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HomeMy WebLinkAboutBuilding Permit # 10/6/2016 BUILDING PERMIT t%0F?T#1, .rLEf3 ,fit TOWN OF NORTH ANDOVER 0 el0 l . M 0. APPLICATION FOR PLAN EXAMINATION _W 1-0 . Permit No#: Date Received ^Teo CHUS Date Issued: 1(0—)IRTANT:-Applicm-it must complete all items on this page LOCATION JIM R04 (L,;y, q Print PROPERTY OWNER _TkZ, U' , Print 100 Year Structure yes no MAP 6)0A _-PARCEL: 8v ..........ZONING DISTRICT: �, Historic District yes 7t_Q_ pp Machine Shop Village yes ,, no,., _ _ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential J<New Building ROne family D Addition F1 Two or more family 0 Industrial [I Alteration No. of units: 0 Commercial 11 Repair, replacement- 0 Assessory Bldg D Others: ❑ Demolition 0 Other W6t&the" d 44 Wetl4h 31 P;, !,Q 'd DESCRIPTION OF WORK TO BE PERFORMED: Address: Y Al�j A Contractor Name:':;11' Phone: '7 79-�FS'"Z Email: ef Address: 4� lVj_,,A 74, 4L/ e Supervisor's Construction License: Exp. Date: Home improvement License: Exp. Date: ARCHITECT/ENGINEER „” Phone: FEE SCHEDULE:BULDING PERWT.'$12.00PER$1000.00 OF THE TOTAL ESTIMATED T BA ON$195-00 P S.F. Address- Reg. No. jet, I Cos Total Project Cost: $ ( 'ejo FEE: $ ?_ 10. LO_hk Check No.: Receipt No.: NOTE: Persons contracting with acnregisterer tractors do not have access to the guarantyi�u� r V%O R TH Town of ndover ® a�+ h ver, Mass, ale* �®A0 ArrD P-v IIJ S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT Z ` BUILDING INSPECTOR ................................................................t.10XV.,......................................... � has permission to erect .......................... buildings on ........ ..7...... VT ra .. �. .�.... Foundation ! = Rough to be occupied as ....!!�#04<•...... ! ..... � .. + �I f. r!!.a�!I!. ..�.�!�•*'► chimney provided that the person accepting this permit sh�11 in every respect conform to the terms of thea lication 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 LESS CONS I Rough Service .. .. ............ .... Final BUILDING INS CTO GAS INSPECTOR Occupancy Permit Required to Occupy Ruildin 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 ❑ Fhaffilhic SEWERAGE DISPOSAL er ' Tamiug/Massage/Body Art ❑ Swimming Pools ❑ ❑ Tobacco Sales ❑ Food Packaging/S'ales ❑ Private(septic tank, etc. ❑ PermauontDumpster oil Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF n U FORM PUNNING & DEVELOPMENT Reviewed On Signature—' IS COMMENTS 2f) 1 t. � 2Q icn � 1 ►�1� 7 AdWL r, f C�Gk_ 0 I1Y on CONSERVATION Reviewed on u ("I Signature COMMENTS v,,-a �© , HEALTH Reviewed on' Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes i' Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Conn eGfion nature &Date Drivewa Permit DPW Town Engineer: Signature: Located 3 4 Osgood Street FIRI �[7EPARfTMENT C;Temp Dum stet on ,yes r$io g k ed s p site ;2�fi�af�� Frei®eparfiment signaturelclate 5 a Dimension Number of Stories: /)Z, Total square feet of floor area, based on Exterior dimensions.21)3Z Total land area, sq. ft.: ELECTRICAL,. Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZOITE LITERATURE, Yep No MGL.Chapter 166 section 21A—F and G min.