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HomeMy WebLinkAboutBuilding Permit # 10/12/2016 BUILDING PERMIT c` �sos�rk w. Q~A,�4ff 0 I b�"YO TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION -- _ Permit No#: '' °l Date Received � "" ��gp�RAre. �S CHO E ss Date Issued: _._ ._.__ . ..___. _ IMPORTANT Ap licant must complete all Mems on this page rill::.. i / / ii // r // / ,,•,,;„ /� ,o r / ,, ,,/ /�,/// r rrr /./.,,i rrr.. .,✓ /,/,/,,. _ C�Ur£',,,/,,, / �i ,G"S r,,,c/#'1 �/ ,, / ir//„/i/,. ,r / i / rkn „/,o / r%,ii /i/lir r% ii////ii// / ,r r r,,;, r///r/ r //n, / ,,,r„/,,, ,r„, , �../, T,” � ! I-l�s�orwc listr�ct //f% / /// i TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential_______.- New BuiIdin n family 0 Addition IJ Two or more family EI Industrial ❑Alteration No. of units: Li Commercial F1 Repair, replacement C1 Assessory Bldg ❑ Others: El Demolition F] Other C7 Wetlands Cl Waters�aed D► tnct r„ DE�GRIPTIOI� C}F UVORK T© f3E PEFZFORIVIED: clenttfie,ation- Plus T"Ye ar Print dearly OWNER: Name: Phone: , .. , Address• �" 1 � � . a rr , ;n_ N me r Email . r AtdidreSS, i'//'' / /' r// E upenrlscir s Cc�nstructaon License ,,� Da e r r, exp ARCHITECT/ENGINEER. � Phone: „w„�m ' Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cast: $ 2_4 Is Liso .60 FEE: $ 2. 94100 C eek No.: ZZ-00 Receipt No.: OTE; Persons contracting with unregistered contractors (Io not have access to the gtrariaraty�� d aigrature of Agent/avuner Signature of contracto `µ 000 R4 Townndover ` .: :. -- 0 No. "149 �l Vei'� Mi1S5? &A AA4L 110 co..'A... 0 �® 0, BOARS?OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT L7CBUILDING INSPECTOR .................. . .... ...,...... ,.. has permission to erect ............lildings on . .. .., Foundation ..... .. ..., . ......, .�...... . .., • Rough IIIIA Vr to be occupied as ................ .. ., .,.. ,...,,..., ..,.. .... .................I........I................ 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 CONSTOTJ10N Rough Service I& .. ..,.,.... .... Final BUILDING IN TOR GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina'T No Lathing or Dry all 1 oBe Done FIRE DEPARTMENT Until Inspected and Approved by the wilding Inspector. Burner Street No. Smoke Det. Plans Submitted,M Plans Waived ❑ Certified Piot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ®' TawingWassage/f3odyAt ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private{septic tank,etc. ❑ PermanentDumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - I_! FORM PLANNING & DEVELOPMENT Reviewed On Signatur6_ V COMMENTS REQI�L, 1 ��!(, iS EF_ Soba,"i ,M -,-I (-P- C)6 0 Li"� 1�7,ti AV; 2 `"1`° fi2sJ;�+tni'1 '��St !"l el Tom .(0 1 V ! CONSERVATION Reviewed on lea h signature. COMMENTSyv--0_ � •�_ �J1 '� 1��' i i HEALTH Reviewed on � Si. na ure COMMENTS Zoning Board of Appeals:Variance, Petition No: zoning Decisionlreceipt submitted yes d Ilan i-4tta4 Planning Board Decision: aj�,_ Commonts Conservation Decision: N 1 Comments Water & Sewer Con nectionlSi'gnature& Date ���',-y �� Driveway Permit DPW Town Engineer: �Jgnatures Located 384 Osgood Street FIRE DEPARTMENT. :Temp:Dempster o i site ye no =f Located at i 24 fVla�n Street f Fire De artmenti raatureldate I? -. COMMLNT5 Plans Submitted Plans Waived ❑ Certified Plot Pian Stamped Pians ❑ F WERAGE DISPOSAL Tauning/Massage/Body Art ❑ Swimming Pools ❑❑ Tobacco Sales ❑ Food Packaging/Sales ❑tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM s PfL56 All hr-Ae PK r-6"DAr1o'N PRA IT 169-ZQ.I 7 PLANNING & DEVELOPMENT Reviewed On)1) J Signature— COMMENTS CONSERVATION Reviewed on 76 t 1 (a Si nature � � COMMENTS ,V\ HEALTH Reviewed on Si nature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes u :Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/si nature& Date Driveway Permit DPW Town Engineer: Signature: a Located 384 OsgoodStreet FIRE EP� RTMENT yTernp D ' t e D� �+'^aT., sW J:. pste r�a n s e y S Wocated�atr,24�Marn�Street s I W � Frrc�D`ep�artmen�srgnaturelda�e � �� '`� ` r COMMENTS " u ;i ii i Dimension Number of Stories. Total square feet of floor area, based on Exterior dimensions.392 q Total land area, sq. ft.: 2, S (off S ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MCL Chapter 166 Section 21A and G min.$100-$1000 fine NOTES and DATA— (For department use) rd 45 '12gt43. Esc a -Ful c1� will teSS rM M i i ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 RTH Town of AT' 6 over p h ver Mass d,Q �.�41 4��TED S u BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ........ BUILDING INSPECTOR......L. ......... .,.......,............. ... ............., BUILDING INSPECTOR has permission to erect .......................... buildings on .. .4.t.... •� . 1 . ,�..... Foundation om ..�IEA....�. �..�. .... ...`�'� ... Rough t0 be occupied as . ... .. .,. ..... ... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the applicati n Final on file in this office, and to the provisions of the Codes and By-Laws elating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. �� C e, M5 PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR LESS CONSTRUCTION ST TS Rough .�. Service ............................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® 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. I CERTIFY THAT THE FOUNDATION SHOWN ZQMNG INFORMATION. WAS LOCATED BY AN INSTRUMENT SURVEY ZONING DISTRICT. R3 ON 9/1/16 AND THE LOCATION COMPLIES WITH THE ZONING SETBACK REQUIREMENTS. DEEDTfROCEL BOOK. 14723 PAGE: 148 'A oar.P," " 0 WNL'R INFORMATION: ,, II j PETER LOUGHMAN & BRIANNE COBB FINO"o 101 SUTTON HILL ROAD LOT 2 x111 NORTH ANDOVER, MA 01845 lb #9 HEATH CIRCLE N/F CURTIS & JENNIFER COGLIANO TAX MAP 60A LOT 18 103,11 N13'02'30"E LOT 3 25,160 S.Ft C.B.A. = 100% "PART OF THE CAPSTONE SUBDIVISION" o 79.4' lC! io 00 N 2 Z 50.0, 32.7, cv 16.0, b EXSnjVo oi CONCRE7.e b 400 POUNDA 770,V C6 '40 24.0, N 42.(), 7 mm LOT 4 9 4-- A ¢r`° FOUNDATION AS-BUILT 101 SUTTON HILL ROAD NORTH ANDOVER, MA PREPARED BY: 0 A. SULLIVAN ENGINEERING GROUP, LLC S T 0 HILL. (781)P.O. BOX 2004 N WOBUR854-8644 01888 DATE; 911116 SCALE: 1"-20' 101 SUTTON RILL. RoAD a I FRaV-�T F-UVAT sOI-J IOl SUTTOM #TILL RoAb MfRTt1131OV£R. ARt -r K-a I-(— i El _ r E-l'. �� �,,.f•, zs \\\ Jdi9 ... .................. FIRST FLpOR PLAN t" -12'41 16.),14 At �...__..— gl.jlyr•B?3 0AF1yxbS lb-o s (ptn Mw Wun mv- n r * D N s � µ .e �. K-i 0 x Fi TeX K iTC1iE►J Ktt?ita6�la'Fs7 �' F bN+1L`! A a N 3•o x 31 p 7 x IP ` voR. {j �k r ` 4•ot,�r ' 2-el►RGRRAcYE � MVbl1/1pY� �GY89 ril�I1R1G ,� �� .yklq�65 c 0 � coI W PORCH 4;B bli omts �dixb3 I -c] q.o 710 4-0 2•n ri•o (,-e L!