On �b���� Signafiure_ COMMENTS�y 2U Y Dcjacr� 2 , 2-G)I� (� CONSERVATION Reviewed on lo I .Lf Ito Si nature Q; j COMMENTS V,-� 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/si nature&Date Driveway Permit _ DPW Town Engineer: Signature: [F`(REDEP Located 384 Osgood Street ARTIVIEIVT um stet o. ' '� ""r ;�et ,., L�oc�ated�at,12.4 MainStreet Fire iDepartment signature/date �:� �. `- r , � � y�j , ;,•.� ne'`'. ,.. r:- .,.•Ertl[,. a,^ `.'. _- ' ,. qtr_ .�, [i -�y-r <� .., , •+ '•'.`;••�" ,s. ' " fBrt+,=-T;=.i "";"''i.,Y* i"y�'r�fi",�'•t��r's�1t �'S��'i. e.. 4 4 Dimension Number of Stories: Z Total square feet of floor area, based on Exterior dimensions. Z Total land area, sq. ft.: Z�^b 33 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) ❑ Notified for pickup Call ' Email f Date Time Contact Name _ Doc.Building Permit Revised 2014 I t ' Plans Submitted'o Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ r TYPE OF SEWEpAGE DISPOSAL Public Sewer dQ Tanning/1Vlassage/Body Art ❑ Swimming Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private{septic tank etc. ❑ Permanent Dempster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF o U FORM PLANNINGO& DEVELOPMENT Reviewed On X211+0 Signature COMMENTS t. CONSERVATION Reviewed on la Si nature COMMENTS- HEALTH Reviewed onAlp -1 COMMS / NTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Pkwj1 lq ts;o Planning Board Decision: �;Lt, Comments C-o ATa-- Z;h161t€5 pae- l LA t Conservation Decision: 4 Comments '7� f - Water& Sewer Connection/Siinature&Date 1✓�� ✓J Driveway Permit DPW Town Engineer: Signature: ' 1 ��f:J✓ i • ,/Located 384 Osgood Street FIRE DE1',4RTiViE1VT Temp. Dempster:on.life yes i no Located at.124 Marra Street r fn s Fire Department signa�tiureldafe i COMMENTS ZONING INFORMATION: OWNER INFORMATION: ZONING DISTRICT R3 BRIAN & CORINNE COBB DEED REEERENCE. 97 SUTTON HILL ROAD NORTH ANDOVER, MA 01845 800K: 14723 PAGE: 197 N66O1'00"E 178.17' 5 'h "PART OF THE CAPSTONE SUBDIVISION" 978' LOT 4 25,W3 S.F.t Op, C.B.A. 100% w a O� O s N 4.6' 29.7' pQ' c N 34.0' S�\o 20.4' 3.3' BH 30-- aO O B c `6 °b CRS FOUNDATION O o EX- 7 EQ #9 �P �S OP�O� Oar c 24. ' 14.0' FOJ 23.0 R 51 23.6' 23.5 G 12.5 m G CSG ryp 30.7' R 10 / v 1 \\' / m M lt X\a / r�1 O \' 00 w. �0 69.12' Ns758'15"E FOUNDATION AS-BUILT PINNACLE WAY 0>: 97 SUTTON HILL ROAD NORTH ANDOVER, MA I CERTIFY THAT THE FOUNDATION SHOWN R PREPARED BY. WAS LOCATED BY AN INSTRUMENT SURVEY mils SULLIVAN ENGINEERING GROUP, LLC ON 8/18/16 AND THE LOCATION COMPLIES P.O. BOX 2004 NTH THE ZONING SETBACK REQUIREMENTS WOBURN, MA 01888 (781) 854-8644 DATE: 8/18/16 SCALE: 1"--20' 20 76 g �► o = 30 �o)' i z .10f V i - 2,0 OL LAc- oc- I 1 TKZ LLC 4 High Street, Suite 201 North Andover, MA 01845 978-852-4002, tzeke@comcast.net Construction Services Agreement Proiect Site: 97 Sutton Hill Road North Andover, MA 01845 i nt: Cory and Brian Cobb 97 Sutton Hill Road North Andover, MA 01845 Scope of Work: Preparation of site for construction Preparation of construction plans Foundation permit, building permit as applicable to this scope of work Construction and certification of foundation Construction of frame, roofing and siding/exterior trim Installation of exterior windows and doors Installation of municipal water and