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HomeMy WebLinkAboutBuilding Permit # 6/29/2016 %AORT11 BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION 0 I... Permit No#: Date Received TE ATE rl- Date Issued: "Icw IMPORTANT: Applicant must complete all items on this page LOCATION (ep(92 (_L "A �LYUP v(_)0""Q' Print PROPERTY OWNER 2, L(, Print 100 Year Structure yes np MAP PARCEL: M ZONING DISTRICT: Historic District yes Machine Shop Village yes n,p,,.,,) TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential KNew Building ff One family [I Addition Ll Two or more family Li Industrial ri Alteration No. of units: 11 Commercial Li Repair, replacement [I Assessory Bldg 11 Others: El Demolition El Other DESCRIPTION OF WORK TO E PERFORMED: ov\s ilcz,(` 77 F . 1­(­�ky,z , 5` n,)6'1cw, Identification- Please Type or Print Clearly OWNER: Name: J- 2, Phone: -( Address r. Z"o 0 wq,� '[kA Phone: Contractor Name: _T""�\6AAS Email: C_O�L( Address: Supervisor's Construction License: Exp. Date: /s 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: $ 6n.). Cpe ­ v,.��est�6 c4i) -FEE: $ 5'736, 4 1 VY) , 22-6 S Check No.: Receipt No.: NOTE: Persons contracting with unregistered coglractors do not have access to the guaranty nd 5% --o's......I 0 NORTH Town of2 ndover ® ® 005 T if 21,26 1(jo , : LAKE 1-7 h , ver, ass, A COCHICN@WICK ORATED PP�'�,c� V BOARD OF HEALTH Food/Kitchen PEItMIT T LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR .................. ............ ...................................................................... ..... . ... Foundation has permission to erect .......................... bu' rigs on ..... ...... .... ...... ..... .. . .... .. ..... ........... ® � Rough tobe occupied as ............ . . ..... ........ ..... .... .......... ........................................................... chimney provided that the person accepting Is permit shall in eve espect conform to 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 EXPIRESPERMIT IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONS TIO Rough Service 5AO ..... .......... ..... ....... BUILDIN P TOR y GAS INSPECTOR Occupancy Permit eguired to Occupy a kiln Rough Display in a Conspicuous Place on the Premises — ®o Not Remove Final No Lathing r Dry Wall T® Be ®one FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. e4 to yr e�� 2013 JUL -3 Pii 1. 08 ,,_ :a Town of Novi~Ai dovex Office of the Planning Department xn Community Development and Set vices Divas Rl ii µ * 760D Osgood' tCeE't �S�SACNUS�: `� "f'S K sS+�CHil�k` North Andover,Massaehmetts 01845 This is to omify that twenty(20)days NOTICE OF DECIRON have elapsed from date of decision,filed without ng fen ea�0 k Any appeal shall be filed ddy+ty A, Ilaw with�i A (20)days after'the CA dark date of filing this notice in the office of the Town Clerk Date: July 2,2013 Date of Hearings: June 4,2013,June 7.8, 2013. July 212013 Date of Decision., duly 2,2013 petitioxa o£: TeeWical Training)Foundation,North Andover,MA, 01845 , PrexWses Affected- Adjacent to 1665 Great Pond Road,North Andover,Massachusetts,01,845. Assessor's Map 62,Parcel 19 and Ncated in the Residential 1 Zoming District. Referring to the abovo petition for a Watershed Special Permit from the requirements of the North Andover ,honing bylaw,Sections.4.136.3.e.ii.