-v S_ '}_o q_d_ 6-a 1.4•o i xii^a 5•a le- t1.4 sa'1yrMg 3Kilux5� 00 0 tl, ii A..s4:^aicH y 4 M ASTt"R kt&DRoD?1t ��� — - �.1 .��-•�� 'f 0 wntx•�rti � i3B�cau,5 6BDaaaM 4 „ 30114rxe tq.l ly•p t0 CON s h b o 4-0 3,•© 4- q�o o X1.0 4•o g•o I'---a-4----�.-_ _ W 0}102 '$Z HCl ns s), :3n vx 7'M ?.N 1. LTV9d 711ii "9110S 'LQ: a-9t o-ZL o_h► 9 yr g_y y LaR"3cv�iiro �` l 1 � t SVD�C 3�Per9 l 0 iYl 3 tt3 3Y3i n6 O I 4q,11 4L A* 1 O Z4Y8]V..,21� SZ7j,l NO l � '1iPQ[s� SAY�vy� S E ( .i1 .� — — P f v d lo r GN per- If 1 f P�l Ks-r V LOO R F R A tJ1£ 1Z 1 4 _ t I 1 i i I VL® i I! I RL O P R __vim: w43 01 ¢fit(C)f JA - 2w—j 9Ll - i 1 D S I�0 Ij o uVid I ki � xy " { I � ' I � �` � � 3 � � � � €j � Cd•�}c1 x z � „g�, rte;it`d 15`ia;?t� 711 S3�cng`s3 u 'Yt�-6zQ d f31'�b3 TKZ 10-6-16 K'ey"B C a 1,,Juraea 101 Sutton Ili]I rd,N.Andover. 9:40am 1011 CS Bearzi Out I.20.1 %bl3eathEmone 4.11.26.1 Meterials Database 1.516 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: L/360 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' 0.09' 3448 1709 Live Additional Uniform(PSF) Top 01 0.001, 16 0,001, 8.00, 30 10 Live Additional Uniform(PLF) Top 01 0.001, 16 0,001, 0 65 Live Additional Uniform(PSF) To a 0.001, 16 0.001, 0' 8.09' 30 10 Live IT _4 16 0 0 16 0 0 Bearings and Reactions Input Min Gravity Gravity Location type Material Length Required Reaction Uplift a 0,00011 Wall SPF Plate(425psi) N/A 1.509' 4096# 2 16 0.009, wall SPF Plate(425psi) N/A 1.5001, 4096# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 2370ff 1727# 2 237W 1727# Design spans 16' 1.750" Product: 2.0 Rigidl-arn LVL 1-3/4 x 11-1/4 4 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc Minimum 1.60"bearing required at bearing#I 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 26943.# 39992A 67% 9 Total Load D+L Shear 3920A 152254 25% 15.27' Total Load D+L TL Deflection 0.6434" 0.8073" 0301 8' Total Load D+L LL Deflection 03881" 0,5382" 0499 & Total Load L Control: TL Deflection DCII.s: Uve=100% Snow=115% Roof=1250/o Wind=160% Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of Ilreirrespective owners copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIG IJTS RESERVED, -Passing is defined as when the member,floorjoist,beam or glrdeC shown on this drawing meets applicable design critmia for Loads,Loading conditions,and Spans listed on this sheet The desion must be reviewed by a mmlified desioner or desian nrofessional as reculred for anoroval.'rhisdesion ausurnesomduct Installation accordIna to the manufactureessoecificalIMS Oo . „ ,:w:....:� ..�... .:.w�.:....�m... ........::.....o:o�..., :�.... . :........:....... :. -: --- —. ----...... :��.:� w 501 , a �. � . Apo/ OS i i TKZ 10-6-16 101 Sutton Hill rd,N,Andover. 9:49am CS Bemn w.11.26.1 kniBcatnEnpjae 4.11-20.1 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: L/360 live, L/240 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 01 0,00, 14' 6.00" 7' O.Q(Y' 30 10 Live Additional Uniform(PSF) Top 01 0.00, 6 0.001, 3' 0.09' 30 10 Live Additional Uniform(PLF) Top 01 0.00, 14 6.00" 0 65 Live Additional Uniform(PSF) To 0. 