$10041000 fine DOTES and DATA-- (For department use) ❑ Notified for pickup Call Email } Date Time Contact Name Doc.Euilding Permit Revised 2014 Plans Submifted 'O Plans Waived ❑ Ceilified Plot Pian ❑ Stamped Plans ❑ F ❑TYPE OF SEWERAGE DISPOSAL Public Sewer X Tanuing/Massage/Body tart ❑ Swimming Pools El Well ❑ Tobacco Sales Food Packagi ,Sales ❑ Private(septic tank, etc. ❑ PetianentDumpstei on site ❑ THE FOLLOWING SECT IONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFA' - U FORM PL,AMMINO 834 DEVELOPMENT Reviewed On '/Zl E( Signature s COMMENTSjCZ f CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on i I � COMMENTS �r G. ,) 9 Zoning Board or"Appeals: Variance, Petition No: oning Decisionlreceipt submitted yes o. Planning Board Decision: r�� Comments Conservation Decision:_ i� ,� Comments _ IJ Water& Sewer Connection/Signature & Date � � „rte Driveway Permit DPW` 'own Engineer. Signature: /Located 384 Osgood Street FIRE DEPARTMENT - Temp. Dumpster ori site .yes ;no t orated,at 124-Main Street Fire Departmeflt'sign turelal #e COMMENTS ZONING INFORMATION: OMLER INFORMATON, ZONING DISTRICT: R3 BRIAN & CORINNE COBB DE 97 SUTTON HILL ROAD NORTH ANDOVER, MA 01845 BOOK: 14723 PAGE: 197 N6601'00"E 178.17' < "PART OF THE CAPSTONE SUBDIVISION" i I I o 9;.a' LOT 4 25,033 S.F.} C.B.A. = 1009 9 o� o �$m {n 0 a rn 4.e n 34.0 29.7' y�\O 3.3- 3m , 20.4' c CONCRE FWNDAnON �' E 0 o� v° o >x• #97 �P�.SN M 24 14.4 \\ 59.0 ei y00 BOJ 23.0' m t �v rn 235 q t2`'. 23.6• 36.7' 69.12' r N6758'15"E FOUNDATION AS--BUILT PINNACLEgy 97 SUTTON HILL ROAD � � NORTH ANDOVER, MA MUM PREPARED BY. I CERTIFY THAT THE FOUNDAWON SHOWN SULLIVAN ENGINEERING GROUP, LLC WAS LOCATED BY AN INSTRUMENT SURVEY ON 8/18/16 AND THE LOCATION COMPLIES P,O• BOX 2004 N1TI1 THE ZONING SEIBACK REOUHREMENTS, WOBlJRN, MA 01888 (781) 854-8644 DA TE: 8/18/16 SCALE: 1"=20' ,r4 'er-yz Fr . . 14- ,.' " TKZ LLC 4 High Street, Suite 201 North Andover, MA 01845 978852-4002, t m t et Construction Services Agreement Project SJt -- 97 97 Sutton Hill Road North Andover, MA 01845 Client: Cory and Brian Cobb 97 Sutton Hill Road North Andover, MA 01 845 Sc.9, 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 Eaga3jA P nt : The total fee for this scope of work is all costs plus $25,000.00. j: 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 in for that portion of the work. I The attached Budget is provided as estimates in good faith and are based upon recent similar work completed in this guide, and final casts will vary according to market conditions community. As with all estimates,they are to be considered a for both materials and labor as well as variations in construction and finishing details. Conditions an�oratr�: 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. tt t Plans Specifications Construction Budget and Payment Schedule v Thomas ©_ Zahoruiko, Manager,TKZ LLC Cory Co Brian Cob u Construction Budget and payment Schedule 97 Sutton Hill Road,North Andover Budget Ste 1 Stage 2 Stage 3 Root, Stage 4 w5 Stabs, Total Sidi Foundation Frame windows,doors Siding/trim water,sower $1,500.00 EnginerIring S1500.00 $1500.00 .. - $2.500.00 Permits smo.Q0 S2500n0 .... $500.00 Site controls $540.00 $500.00 $1.500.00 Clear,grub,sfirip $1500.40 $1500.00 54.440.00 Excavate $4000.40 $4000.00 $f).SQ0,tl4 Foundation material 5650000 $0500.A -... $7,500.040 Foundation labor(incl.dampProotin B) $7500.00 $7500.40 $2,600.00 $2,500.00 ...