(1),4.136.c.ii(1)(2)(5)&10.3. ' So as to allow the construction of a single family dwelling unit and driveway, the doznolition of an existing sized,the installation ofutilitios,stozinwatere wauageznent facilities and associated grading on an undeveloped parcel within 100 feet of a wetland and within 250 feet of Lake Cochichewick in the Non- Disturbance and Mon-Disoharge Zones of the Watershed Protection District. After a pmblie Bearing given on the above elate, and upon a motion by lD. Kellogg eud 2nd by M. Coiautonj to APPROVE the Watershed Special Permit for the Watershed Protection lDisWet as amended and based upon the following couditions, Vote was S—0 in favor of dote application. ,F Pob inningB'oa�rd u Siluons "Ohael+Colautotui t Lynne,Rudnicld Lora MoSherry �;r,; '1`7'k��33''• r Dave Kellogg A • T�actirn:Ct�a•k . ` E .y ` Adjacent to 1665 Great Fond Road Map 62 Lot 19 Watershed Special Permit--Construction of New Single Family Residence tuly 2,2013 ii. The remaining funds will be released when the project is complete and after an as-built has been sithmitted. Tile inial release will require that the applicant meet tiro conditions as outlined in section 6.a of this decision. c) The applicant shall desiglzate an independent Construction Monitor who shall be chosen in consultation with the Plaiming Department staff. The Comtruction Monitor shall submit weelay reports during the entire duration of the project and must be available upon four(4)hour notice to inspect the site with the Planning Board staff. The planning Staff may reduce the frequency of reports upon review of such a request from the applicant. d) A11 erosion control measures as shown on the plan must be in place and reviewed by the Town Planner and Conservation.bepattWeztt. e) A pre-construction meeting must be held with tho developer,their cpn5tr trclXpn employees,Planning and Building Department(and other applicably departments)to disarms wheduting of inspections to be conducted on the project and the construction schedule. f} .Any new landscape area will be confined to those areas that are inside the Limit of Cleating, as drown on the 1'lan< The soil should have a minirnutn of 6 inches of topsoil and where possible, native vegetation should be planted. Fertilizers are limited to those which are either orgaWo or slaw release nitrogen and pijosphorous-free. 6) prior to fi nal x eiiease oftlre]'erfo�rnratice Bond: a) The applicant shall submit an as-built plan stumped by a Rogistered Professional Engineer in Massachusetts that shows all aoxtsirttc€ion, inc ludirrg storm water in itigatiorr trenches and other pertunent site features. This as-built plan shall be submitWA to the Town Planner for approval and must be provided in paper form as well as in SDF(Standard Digital File) format. The applicarrt must also submit a leiter from the architect and engineer of the project stating that the building, landscaping and site layout substantialty comply with the plans referenced at the end of this decision i as endorsed,by the.planning $pard. This as-built plan shall be submitted to the Town Planner for ` approval. b) The Planning Board mast by a majority vote make a finding that the site is in conformance with the approved plan. 7) The ffa:aeawxter nnzst provide for rnaintemarrco of the stone trench along the driveway, which witl i include sweeping of tiro driveway and removal of debris,as needed. 