sewer services Installation of underground conduits for electrical and other cable services from service pole to structure Finish grading of disturbed areas of site Gravel base for driveway Preparation of base and installation of concrete slabs in basement and garage Fees and Payments: The total fee for this scope of work is all costs plus$25,000.00. Payments will be made for materials and labor applicable to this work, along with scheduled portions of the total fee, pursuant to the attached Construction Budget and Payment Schedule, within ten days of invoice for that portion of the work. The attached Budget is provided as estimates in good faith and are based upon recent similar work completed in this community. As with all estimates,they are to be considered a guide, and final costs will vary according to market conditions for both materials and labor as well as variations in construction and finishing details. Conditions and Controls: The schedule for completion of this scope of work is 60 days from start date. Contractor will select suppliers and sub-contractors as determined by market conditions and availability. Contractor will maintain workers compensation and general liability insurance Client will maintain builders risk insurance Contractor will have all regulatory inspections as required under this scope of work. Contractor will leave the site in a clean and organized condition upon completion of this scope of work. Attachments: Pians Specifications Construction Budget and Payment Schedule f X"� Cory Col-A-1Brian Cob Thomas-Di_Zahoruiko, Manager,TKZ LLC I Construction.Budgetand Payment Schedule 97 Sutton HIILRoad,North Andover Budget Stage 1 Stage 2 Stage 3 Root, Stage 4 Sage 5 Slabs;Total. Foundation' Frame windows,doors Sidingitrim water,sewer Engineering $1500.00 $1500.00 $1,500.00- Permits - $2500-00 $2500.00 $2,500.00 Site controls 5500.00 $500.00 $500.00 Clear,grub,strip -$1500.00 $1500.00 $1,500.00 Excavate $4000.00 S4000.00 .-. _ - _ $4.00000 Foundation material $8500.00 S8500.00 $8,500.00 Foundation labor(ancl dampproofing) $7500.00 $7500.00 _ $7,500.00 Water _ - --$2500.00 - - -. - - -- _. $2,50090. $2,500.00 Sewer - 5250090 52,500.00 $2,500.00 Gas $0-00 _ - $090 Electric(underground conduits) $1500.00 $1,500.00 $1,500.00 Backfill S3000.00 $3000.00 53,000.00 Slabs material _- $2750.00 - .. -- _ _ - 52,750.00 52.750.00 .Slabs labor S2500-00 - _ - - _ _ _ $2,500.00 $2,500.00 $2.500.00 Driveway(gravel prep) $2500.00 52500.00 _ Frame materials $30000.00 S30.000.00: $30,000.00 Frame labor S25000.O.0 __. $25,000.00 $25,000.00 Roof materials $3800.00 $3,800.00 _ _- _ - - _ _ $3,800.00 Roof labor $3000.00 $3,000.00 - 53,000.00 Siding materials $11000.00 $11,000.00 S1f,000.00 Siding labor S8000.00 $8,000.00 - -x$8;000.00 Y'findows&doors 513000.00 S13,000-00 $13,000.00 -- Garage doors $3800.00 $3,800.00 $3,800.00 Chimney&masonry(porch) $3000.00 $3,000.00 $3,000.00 . - O . Exterior-paint SO.00 50.0 "Watts $60000 _ ., $600.00 $60090 Walks and patios SO-00 _ - $0.00 Decks - $000 Hvac.. .. ..