0.00.1 114 6.W' 7' 0.09' 30 10 Live 14 6 0 14 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.0001, Wall SPF Plate(425psi) N/A 2,489' 5555# 2 14' 6.009' wall SPF Plate 425psi) NIA 2.311" 5157# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 3746# 1809# 2 344EW 1709ff Design spans 14! 7.750" Product: 2.0 RigidLam LVL 1-3/4 x 11-1/4 3 ply PASSES DESIGN U-1ECKS 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#I 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 47954 114194 41% -0.013 Total Load D+L TL Deflection 0.5996" 0.7323" 0293 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--115016 Roof=1250/o Wind=1600/o Design assumes a repetitive member use increase in bending stress: 4% All product names are tradelTIMI(S of their fesPeclIve Owners Copyright IQ 2013 by Simpson Strong-Tie Company Inc.AILL RIGHTS RESERVED, -Passing Is dellned asWhen the member,froor )oisl,beam or girdei;shown on this drawing meets applicable design coterie forl-mads,Loading Conditions,and Spans listed on this sheet.The desion must be reviewed by a oualified desionerordedon omfessional as reaumed for nonraval.This clasinn assumes nroduct installation accordma to the manufacturers mecilicalions. TKZ ii y Bevvmi 101 Sufforl Hill rd,N.Andover. 11:02a1n loft km13eamEx%inc4.11.26A Materials Datalmse 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: L/360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename: Beam7 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 01 0.001, 24! 0.00" 418 431 Live Additional Uniform(PLF) To 01 0.001, 24' 0.00" 742 0 Snow 0 12 0 0 A 12 0 0 4 0 (2) G 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" 2.555" 5702# 2 12' 0,009' Wall SPF Plate(425psi) 24.000' 7.671" 17116# 3 24' 0,000' Wall SPF Plate(425psi) 24.000" 2,555" 5702# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 2018# 3270# 1735# 2 5767# 9343# 5784# 3 2018# 3270# 1735# Design spans 10' 0.876' IG 0.875" Product: 2.0 Rigidl-arn LVL 1-3/4 x 14 3 ply F%SSE S DESH"I I-ECKS Connect members with 3 rows of 16d common nails at 12.0"oo 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,# 51977.# 22% 5.96' Odd Spans D+0.75(L+S) Negative Moment 17241,# 51977.# 33% 12' Total Load D+0.75(L+S) Shear 6972.# 16341.# 42% 10,99, Total Load D+0,75(L+S) Max.Reaction 17116.# 535501 31% 12' Total Load D+0,75(L+S) TL Deflection 0,0792" 0.5036, L1999+ 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: Uve=100% Snow--115% 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)2013 by Simpson Strong-lie Company Inc A11 RIGHTS RESERVED. is defined as when the member,floorjoisi,beam or girde4 shown on lhisdrawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The desion must be,reviewed by a ounblied clesioner or desian molessional as reauired for anwoval This desinn assumes product insiallation accordion to the manufacturer's smecificalions TKZ 10-6-16 Key,130 C arvam 101 Sutton Hill 1.4,N.Andover. 8:37ar1 loft CS Benin 4M.26.1 kinl3ermilEnoc 4.1116-1 Materials0ratakise 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: 1-1360 live, L/240 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 End Start End Category Point(LBS) Top 8' 0.09' 2449 684 Live Additional Uniform(PSF) Top 01 0.001, 16 0.001, 01 8.00, 40 10 Live 16 0 0 9f 16 0 0 9, Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 01 0.0001, Wall Steel N/A 1.5001, 2359# 2 16' 0.000' wall Steel NIA 1.500" 2359# Maximum Load Case Reactions Used for applying point I bads(or line I oads)to carrying members Live Dead I 1763tt 596# 2 1763# 596# Design spans 16' 1.750" Product: 2.0 Rigidl-am LVL 1-3/4 x 11-1/4 3 ply PASSES DESIGN C11111!IX"OKS 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#I Minimum 1,80"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. 6� Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15844M 299944 52% 81 Total Load D+L Shear 22674 114194 19% 15,27' Total Load D+L TL Deflection 0.5014" 0.8073" U386 81 Total Load D+L LL Deflection 0.3796" 0.5382" U510 81 Total Load L Control: LL Deflection DOLS: Uve=100% Snow--115% 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)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. -Passing is defined as when the member,floor joist,beam or girdet shown on this drawing meets applicable design colons for Loads,Loading Conditions,and Spans listed on thissheet The desion must be reviewed by a aualified de.sioner or desion mofessional as reoulred for aDmcvm.Ibis desion assumesomduct indmilaflon acconlino to the rnrmufaclumrssoeclfcahons, TKZ 10-6-16 K,eyl MINI 101 Sutton Hi ll rd,N.Andover. 8:32arn I of I CS Bemn+1 1.2A.I 1anBewnEm&w 4.1.1.2.6.1 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: L/360 live, U240 total 1.000" max- LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 9.8 PLF Filename: Beaml Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top or 0.001, 14 6.0011 7' 0.09' 40 10 Live Additional Uniform(PSF) Top Or 0.00' O.W, 3' 0.00" 40 10 Live —T— IT )F 14 6 0 01 14 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift I or 0.0001, wall SPF Plate(425psi) N/A 2.440" 3630# 2 14' 6.009' wall SPF Plate(425psi) N/A 2.106" 3133# Maximum Load Case Reactions Used ror applying point loads(or line loads)to carrying members Live Dead 1 2847# 783# 2 2449# 684# Design spans 14' 7.750' Product: 2.0 Rigidl-arn LVL 1-314 x 11-1/4 2 ply PASSES DESIGN CI-1ECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 2.""bearing required at bearing#I Minimum 2.11"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 119534 192271 62% 7.25' Total Load D+L Shear 31054 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- Uve=100% Snow-015% Roof=1250/o Wind=160% All product namesafe trademarks orlheir retpeclive owners Copyright(C)2013 by Simpson Strong-Tie Company Inc,A[L RIGHTS RESERVED. "Passing is defined aswhen the member,flooriolst,beam or girdet shown on Ibis drawing meets applicable design criteda forl.oads,Loading Conditions,and Spans listed on this sheet.The desion mod be reviewed by a nualifie"i desioneror de§on owofessional as motored for antruwal.'This desion as ernes oroduct insiallalion acconfina to the manufacturers snecificaliDirs. Construction Budget and Payment Schedule lot Sutton Hill Road,North Andover Budget Siegel S1ago 2 Stage 3 Roof, Stage 4 Stage 6 Slabs, Total Foundation Frame windows,doors SidingAr-rm orale,sewer . .. - .. Engineering $2,00000 $2000.00 .. $2,000.00' Permits $3,000.00 $3000.00 -..._ $3,000,00'' Site controls $500.00 $500.00 $50000 Clea,grub,strlp $1,50400 .._. $1500.00 Excavate $4,000.00. $40D00D _ $4,OOD.DO Foundation material $10,800.00 $10800.00. $10,800.00: Foundation labor(incl.dampprooting) .