8) No open burning shall be done except as is permitted during bmili;ng season under the Fire Depatmextt regulations. l 9) Tike Contractor shall contact Dig Saf'o at least 72 hours prior to cornMencing excavation. r 10) The provisions of this conditional approval shall apply to and be binding upon fire applieamt, iYs employees and all sncrGessors and assigns in interest or contr(l. 11),This,Special Permit approval shall be deemed to have lapsed on July 2,2015(tivo years front the date of issuance) exclusive of'the time required to pursue or await determination of any appeals, unless substantial use or constraction lass commenced within said two-,year period. Substantial use or 0411stMetion wilt be determined by a majority vote of the planning Bond. 0 iHfJ1 COMMUNITY AND ECONOMIC DEVELOPMENT DIVISION Building Conservation Health Planning Zoning Watershed Special Permit—Extension r Date of Decision: June 19,2015 Applicant: Glenn Saba, Century Builders,Inc. PO Box 907 Methuen, MA 01844 Property: 1665 Great Pond Road(Map 62 Lot 12) Technical Training Foundation Trust 1429 Osgood St. N. Andover, MA 01845 Project History: A Watershed Special Permit was issued for this property on July, 2, 2013 and recorded on 10/22/14. The notes on the decision(11) reference a lapse of permit on 7/2/2015 if the project has not commenced within that time. Findings: A. The property owner requested on 5/22/15 an extension due to the slow economy. B. The property owner signed a request letter on 5/20/15 for Glenn Saba to appear on their behalf, Decision: Following a discussion at a public meeting(6/2/15 &6/16/15)of the Planning Board, it was moved by L. Rudnicki, seconded by P. Boynton and voted in unanimous favor that an extension of the Watershed Special Permit for 1665 Great Pond Road(Map 62 Lot 12)be granted for a period of one year. Cristine reetham,Town Planner On behalf of North Andover Planning Board John Simons Lynne Rudnicki Lora McSherry David Kellogg r 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.680.9531 Fax 978.688.9542 Web www.townofnorthandover.com 4 Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-055417 i THOMAS DZAHORUIKO 4 HIGH STREET SUITE 201 NORTH ANDOVER MA 01845 pi ration: ommissioner 04/05/2018 eoe(D Verizon LTE 10:00 ALM 83% SIE AH hboxe11 P F41 Sent from my Pad A CERTIFICATE OF LIABILITY URANCE THIS CERTIFICATE IS ISSUED AS-A MATTER O1"INFORMATION ONLY AND CONFERS NORIGHTSUPON THE CERTIFICATEIHOI_DER. TI�1 -- _ --. 6/2.1/16 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($), ALJ'I'NORIZED REPRESENTATIVE OR PRODUCER,AND THE CERl-IFICATE HOLDER. ll IIl1PORTANT: If tha ce icate holder is an ADDITIONAL INSURED,the Policy(ios) must he endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the Policy,certain policies may require an endorsement. A statarnent on this cal-tifirate does not confer right,to the cortificatc+IToider TRI iieu of such olxlorseniolI s. pRDrxc:ER NAME: Sandi_Munroe M..'. Roberts Insurance Agency PHONE. c roar rxt1: ___..0.7 _...,. FA A a7g).._633 L3 I ,rR{ '078) 6113I 3147 1060 Osgood Street AUDITL �ncii @nL nnDneArs proberT in.sur ance.earn North Andover, MA 01.