-$2500.00 Water $2,500.04 $2,54(L44 Sevier $2500.00 $0.00 $4.40 00.40 Gas $1,500.00 $1;5 Electric(underground conduits) $1500,00 $3,000.00 Backlill $3000 n0 $3000.00 $2,750.00 $2.750.00 Slabs material $2750.04 $2,504.00 52,540.00 Slabs labor 52540.40 00.44 $2,600.00 DrtvewaY(gravel prep) $2500.00 52a $30,000.00 $34000.00 $3%oa0.no Frame materials . $25,400.o0 525000.40 $25 On0.U0 .. _.. Frame labor $3,800.00 53,604..00 Roof materials $3000.00 $3000.00 $3.044.00 $3,404.00 Roof labor ,51fi,ppp,Op $11,40000 Siding materials $11000.00 $600400 $$8'(100.00 56,000.0 . 0 Siding labor -00 $13,ODO.00 $13000. S13,naU.00,. _. Windows&doors S3,800.00 53,600.00 Garagedoors $3600.40 $3000.00 .. 53,000.00 $3,000.00 Chimney&masonry(porch) - -. $0.04 Exterior paint $D.00 $aomoo $e''00.00 Walls $600,00 $0.00 Walks and polios SO.oO $0.00 Docks $0.00 $0.00 Hvac $0.00 $0.40 Plumbing $0.00 $0.00 Electric $0,00 $0.00 Cvac $0.00 $0.00 Insulation $0'00 $0.00 Drywall/plaster $0.00 .. ._ __.. .... - _.. $0.40 Doors&trim materials $0-00 $0.00 Trim labor .. $0.00 Soup Interior paint $0'00 $0.00 Tile material 50.40 .. 50.00 Tile labor _ .. .$0.00 .. ... _. ._ - $000 Hardwood material $0.00 $0.00 Hardwood Inbor $4.00 $0.00 Carpet $0.00 50.00 Cabinets SOM $0.00 Counters $0.00 - _ $0.00 Closets Sono $0.00 Lighting $O.aO $0.00 Plumbing fixtures $0m 80.00 _.. Appliances 50.40 SOLD. tvli5e.interior acce:SSOrIe3/trim $D.0() $254044 $2,540.00 $2.500.00 . Grade&loam $600,00 $6170.00 Seed $600.00 . 50,00 Shrubs&mulcil ... $0.00 $0.00 Irrigation $0.00 g $650.00 $65100 Disposaildarnn $650.00 52,000.00 $2000.00 tDC(contingency it fee structure) $2000.00 Total $15040400 531500.00 555000.00 $19601700 $25600.00 $16300.00 5150444.00 Unbudgeted: $0.00 SOHO -.. ... $0,00 $25000.00 Sfl*d44p $6,640.00 $4,400.00 $4,000.00 $4,000.00 $P5,000,00 Management Fees: Total Expanded: $175,440.40 536,000.40 $6i,'."iUUOU $23,6C)t1.0a S29,tiO4.a4 522,St)U.00 5175,44€Yn0 97 Sutton Hilt Road 9-15-16 North Andover,MA 1:39prn t Of I CS Benin 4.17.0.2 (D kinfBeamBigine 4.133.1 Materials Ditab=1.527 Member Data Application: Floor Description: Member Type: 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: 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 01 0.001, 24' 0.00" u 8.001, 30 10 Live Additional Uniform (PLF) Top 01 0.001, 24' 0.09' 0 65 Live Additional Uniform (PSF) Top 01 0.00", 24' OAU" 01 8.00, 20 10 Live Additional Uniform(PSF) To 01 0.001, 24' 0.00" 11 8.001, 55 15 Snow SEEM I 12 0 0 A 12 0 0 2400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 01 0.0001, 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" 1.509' 1005# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 323# 404# 460# 2 9234 1154# 15334 3 323# 404# 46W Design spans 10' 0.875" W 0.876' 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 2057.# 6807.'# 30% 5.96' Odd Spans D+0.75(L+S) Negative Moment 3113.'# 6807.'# 45% 12' Total Load D+0.75(L+S) Shear 13561 43084 31% 11.51 Total Load D+0.75(L+S) Max.Reaction 30914 459004 6% 12 Total Load D+0.75(L+S) LL Deflection 0.0484!' 0.3359' L1999+ 6.46' Odd Spans 0.75(L+S) TL Deflection 0.0764" —0.5036" U999+ 6.46' Odd S ans D+0.75(L+S) Control-, Negative Moment DOLS: uve=iWl. Snow=1160/. 