$0.00 -- - 50.00 Plumbing $0.00 - .. _ - - _. _ -- -$000 Electric $090 $0.00 Cvac - --SO-00 _ -- - -- --- ,- - - -$0.00 insulation $0.00 _ _ $0.00 Drywall/plaster $0.00 $0.00 Doors&trim materials - $000 - - - _- - - -$0-00 Trim labor S0.00 $0.00 Interior paint $0.00 $0.00. $0.00 Tile material $0.00 Tile labor $0.00 $0-00 Hardwood materiel $0.00 _ $0'00 Hardwood labor _$000 $0.00 Carpet _ $0.00 $0.00 Cabinets SO-00 _ $0-00 Counters 50.00 _ _ _ - _ - - -- _ _ _ .. $0.00: _Closets _$0.00 - .- -$0.00 "- - - Lighting - $0-00 $0.00-.. - - --- Plumbing fixtures $0.00 50.00 Appliances SO.00 _ _ $0.00 Mise.interior accessoriesMim 50.00 $0.00 Grade&loam -- _ _ $2500.00 _ .- .- - -_ - - _ -. $2,500.00 $2,500.00 Seed 5800.00 - ".- $800.00 $800.00 . - - - 50.00 $0.00 Shrubs&mulch _ _ - - Irrigation - - - $0.00 $0.00 DisposaVdemn $650.00 $650.00 $650.00 IDC(contingency if fee structure) $200000 - S2,000-00 $2,00090 Total $150400.00 $31500.00 555000.00 $1 g800.00 $25800.00 $18300-00 $150400-00 Unbudgeted: _ _. --- $0.00 - 50.00' - - So-oo Management Fees- $25000.00 $6500.00 $6,500-00 _ $4,000.00 $4,000.00 54,000.00 $25,00000 Total Expended'. $175,400-00 538,00000 561,50o.0o sz3,ao0.a0 S2s,sao oa $22,300-aO S1�s,ao000 1 97 Sutton Hill Road 9-15-16 KeyBegum North Andover,MA 1:39pm tCS Beam 4.17.0.2' lofl knffieami3igine 4.13.7.1 Materials Database 1527 Member Data Description: Member Type: Beam Application: Floor 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, 0240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: Beam4 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 24' 0.00" 0' 8.00" 30 10 Live Additional Uniform(PLF) Top 0' 0.00" 24' 0.00" 0 65 Live Additional Uniform(PSF) Top 0' 0.00" 24' 0.00" 0' 8.00" 20 10 Live Additional Uniform(PSF) Top 0' 0.00" 24' 0.00" 1' 8.00" 55 15 Snow, I 1200 1200 2400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) 24.000" 1.500" 1005# -- 2 12' 0.000" Wall SPF Plate(425psi) 24.000" 1.616" 3091# -- 3 24' 0.000" Wall SPF Plate(425psi) 24.000" 1.500" 1005# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 323# 404# 460# 2 923# 1154# 1533# 3 323# 404# 460# Design spans 10' 0.875" 10' 0.875" Product: Spruce-Pine-Fir #2 2 x 10 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 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 20574 6807.# 300/0 5.96' Odd Spans D+0.75(L+S) Negative Moment 3113.'# 6807.'# 450/6 12' Total Load D+0.75(L+S) Shear 1356.# 4308.# 31% 11.5' Total Load D+0.75(L+S) Max.Reaction 30914 459004 60/6 12' Total Load D+0.75(L+S) LL Deflection 0.0484" 0.3358" U999+ 6.46 Odd Spans 0.75(L+S) TL Deflection 0.0764" 0.5036" U999+ 6.46' Odd Spans D+0.75(L+S) Control: Negative Moment DOLS: Live=1001/6 Snow=115% Roof=125% Wind--160% Design assumes a repetitive member use increase in bending stress:15% This member has been designed in accordance with NDS 2005 All product namesare trademadcsof their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined aswhen the member,fioorjoist,beam orgirde5 shown on thisdrawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designeror design profe�onal as repuirad for approval.This design assumes product installation according to the manufacturersspecifications 97 Sutton Hill Road 9-15-16 I16yBezim North Andover,MA 1:21pm lofl CS Beam 4.17.0.2 kAeamFn&m 4.13.7.1 Materials Database 1527 Member Data Description: Member Type: Beam Application: Floor 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, LJ240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 