£345 INSURCP(S)AFFaRDiNoCOVERAGE NAIC0 _ 1 INSURERA:Essex Insurance Co ISUREO INSURERH:Associitect Eiripl.ovr-rs Insurance TKZ, LLC INSURER C: c/o TOM IAHORUIKO INSURER D. '78 GREAT POND ROAD _ IrdsURETL E: NORTH ANDOVER, MA 01.1745 IrR.sL1RI°rI F COVERAGES CER'TIFICAT'E NUMBER: REVISION NUMBER: TI41S 15 16 i '"?R`I'IFY TI IAT Yll( POd. ';'ir`,0_F IN47U[tANC LISTFD L-uLC,)IN I IAV..01I N ISSLH:1.7 TO 4_1 IINSURE[)T`JAM_FD A-BOVL tOR l IIL.11-0, Y' I'EFd'01) � INDK,AIFD. NOTWI'TY3S'I"ANDING ANY RFOUIRE,MFNr,'IERM OR C'ONDI'I ION OF"ANY CON"IRAG'R OR OITIF.R DOCUMEN-1 WI I PF SPI"(.'T 10 VVI 11131 1I-II'S' 1 CER'TIFKA'TE MAY BE.IRSUED OR MAY PERTAIN,T'I IF IN,'.-A)RANCFI AFFORDED 13Y'I R.' I Ot ICIES 1 USCRIIFED I IERFIN IS S1,10JEC;T TO At.L TI IF `I ERM,S, FXCLU IONS AND GONI.7IY"IONS OF SU(a 1 POI]CIES,1.IMITS SHOWN MAY HAVE 13FEN REDUCE[)HY PAID CLAIMS � IrJBR "AWL Suns Poucy Err policy Exp Ln¢ L DI InselcAracr IN51'�1,..VYYT7.. .._.. .,...!'.crucyrtUmDLrt._........._._.. Ir^aIIN'yyvvvl.�_tnro ibrvvrYrl.. 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I FUJI OC(:UNNI NGI Lxf7l'S til IArI CLAILIS,,NNDra� Albflrat(uAfI I MAPMMRKER COMPENSATION r . __._-- w e YO/L/171, aD/1/aCrl W( I1 WCC 717('751)1,76, 1 7 ?(�):#4A X i0 if LIHL1., �D EM111C9YI la.r 1,IAHILITY YIN j ✓R(acrN�liu.wRn�narrN r ttx[,c,UrlA WAr 1 I At HA((ftOl 1,0(10,0011 ON rt(I FOX LIM R I X(A U 11 D`7 ("I ar.r,M(y in Nfl) rlDI.IMA 1AIP/ lOyrt ...,0(10,0(70 11 t a(Irr{IIr 1Y91rf U frau nflN f-fNi rn ION r I,v{ ........ r F_!r_j :,�_r CIS i( r.IN�Ir.__.._1.r 4)C)t7((7017 I rESCRIMIONC1f0HRATIONSI LOCATIONS (ANl-hAfaCYNC11p9,A{ rr{n'reel RoawiIA cliureruN,n,it rv7arue erxYc(�Iw r++qd null �.. CERTIFICATE HOLDER µ� m� CANCELLATIONS � W SHOULD ANY OF'RHE ABOVE DE SCRInED POLICIES DE CANC ELLE 1)PFrOITF, TLIE .EXPIRATION DATE 'THEREOF, NOTICE WILL UR DELIVERED IN TOWN OF NORTH ANDOVER ACCORDANCE WITH THE POLICY PROVISIONS. BUT..T,.DING DEPT 1600 OSGOOD STREET AurIIDRIx'o Er>nesrnarAl r �'� NORTH ANDOVER, MA 01845 _ _............. ..._ ............... �.((� _ _.._.._.,... Cil 1000.2.010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: TIO-902. �(o -AT Pc» RR D i ,� •—�T—�--�^—�--�—� _7 �—� ,� _ '� , I---'--_'tel �i I II it II _ �I J I 7 LLLc 1 Tj 1 g 3_ 1.L j Ll Ul —t n fW t ry i(o(o 901,11) Ro AZD I 1 i ZF �i IFTrr S' J � ,- � - �✓ ,I �. I iv - (0�0-0 _� _.I5-o _ } 6-0� l it-.�s 1 !DIoI'S• � `R-o CD.os)� !-lo-o � 5w_ 0 ^ EU I Y r-A,nlw B- bwuaG 3-911 I❑ 9 n M 1 L L*c4�o x�3 SEU"n�u.2 — f++RSTER 6e�Ree l SSI Qi I] CUV EAEO bGGk �� II 14-0 l9-o U-,d - •. `/ �l � `ty`/a>��. 68x65 f3-o 22-fo 0� !p N GA>lv Roo)A l aI 0 0 3-C A2 G � M Q v o 1.13RQIYY�- FL_CY�6V 65Y ` ,I '., FOY�F� OPV Icc na o ly-O s o - �i I 61_x8 it t� 03G5 r-- F!nST" �1_bOR ��l-Ahl FIRsi C1-�OIZ t00o sF Ecco Nil�-L.00l'� 191-18 SS� VOT AA_ Z l2$ sF `r L7Gwe; it LTi 3 Ssd coo T C> SCcp Nb P. I l� I =i-. - - --=� I - aize'ol$fl� I xtolb I I I I ALS k Q®lb° O I _ I I I I i II I i s r I �scc <ur�li�-e7S tiv� 1.VL'S� a� U1 `2-dr --- _ - -I�-- ib _ -_ __. � 'ci�a�ri•tAG�re4T(_ I I I� T - a I'Q �WTi'C^NtoT-- - - Sa7;V:QC`6 -7k-a— I_�—__ ' ��oa�Zj 511�ft dad C`YQ!'d-?n SCUT - �r9Ki`�li�d s .N'q'Et 513 T. _ �i53�1sv''ld��iltic"am� rZ/� _ — c !N3/v�Ceol.L�6csctT r_. ..�.