$9,500-00 ......... $95O0.00 _.. $9,600-00 Water $3,2.50.40 _. _. $3,250.0.0 $3250.00" Sower $3,250.00 _ _._.. .._.. $3,250.00 $3.250.00 Gas ..__.$0.00 .... ... _ .. .... $O.OD Electric(underground conduits+1.150) $2,500.00 $2,500.00: $2,500:00 Backfill $3,000.08 $3000.00 $3000.00:. Slabs material .$4,260.00 ..... . . $4,250.00 $4.25040. Slabs labor $3,200.00 ......_ $3,200,00 $3,20000 . $3,500.00:. Driveway(gravel prop) $3,500.170 $3500.00 ... ... .. .... ..-. $42,000.00 Frame materials $42.000.00 .. $42,000.00 .. Frame labor $365oom $36,500.00 _.. $36,600.00 Roof materials $5,300.00 $5,300.00 _. _... $5,300.04 Rooflabor $4,500..00 $4,500.00 _.- $4500.00 Siding materials $18,000.00. ...... _$1$,c00.00 $18.00000. Siding labor $12,000.00 $12,()(10.00., ....... $12,000.00 Windows&doors $22,000.00 .. $22,000-00" $22:000.00 Garage doors $5,000.00 __ ....._$5,000.00 $5.000.00 Chimney&masonry(porch) .$12,400.04 ......$12,000.tki.... _. .. $12000Ao Exterior paint $000. $0.40; Walls _ ._$600.0.0 _.... _.. .. _$600.00 $600.00'. Walks and patios $0.00; - . . ..... ._. $0.()0 Decks MOO Hvac - $0.00• ..__ $0.00. Plumbing $0.00_... _ . . ... ..... $0.00 .Electric . .$0.00 CvAC $0.00 Insulation _. _... $0.00. ..... __ $0.00 Drywall/plaster .. ...... MOO... .. ... _... _ $0.00: Boors&trim materials .,. ..$0.00.. . ...... $0.00' Trim labor $U.OD' _.. ... _.., $0.00, Interior paint $000..._... ._. _.... ... $0.00'. Tile material $0.00' Tilo labor ... _.. $0.00 .... - __ ._ ._ $0.00 Hardwood material ... $0.00 . _... $4.00. Hardwnod labor $0.00 $0.00' Carpet .. ...... $0.00. _... _.. _... _ .. $0.00. Cabinets $0.00 Counters $0.40 .. ...._. .__. .. $0.00 Closets .._ $0.00 .. _.. $O.Oof Lighting $0.00 $0.00 Plumbing fixtures .._ $A.qp: _. ......... $0.00: Appliances $0.00 _ _... SOM Misc.interior accossorias/trim $0.00 $0'00. Grade&loam _..$3.500.00 .. _ _.. ...... $3,500.00 $3,500.04 Seed $1.000.00.: ...._. .._ .....$1,000.00 $1,000.00 Shrubs&mulcb _. $0.00" ... ... ... Irrigation $0.00 $0.00. Disposal/demo $1300.00 .... _... _. $1300.00 $1,300AU. ........... _..._ . . IDC(contingency if fee structure) $2,540.00 $2,600.00 52,500.04:. Total $220,450.06 $37800.00 $76500.00 $310.01)00 $47000.00 $25350.00 $220450.f10 Unbudgeted: ... .. _. .. _.._. _'. ..._. _..... ..-....... .. $0.00 _. $0.00 ... _. $0.00' Management Foos: $25,000.00, $5500.00 $6500.00 $4,000-01) $4,004.00 $4:000.0D,._$25,000.00.. Total Expanded: ,,.,..$245,450.00 $44,300.00 $85,000.00 $35,800.00 $51,000.00 $29,350.00'„-4?_45,450.00. y All Inhoxes (2) �r Sent from my Pad CERTIFICATE OF LIABILITY INSURANCE OATEEI,Lt11gdYYYY; ----_----- -_ 6/21/1_IS TEI€&CERTIFICATE 1S 155UE0 AS A NfATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIIIIIIATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS GERTIFfQATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUrHORIZ£D i REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT; If the certificate Holder is an ADDITIONAL INSURED,Me policyfios)must bo endorsed. If SUBROGATION IS WA{VET),subject to j the terms and conditions ofthe policy,certain policies may require an endorsemDnt A statement onthis erdificate does not confer rights to the Certinuote holder in lieu of such endorsemen(s), PRODUCER eONTAGT NA3dE: $anti- ML1riZ'OE? M.P. Roberts Insuzanae A ena vIgNE 5 Y , (9703) 683-8073 i ,Grlm 5978} 