14.8 PLF Filename: Beami Other Loads Type Tdb. Other Dead (Description) Side Begin End Width start End Start End Category Additional Uniform(PSF) Top 6 0.00" 12' 0.00" 16' 0.00" 30 10 Live Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 15' 0.00" 30 10 Live Additional Uniform(PLF) Top 0' 0.00" 12' 0.00" 0 65 Live Additional Uniform(PSF) Top 0' 0.00" 6' 0.00" 15' 0.00" 20 10 Live Additional Uniform(PSF) Top 6' 0.00" 12' 0.00" 16' 0.00" 20 10 Live IF 12 0 0 0 12 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) WA 3.259" 7271# -- 2 12' 0.000" Wall SPF Plate(425psi) N/A 3.354" 7484# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 4874# 2398# 2 5025# 2458# Design spans 12' 1.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-1/4 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 3.W'bearing required at bearing#1 Minimum 3.35"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 224024 299944 74% 6.01' Total Load D+L Shear 63124 114194 550/6 11.47 Total Load D+L TL Deflection 0.4775" 0.6073" 0305 6.01' Total Load D+L LL Deflection 0.3203" 0.4049" U455 6.01' Total Load L Control: LL Deflection DOLS: Live--100% Snow=1150/6 Roof=125% Wind--160% Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floorjoist,beam orgiift shown on this drawing meats applicable design criteria for Loads,Loading Conditions,and Spans listed on thissheet.The design must be reviewed by a qualified designer or design professional asrequired forapproval.This design assumes product installation according to the manufacturers specifications 97 Sutton Hill Road 9-16-16 MeyBezm North Andover,MA � 10:41am loft CS Beam 4.17.0.2 knBeaufFitgute 4.13.7.1 Materials Database 1527 Member Data Description: Member Type: Beam Application: Floor 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: 15.6 PLF Filename: Beam3 Other Loads Type Trib. Other Dead (Description) Side Begin End Width start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 21' 5.00" 12' 0.00" 30 10 Live Point(LBS) Top 16 5.50" 5025 2458 Live Additional Uniform(PSF) Top 0' 0.00" 21' 5.00" 12' 0.00" 55 15 Snow 15 2 4 0 6 212 A � ' 21 5 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) 5.500" 3.024" 6747# -- 2 15' 2.250" Wall LVUPSL(DF/SP)End-Grain(1000psi) 7.000" 5.688" 22396# -- 3 21' 5.000" Wall SPF Plate(425psi) 3.500" 1.500" 3118# -2309# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 2434# 4016# 1910# 2 10374# 10077# 7058# 3 1961# -2138# 267# Design spans 14' 9.625" 6' 0.125" Product: 2.0 RigidLam LVL 1-3/4 x 11-7/8 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 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 2309lbs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 20308.# 38173.# 530/6 6.31' Odd Spans D+0.75(L+S) Negative Moment 24900.'# 38173.'# 65% 15.19' Total Load D+0.75(L+S) Shear 101944 120534 840/6 15.2 Total Load D+L Max.Reaction 223964 275624 81% 15.19' Total Load D+0.75(L+S) TL Deflection 0.4624" 0.7401" 0384 7.05' Odd Spans D+0.75(L+S) LL Deflection 0.339T' 0.4934" U522 7.05' Odd Spans 0.75(L+S) Control: Shear DOLS: Live=100°/ Snow=1150% Roof=1250/. Wind=1600/6 Design assumes a repetitive member use increase in bending stress: 4% All product names are trademadcsof their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL FLIGHTS RESERVED- -Passing is defined as when the member,fioorioist,beam orgirdeS drown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet The design must be reviewed b a qualified desi ner or tlesi n rofessonal as required far royal.Thisdesi n assumes roduct installation according to the manufacturers gp2cifications. 