• Y . I �I -' 919n94c S'Y�7'2f/.SZ I C,SN nqQlLf1('r.u7 Home Energy Rating r Property HERS E TKZ LLC Rating Type: Projected Rating Certified Energy Rater: Peter Virchick 1661 Great Pond Rd Rating Date: 6-21-16 Rating Number: North Andover,MA 01845 Registry ID: Based �� RL Estimated Annual Energy Cost Rating: Use MAABtu Cost Percent E S In ex: 53 Heating 38.2 $1745 46% GeneralCooling 8.4 $136 4% Conditioned Area 3094 sq. ft. House Type Single-family detached Hot Water 5.2 $433 11% Conditioned Volume 25930 cubic ft. Foundation Unconditioned basement Lights/Appliances 27.9 $1345 35% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $137 4% echanical Systems Features Total 79.8 $3797 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. I CrSter9a Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 123.76 CFM25. Ventilation System Exhaust Only: 55 cfm, 22.0 watts. Programmable Thermostat Heat=Yes; Coal=Yes Building Shell Features Ceiling Flat R-44.4 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.280, SHGC: 0.250 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Conservation Services Group 50 Washington St Lights and Appliance Features Suite 3000 Percent Interior Lighting 80.00 Range/Oven Fuel Electric Westborough, MA 01581 Percent Garage Lighting 0.00 Clothes Dryer Fuel Electric 508-836-9500 Refrigerator (kWh/yr) 637 Clothes Dryer EF 3.01 www.csgrp.com r d Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: RE;/Rate- Residential Energy Analysis and Rating Software x.14&6.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TKZ, 6-20-16 1661 Great'Pond Rd.N.Andover, 2:07pm l of t CS Beam 4.11.26.1 krnBeamFntgine 4.11.26.1 Materials Database 1516 Member Data Description:Meader Member Type: Beam Application: Floor Garage Door Meader 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: 12.5 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 19' 6.00" 0' 8.09" 40 10 Live Additional Uniform(PSF) Top 19' 6.00" 32' 0.00" 0' 8.00" 65 15 Live Additional Uniform (PLF) Top 0' 0.00" 19' 6.00" 0 80 Live Additional Uniform(PLF) Top 19" 6.00" 32' 0,00" 0 40 Live Additional Uniform(PSF) Top 0' 0.00" 19' 6.00" 0' 8.00" 30 10 Live Additional Tapered(PLF) Top 0' 0.00" 19' 6.00" 0 80 80 0 Live Additional Uniform PSF Top 0' 0.00" 19' 6.00" 1' 8.00" 55 15 Snow 196 0 1260 Q Q 3200 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" 2553# -- 2 19' 6.000" Wall SPF Plate(425psi) 36.000" 2.270" 5064# -- 3 32' 0.000" Wall SPF Plate(425psi) 24.000" 1.500" 349# -433# Maximum Load Case Reactions Used forappiying point loads(orline foods)to carrying members Live Snow Dead 1 861# 680# 1397# 2 22529 1140# 2520# 3 3999 -208# 499 Design spans 17' 6.875" 10' 6.875" Product: 2.0 RigidLarn LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN (31EC'0'KS Connect members with 2 rows of led 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 434lbs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8278.# 21845.# 37% 8.96' Odd Spans D+L Negative Moment 8229.# 21845.# 37% 19.5' Total Load D+L Shear 2927.# 9642.# 30% 19.49' Total Load D+L Max.Reaction 5064.# 80325.# 6% 19.5' Total Load D+0.75(L+S) TL Deflection 0.6033" 0.8786" Ll349 9.83' Odd Spans D+0.75(L+S) LL Deflection 0.2977' 0.5858" L/708 9.83' Odd Spans 0.75 L+S Control: TL Deflection DOLS: Live=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 their respective owners Copydght(C)2013 by Simpson Slmng-Tie Company Inc.ALL RIGHTS RESERVED. `•Pasdng Is defined as when the member,floor#'o19.boam orandec shown on thisdmwino meetsaanlicable deshm cdteda for Londe Lmdmo condiuo-and spans adad on IN. nnt. 1ne eeSlgn MUM be teviewetl by a luenlibd designerordesign processional as required(or