083-3147 1060 Osgood Street EMAIL — North Andover, MA 01845 ADDRESS: san4iftprobe_rtsinsurance.com - :. -- — - 1NSUIZR(SZAFFOf1DItiGG9VE_RA_SE___ NAICa U)SUErERA:Essex Insurance Co INSURED IauuNFrt©:Assaciated Employers Insurance _ TKZ, LLC Ir 5uRERC: c/o TOM ZAHORUIKO - — - R:SIIRER_f! 78 GREAT POND ROAD rNsuRERe. .....................,..,.._ NORTH ANDOVER, MA 01845 _ IfAUtiFft F: COVERAGES CERTIFICATENIUMBER: REVISION NUMBER: _ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED UELOW IHAVF BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOICATFO. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT Wrrl•1 RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORBEO BY TW-POLICIES DCSMIEIEO HEREIN IS WOJECT TO ALL THE TLR44S. ; EXCLUSIONS ANDCONtATIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- INSRI !ADDLISURR, POLICY EFF PO31CY E>1P i LTR. iYPEOFili50RANGE 'R R M01 POLI CI NURaER I l.17dtirUfYYYY hY,!lOLYYYYY U47T5 iGENERALLFASILITY ' ;31)X4936 7/Z3/F$; 7/13/16raCt1 OCCUIUiENCES.1,000,000 OAF AGE TU RENTFU .X GCI.rAFRCIAI GF•" Mi.l._L:y11,3TY E - = I PRENISES S[o exert Ie:. y 50-000 .. I :'CG�Ih75 57897; ){ OCCUR : ' 5.000 - I i _!FU F.YF fArr,unl per r I i PERSWAL&ADVIN}UHY :S 1,000,000 j I I 5 2,000,000j c;EN'LApr.7trsATrleuTnPPI-ti:srl�R i ! ;PRUtsucrs-rnrr,gPnc;G` POLICY`.... PNO- LP" XI AUTOMOSILELEADJUTY t GUYtIiN7.11 SINGLE 1,Ildll ��, dFs:¢cuhh) I S ANYAUTO III I DUD:LY IN.SSSRY[Par Fnr..nn) ALLOVWkU SCIILUULLu E eOOlLYIN3iFRYlPrir J-r,�a:r:Pi S - - AUTOS AUTOS { _ NOMM—W n I i'RC11'ERFY F)Pt igli( - I _HIRF.DAL1105 AUIU9 - :{Yrr.�[ee;<•r•i) WEIRELLA LIAR 01I:UR [ LAGii rICCUrlrtl.Nr.E i _...._EXCESS LIAQ f:Ln11.15.1'a1EY' AGC%LJkif OEO ItkTFN 11UNa ~S la VaORREIISCONPENSATIDN WCC500500G517-2014At 1G/1/15 lfl/1/i6:>, _..aa +i�niits.. .0 ii AND rMPLOYERS'LIAE3ILITY YIN 'M1YPROPMEIORIPAft7h;ERR:7(ECUiRcE I FL.f:A(;n ACGLI N( �5 1,Of1U,{IQD nrrlretm�:I�'7rntxcl€xat:9, NfAI €)aarrla lory mNNt I , T.I.OISLd"_LA EIN'I i:uPl":S 1,000,000 j - Ity•s tr.,hcundnr ; UESCRIPHON OF OPLRA[IONSWc %v ! I EL.DISERSE--POLICYLI6111 7.,000,000 I ......... I UCSCRIPYIUN tlF OPERAT10r75 rLOCATfO*rS fVtrne;.E.ti tanrlh ACORir 1al,Aruluon•I gem.rks Schedule,it mora yPrca is re r{u rM) ����- I 1 I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES13FCANCELLEDWou I TH9 EXPIRATION UAIE THEREOF. NOTICE WILL kir OEUVEREO IN T047N OF NORTH ANDOVEtt ACCORDAHGE WITH THE POLICY PROVISIONS. 13UILDING Dr-PT € 1600 O$GOOD SrR82T MrSMT A1/y��f) rµ NORTH ANDOVER, M& 01845 (t f Oc 19BO 2010 ACORD CORPORATION. All rights reserved.r AGOR0 25(2010105) The AG ORD Dame and Ingo are registered marks otACORD Phone: Fax: E-Mail: i NOTICE NOTICE TO TOa EMPLOYEES �{} �� , g��� EMPLOYEES v 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.0. 13=4070 Burlington, MA 01803-0970 ADDRESS OF INSURANCE COMPANY WCC-500-5006517-2016A 10/01/201 6 - 10/01/2017 POLICY NUMBER EFFECTIVE DATES 1060 Osgood Street M P Roberts Insurance Agency North Andover, MA 01845 (978)653-8073 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 REST MEDICAL FACILITY HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-055497 Construction S€.:pevvisor THOMAS 0 ZAHORUiKO ? e' 4 HIGH STREET SUITE 209 t i= NORTH ANDOVER MA 09845 ` r-j--^,K CA-- Expiration: Commissioner 04/0512018