97 Sutton Hill Road 9-15-16 MeyBegum North Andover,MA 1:36pm 1of1 CS seam 4.17.0.2' 1rmteamEngine 4.13.7.1 Materials Database 1527 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: 0360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Filename: Beam3 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End start End Category Point(LBS) Top 3' 0.13" 4843 3724 Live Point(LBS) Top 3' 0.13" 6483 0 Snow Additional Uniform(PSF) Top 3' 0.13" 6' 0.25" 8' 6.00" 30 10 Live Additional Uniform(PLF) Top 0' 0.00" 6' 0.25" 0 65 Live Additional Uniform(PSF) Top 3' 0.13" 6' 0.25" 8' 6.00" 20 10 Live Additional Uniform(PSF) Top 3' 0.13" 6' 0.25" 16' 0.00" 55 15 Snow Additional Uniform(PSF) Top 0' 0.00" 3' 0.13" 0' 8.00" 20 10 Live Additional Uniform(PSF) Top 0' 0.00" 3' 0.13" 1' 8.00" 55 15 Snow T T 6 0 4 Q 6 0 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF Plate(425psi) N/A 3.495" 7797# - 2 6' 0.250" Wall SPF Plate(425psi) N/A 4.378" 9768# - Maximum Load Case Reactions Used for applying point loads(or line loads)to canying members Live Snow Dead 1 2903# 4132# 2521# 2 3538# 5347# 3104# Design spans 6' 2.000" Product: 2.0 Ri idLam LVL 1-3/4 x 9-1/2 3 I PASSES DESIGN CHECKS 9 ply Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 3.49"bearing required at bearing#1 Minimum 4.W'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 22959.# 25122:# 91% 3.01' Total Load D+0.75(L+S) Shear 85764 110894 77% 5.48' Total Load D+0.75(L+S) TL Deflection 0.1751" 0.3083" 0422 3.02' Total Load D+0.75(L+S) LL Deflection 0.1198" 0.2056" 0617 3.02' Total Load 0.75(L+S) Control: Positive Moment DOLS: Live=100°/ Snow=1150% Roo(=125% Wind,--16M. Design assumes a repetitive member use increase in bending stress: 4% All product names are tmdemadcs of their respective owners III Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. '•Passing is defined as when the member,fioorjoist,beam orgirde5 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 ded5inerordesi in professional as required for approval.This tlesign assumes product installa8on according to the manufacturePs�ecifications. All Inboxes (2) Iu.vu AM83%ft Sent from my Pad Ac�® CERTIFICATE OF LIABILITY INSURANCE DATEIMIttDOYYYYj THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFCATE HOLDER/THS;6, CERTIFICATE QOES 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 INSURERS),AUTHORIZED i REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER- INSURER( $), If the certificate holder is an ADDITIONAL INSURED,the policy(es)must be endorsed. 