approval.This design assumes product installation according to the manufacturers Leclfications. TKZ 6-20-16 1661 Great Pond Rd.N.Andover, 2:50pm �y I of 1 CS Bern 4.11.26.1 kmBeaniEngine 4.11.26.1 Materials Database I516 Member Data Description: Member Type: Beam Application: Floor FIRST FLR EXT WALL BEAM Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Cade: 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: 15.6 PLF Filename: Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End start End Category Additional Uniform(PSF) Top 0' 0.001, 10' 0.00" 8' 0.00" 30 10 Live Additional Uniform(PLF) Tap 0' 0.00" 10' 0.00" 0 80 Live Additional Uniform(PSF) Top 0' 0.00" 10' 0.00" 8' 0.00" 30 10 Live Additional Uniform PSF Top 01 0.00" 10, 0.00" 16' 0.0011 55 15 Snow 10 0 0 D � 10 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.0001' Wall SPF Plate(425psi) N/A 3,537" 7891# -- 2 10' 0.000" Wall SPF Plate(425psi) N/A 3.537" 7891# -- Maximum Load Case Reactions Used forapplying point loads(ortme loads)to carrying members Live Snow Dead 1 2636# 4464# 2565# 2 2636# 4464# 2565# Design spans 10' 1,759' Product: 2,0 RigidLarn LVL 1-3/4 x 11-7/8 3 ply i" S S E�'� DESIGN CI iEC KS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE: Nails must be applied from both sides Minimum 3.54"bearing required at bearing#1 Minimum 3.54"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 20016.# 38173.# 52% 5' Total Load D+0.75(L+S) Shear 6352.# 13861.# 45% 9.57' Total Load D+0.75(L+S) TL Deflection 0.2531" 0.5073" 0481 5' Total Load D+0.75(L+S) LL Deflection 0.1708" 03382" U712 5' Total Load 0,75 L+S Control: Positive Moment DOLS: Live=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 Ine.ALL RIGHTS RESERVED. "`Passing is danned as when the member,goorloist.boom moirdet Shown on this d—ins meets npplinoble dosion cdtada far Loads.Loadino Condiaons.m,d spans amend an this shoo L. 160 datign Must bo wimod by d gdeligt;d designer ardeslgn professional as required for approval.This deign aswmes product installation according to the manufacturers specifications. % TKZ 6-20-16 1661 Great Pond Rd.N,Andover, 2:53pm CS Beam 4.11.26.1 1 of I kmHoanrEngino 4.11.26,1 Ma'e'm'srtatabasa 1516 Member Data Description: Member Type: Beam Application: Floor First Fir Int Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Laad: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: 0360 live, 0240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: Beam3 ether Loads TypeTrib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 10' 0.00" 10' 0,00" 30 Additional Uniform(PLF) Top 0' p.00" 10' 0,00° 10 Live Additional Uniform PSF To 0' 0.00" 10' 30 65 Live 10 Live d 1000 1000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 3.974" 5912# 2 10' 0.000" Wall SPF Plate(425psi) N/A 3.974" 5912# Maximum Load Case Reactions Used forapplyfng point loads(orline loads)to carrying members Live Dead 1 4160# 1752# 2 4160# 1752# Design spans 10' 1.750" Product: 2,Q RigidLam LVL 1-3/4 x 11-7/8 2 ply 1"ASSES DESIGN C 1 4 C K Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 3.97"bearing required at bearing#1 Minimum 3.97"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 14995.# 21278.# 70% 5' Total Load D+L Shear 4759.# 8035.