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 names are trademarks of their respective owners copyright(c)2095 by Simpson strong:ne company Inc.ALL RIGITTS RESERVED. —1—fl—paid.h—or mrdAl shown on this draweri meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheat.1119 97 Sutton Hill Road 9-15-1.6 KBezftp"Iril North AndowiMA 1:21p , ra ,e'y (P 10f I es Bearli 4.17.0.2 knibeaniFjigine 4.133-1 Materials Daluibase 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: 14.8 PLF Filename: Beaml Other Loads Rib. Other Dead Tye (Depscription) 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 01 0.001, 6' 0.00" 15, 0.001, 30 10 Live Additional Uniform(PLF) Top 01 0.001, 12, 0.001, 0 65 Live Additional Uniform(PSF) TOP 01 0.001, 6' 0.00" 15, 0.001, 20 10 Live Additional Uniform (PSF) To 6' 0.00" '12 0.00" 16' 0.00" 20 10 Live 12 0 0 9, 12 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 01 0.0001, Wall SPF Plate(425ps!) N/A 3.259" 7271# 2 12' 0.000" Wall SPF Plate(425psi) N/A 1354" 7480 Maximum Load Case Reactions Used for applying point I oads(orlin a I oads)to carrying members Live Dead 4874# 23M 2 5026# 2458# Design spans 12' 1.750" Product: 2.0 Rigidl-am LVL 1-3/4 X 11-1/4 3 ply PASSES DESIGN Connect members with 2 rows of 16d common nails at 12.4'OC NOTE:Nails must be applied from both sides Minimum 3.26"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 22402.'# 29994.4 74% 6.01' Total Load D+L Shear 6312.# 11419.# 550/0 11.47' Total Load D+L TL Deflection 0.4775" 0.6073" U305 6.01' Total Load D+L LL Deflection 0.3203" 0.4049" U455 6.01' Total Load L Control: LL Deflection DOLS: Live=1000/. Snow=115% RoofmI25% Wind=1600/6 Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of their raTective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIG14TS RESERVED. sheet The i.id h.—— -,firrld—n on this dmwino meals applicable design criteria for Loads,Loading Conditions,and Spans listed on this 97 Sutton Eli II Road 9-16-16 North Andover,EVIA 10:41arn K'ey -lealarmil I Of I (,'S Beam 4.17.0.2 4.133.1 Materials Daiallaw 1527 Member Data Application: Floor Description: Member Type: 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, L/240 total 1.00011, max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight., 15.6 PLF Filename: Beam3 Other Loads Trib. Other Dead Type End Category (Description) Side Begin End Width Start End Start Additional Uniform(PSF) Top 01 0.001, 21' 5.00" 12' 0.00" 30 10 Live Point(LBS) Top 16' 5.501, 5025 2458 Live Additional Uniform (PSF) To 01 0.001, 21' 5.00" 12' 0.00" 55 15 Snow 15 2 4 6 212 0 21 5 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 01 0.0001, Wall SPF Plate(425psi) 5.509, 3,024" 6747# 2 15' 2.250" Wall LVUPSL(DF/SP) End-Grain(1000psi) 7.000" 5,688" 223964 3 21' 5.000" Wall SPF Plate(425psi) 3.5001, 1.5001, 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# 1 007711 7058# 3 19610 .2138# 267# Design spans 14' 9.626' V 012511 Product: 2.0 Rigidl-arn LVL 1-3/4 X 11-7/8 3 ply PASSEB DESIGN CHUMS 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 20308.'# 38173.'# 53% 6.31' Odd Spans D+0.75(L+S) Positive Moment 24900.'# 38173.'# 650/0 15.19, Total Load D+0.75(L+S) Negative Moment 10194.# 120531 84% 15.2' Total Load D+L Shear 275624 81% 15.19' Total Load D+0.75(L+S) Max.Reaction 22396.