11 SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the j certificate holder in lieu of such endorsemengs). PRODUCER CONTACT M.P. Roberts Insurance Agency vTAprrle Sandi Munroe _ 1060 Osgood Street 19781 683-8073 FAX 19787 083-3147 E-0tAll AIC-rto; North Andover, MA 01845 10hS Sand'@mProbertsinsurance.com _ INSUR: 5 AFFOAOING COVERAGE NnIC a INSURED MURERA:Essex insurance Co TICZ, LLC INSURER B:Associated EmPlovers Insurance C/o TOM ZAHORUIKO 1rw5U_RERC --- - 78 GREAT POND ROAD NORTH ANDOVER, MA 01845 IrTSURER E: COVERAGES Ir�DRER F CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE DEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RFOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTALU,THE INSURANCE AFFORDED BY THE POLICIES DESCRI13ED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONE%TIONS OF SUCH POLICIES-LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRI � Lift; TYPE OFINSVRAITCE SURRI 'SRI%WDi POU(.Y NUMBER 1 POLICY CYEFF i NAP^OIUCYEXXPP ' A i GENERAL LIABILITY i iUnT5 I 13DX4936 i 7/13/15; 07,/13/167-EACH OCCU1TItE ICE X C.gLV•IERCV1LGFYRALL{D191LITY t i DAI: GE(O RENTED - .. -5 1,000,DDD CLAINISSAIADE X I oLcuR 1 PREMISES(En ouv a,cs- 50 000._ . I'TOFYP An,oraPrism: .5 5,000 ERS014ILEADV1N)URY_ ;5 1,000,000 I iGENLRALAccal_LniT: 2,00.0,000 GEN'LAGC.REGAIei LLltiTitPPr.rF.SPER _- .... 5 I F� -ANYAUJO PRO.BIUTYf10p;LY!N.IIIRY Pcr SCIIEDULEO I ( r'r..nnr AUTOSNON-OWNFD0001LYINJURY1PS AUTOS ° f'ROPEITTYDA7:14GE �' - i (F't:xwertj IS UMBRELLA LtAg i OO:UR ; -� 1 - ! EAC11UL-CURRI.NCEExcFssuAe cuarts-atnoo--+ --- i AGGREGA7E < DEC REIEN71ONa j - ORKERS 8 �AOFF�rE RA:Pcr+t7rJTENSATION NDEMPLOYERSLVLBILITY i i IWCC5005006517-2014A 10/1/15 U/YIN 1/ 6�XOCTHU. 5757RIEXECUTeN _ 6Y .NYPROPRIE1011P RTNELR EXaUDFYm r A, i •` F.I. r-ACHACOCENr :s'--1.000,000 INlatda tory in NMI ULqS(C.RIPFION OF QPI L171ONS Eeh'cI i E1.DISEASE-EA 7/1I f)YF!- S 1,000,000 ' SEL-DIS ELSE-POUCV LU.IIT 5 1,000,000 CESCRIPTION OF UPERANONS I LOCATIONS T VENCLES(A,_h ACORD 707,ArtLOonN Retrorks SchertVle,if mere Bruce is'regrircdl '- - I f i i I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE i THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF NORTH ANDOVER ACCORDANCE WITH THE POLICY PROVISIDNS. BUILDING DEPT i 1600 OSGOOD STREET AUTHOR¢ EPRESENTA I NORTH ANDOVER, -MA 01845 �^ i ©1988.2010 ACORD CORPORATION. All rights,,served. ACORD Z5(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: NOTICE � � NOTICE TOTOb � n � EMPLOYEES �; �a 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 - 10/01/2 " /J POLICY NUMBER EFFECTIVE DATES 1060 Osgood Street M P Roberts Insurance Agency 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 are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER y a Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-055417 Construction Supervisor THOMAS D ZAHORUIKO 4 HIGH STREET SUITE 201 NORTH ANDOVER MA 01845 Expiration: Commissioner 04/05/2018 v%ORT#i Town of � . ? �* 6 ndover No. .. 61 �� oCOCNI3A h� ver, Mass K 7' Alk10 CHIM U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THATTXL BUILDING INSPECTOR has permission to erect ...... ................ buildings on .C1.1 .S. .... ...... .....5 . Foundation & �.�� �T 4 Rough tobe occupied as ............. , ..... .... .... ............................................ Chimney provided that the person accepting this permit shall in every respect conform the terms of the application - Fina► 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 CONSTWOKI ST Rough rvice ... ...... ... .. ........ Final BUILDING INSPEC 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. 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