# 0.4624" 0.7401" U384 7.05' Odd Spans D+0.75(L+S ) TL Deflection LL Deflection 0.3397" 0.4934" U522 7.05' Odd Spans 0.75(L+S) control: Shear DOLS: Live=100% Snow=1150/. Roof=1250/6 Wind=160% Design assumes a repetitive member use increase in bending stress: 4% All product names 81D hadeniaiks of their respective Owrlefs Copyright(C)2Oi5bySignpw,,Stm,ig-r,eCompany lmALL RIGkITSRESERVED. passing Is defined as when the marnbnG noorjoist,been,orghtlet;shown oil this dra%ving meets applicable design criteria for Loads,Loading Gondilionss and Spans listed oil this sileat,The fnrnmmvat This desian asmales product inst a A�Iaaon 5��or;fhr 0 the _ _ _Lt 97 Sutton Hill Road 9-15-16 North Andover;MA 1:36pni 10171 kiinilearnl3mgine4.13.11 Mawrials Datalkiw 1527 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: 1BC/1RC Live Load: 40 PLF Deflection Criteria: U360 live, 0240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Filename: Beam3 Other Loads De ype TrIb. Other Dead (Deription) Side Begin End width Start End Start End Category Point(LBS) Top 3' 0.13" 4843 3724 Live Point(LBS) Top 31 0.131, 6483 0 Snow Additional Uniform(PSF) Top 3' 0.13" 6' 0.26' 8' 6=" 30 10 Live Additional Uniform(PLF) Top 01 0.001, 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 0.001, 55 15 Snow Additional Uniform (PSF) Top 01 0.001, 3' 0.13" 01 8.001, 20 10 Live Additional Uniform(PSF) Top 01 0.001, 31 0.131, 11 8.001, 55 15 Snow r 77=! 6 0 4 6 0 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 01 0.0001, Wall SPF Plate(425ps!) 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(orlina loads)to canying members Live Snow Dead 1 2903# 4132# 2521# 2 3538# 5347# 3104# Design spans 6' 2=' Product: 2.0 Rigidl-am LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN Cl-IECKS 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 4.38"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 8576.# 11089.# 77% 5.49 Total Load D+0.75(L+S) TL Deflection 0.1751" 0.3083" U422 3.02' Total Load D+0.75(L+S) LL Deflection 0.11981, 0.2056" U617 3.02' Total Load 0.75 L+5 Control: Positive Moment DOLS: Uve-1000% Snow=1160% Roof-1250/. Wirid=1600/. Design assumes a repetitive member use increase in bending stress: 4% All pmduct names am trademarksof their respeclive owners 2,Ll!b�lmpso'i Strong."Tio Company Inc.ALL RIGHTS RESERVED, _�S . _ im., clasinn criteria for Loads.Loadina Conditions,and Spans listed on this shoot.The IU.UU AIVI 83%40 < 3% - < All Inbo e ( ) . ..... ........... . Sent from my Pad A'66� ' nATE(tAIONNYYY) i CERTIFICATE F LIABILITY INSURANCE 6/21/16i THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMVE ATILY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES r BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. i IMpORTAIWT: If the c$rtificate holder is aIT ADDITIONAL INSURED,the policy(ies) must ba endorsed, If SUBROGATION IS WAVED,subject to j the terms and conditions of the policy,certain policies rmy require an endorsement, A statement on this certificato does not center rights to the i certificate holder in lieu of such endorsoment(s), PRODUCER CONTACT NAME: Sandi M(anT;r.�e M.P. Roberts Insurance Agency 'i—R- _...-.--_�, _._ 1060 Osgood Street E^a,t�a..> 01_. al8_683--8073 N Z�C a tn) on3 3za7 North Andover, MA 01895 AgaFSS. _sandi@mprobert:s n Urance.com _ INSUFiER(S�_nFFORUTAG COVERnGE. ... !ElI.IC y INSURERA:.Essex ICistirance Co ... !r.S URED TICZ, LLC INsuRER R:Associated Employers Insurance INSURER C c/o TOM ZARORUIKO 78 GREAT POND ROAD INSURER E; NORTH ANDOVER, MA 01845 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: TtIIS IS TO CERTIFY THAT THE POtiCtL-S OF INSURANCE Ll STIED BELO°JU IiAVL DECN ISSUED TO THE INSURED NAMED ABOVE t"OR TfIE POLICY PERIOD INDICATED. h10TW4THSTANDING ANY REOUIREMENT,TERM OR CONDITION(k ANY CONTRACT OR OTHER DOCUMENT tNfT4I RESPE:C:T 70 Wi11CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDEO 13Y TFE P OL0ES DESCRIBED HE Rt:W IS SUBJECT"r0 At,[, TY-IC TERMS. EXCLUSIONS ANOCOND ITIONS OF SUCH POLICIES.LIMITS SHOWN MAY PAVE BEEN REDUCED BY PAID CLAIMS. INSRI LTR! TYPE OF INSURANCE _ NDUSR�Wynl CsOUr4Y N N.BER lsIMMON FYYYrFI� POLICY EXP I— A ( 3DX9936 //13/15,Ih4fi/D6'YYyy1 LIA4TS ! ENexnLLIABILITY P/13/16 I FnL;rkoct,ulrRLNL[ >, 1,000,000 ` PREMISE,(Ea x,000 CLAIMCLAIMMADE X f OCCUR I.En CAP(An ow .- C(71.T.iP:((41At C.F'^I'F IDA I.,LIAEYIIIIY U\t AL`L IU i1F1 [11 C+ S 5,aaa. PER'SONIL&ADV IN)Unr s 1,000 000 CLU11 A(OU'C'M1 ^a 2.,000,000 (.LNLACfSRF CrLT IIA1r7nPr rl,"-S I'C-t@ d fR(Y(1UCi C(tt.V"OI A((8 3 X!POLICY i RD AUTOrdO$fLE Lld$IUrY I ' _ 1 OMAN➢1! IN(il I'111115 MIYAUIU (r(Jn:1.'f INJURY Ir`++r Au tox AUTOSf rno) j AWPS:U 'Gill"ULILILI) �nf>nILY rN IUIiY IFlur �r rl ln:r�,$ y NruJ Ove?dr-p J PItUPERrY DAIA4G6 F3iRFOAU7Oh1 ALI105 (Pcr ncc.xkri) I i ; S UM1t$RELLa UAB EXCESS LIRE CLAILI+'S 111r1:"'' • AW,PF CA 17.. _�.. ._. _ o1ruR _ _ NLn NLII:Nrr(jN B WORKERS COMPENSATION WCC5005006517-2014A: 10/1/15 11) 1/16VIC S :X IAlU DTII — _ - AhIDCrSPLOYERS LIABILITY YIN I I A9YPROPRIE10ROARTNfeklL LCUIfUc Klnrf rLlh rAIER EXCLi DrD, n/Ai Fx EAcII ULIrt Nr s 1x000,004 ITA rr0ates+y In NII) , i Il x snulnr,unAnr 1 r.I,ulsls I'-VA 0I's 1,000,000 } DC;IitP(1(7NfY OPLrbvIIONiittioe EL.OISEA,, -POLMYLIMlr s 1,000,000 CEti(.RIPTION OF OPERATIO11S r LOGWIMNS 11100CLES Attach ACORD I01,Arkli801),u Rnnu.rks +r'•ryui r+xl) Ii CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORF THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN r TOWN OF NORTH ANDOVER ACCORDANCE W111H THE POI-ICY PROVISIONS. j BUILDI14C DEPT i 1.600 OSGgOD STI2EE'.L` AunroRlz n EPResetzrn' a NORTHSGOO9TH 01845 I 071988 2014 ACORD CORPORATION. All rights reserved. ACORD Z5(201 U105) The ACORD name and logo are registered marks of ACORD Phalle: Fax: E Plail: NOTICE NOTICE TO TO EMPLOYEESc 4EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS I 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 Calve 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 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 hei-eby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY HOSPITAL ADDRESS -'6TED BY EMPLOYER. Massachusetts Department of Public Safety Board of Building Regulations and Standards License: C5-055447 const:; - =supemsor THOMAS D ZAHORUiKO 4 HIGH STREET SUITE 201 NORTH ANDOVER MA 01846 Expiration: ' Commissioner 04/06/2018 taO Town of � Andover a - N©. _ g gj co h ver, Mass, Ab BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT ............ ......................... ....... ............. BUILDING INSPECTOR .�.. LILL e� Foundation has permission to erect. ............... buildings onAll...S. ...., ...... ..... ..... ....... Rough tobe occupied as ............. .. ,... ..... ., .... .... .....................,,..................... chimney provided that the person accepting this permit shall in every respect conform% the terms of the application Find 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 PERMIT3 ELECTRICAL INSPECTOR m EXPIRE hT UNLESS CONST I ST. Rough lVervice .... ,.., .....IMI...... Final BUILDING INSPEC GAS INSPECTOR DivPermit Requiredto Occapv Buildinpr Rough Display in a Conspicuous Place on the Premises ® Do Not Remove Find No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. 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