# 59%d 9.57' Total Load D+L TL Deflection 0.2844" 0.5073" 0428 5' Total Load D+L LL Deflection 0.2001" 0.3382" U608 5' Total Load L Control: Positive Moment DOLS: Live=100% Snow=115% Roof=125% Wind=160% All Product names arc trademarks or their respective owners CoPydght(C)2013 by Simpson Strang-Tie Company Inc.ALL RIGHTS RESERVED. "Passing Isdenned aswhen the member noorjoi0,beam orgi di C shown on rhlsdrowing meotsopphooblo design careda for Leads,Loading Conditions,and Spans listed on this shoot. Tho design must be reviewed by a qualilicd designer or design pmtesdonal as required for approval,This design assumes Product installation according to the manufacturets acifications. TKZ 6-20-16 1661 Great Pond Rd.N.Andover, 3:40pm 1 of 1 CS Beam 4.11 26,1 G') kmBeamEngine 4.11.26.1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor Second Fir 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, L/240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: Beam4 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Ta 0' 0.00" 14' 0.00" 16' 0.00"' 30 10 Live 14 O 0 9- 19 14 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.0001' Wail SPF Plate(425psi) N/A 2.237" 4991# -- 2 14' 0.000" Wall SPF Plate(425psi) N/A 2.237" 4991# -- Maximum Load Case Reactions Used for apptying point loads(or line loads)to carrying members Live Dead 1 3676# 1313# 2 3678# 1313# Design spans 14' 1.759' Product: 2,0 RigidLam LVL 1-3/4. x 11-7/8 3 ply PASSES DESIGN GFIEC'PliS Connect memberswith 2 rows of 16d common nails at 12.0"oc NOTE: Nails must be applied from both sides Minimum 2,24"bearing required at bearing#1 Minimum 2.24"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 176494 33194.# 53% T Total Load D+L Shear 4292.# 12053.# 35% -0.06' Total Load D+L TL Deflection 0.4339" 0.7073" U391 7' Total Load D+L LL Deflection 0.3197" 0.4715" U630 7' Total Load L Control: LL Deflection DOLS: Live=100% Snow=1150/o Roof=126% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% All product names am tmdemarks of their respective owners Cbpydght(C)2013 by Simpson Strang-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the momber,aoorJoist.beam orpirdeq shown on ihis drawing meets applicable design errand for Loads,Loading Conditions,and spans listed on this sheet. The design must be reviewed by a quallfikd designer ofdeggn protesstonal as required for approval.This design assumes product installation according to the manufacturers ecificatlona �%ORTH 1 1 , BUILDING PERMIT -�-eo 6 6 TOWN OF NORTH ANDOVER to APPLICATION FOR PLAN EXAMINATION Date Received ZED Permit No#: C Date Issued: omplete all items on this page IMPOIZTANT- Applicant must c LOCATION 69-- I ,)J - Print PROPERTY OWNER -T 1<7 LLC, P * t 100 Ye r Struc re yes C no NING DIS RI —Histo is Distri t ye F no 2 PARCEL: MAP yes C15 Ma ine Sho Village TYPE OF IMPROVEMENT P OPOSED USE Non- R sidential R sidential ,K 'One familyNew Building L1 r more f mily 0 Indu trial [I Addition o. units: 0 Co mercial El Alteration 0 Oth rs: Ei sensor BI El Repair, replacement 0 y g El Demolition [I Other k�w",b Ir.I 2 N®R', LN '�,,eWR"9Rq1, 11 -," - DESCRIPTION F K TOB PERFORM -KIM Identification- Please Type or Print Clearly P one: OWNER: Name: <L U ,(- Adidress: 55L �,,4 Contractor Name:----L -his h Phone: Email: ,-ail m.ail: --1-z e, ........... F [Address: q Exp. D a,ite: /A./Jff Supervisor's Construction License: Home Improvemn.t License Exp. D oje.: ARCH ITECT/ENGI NEER PhoneJ, Reg. N Address: = FEE SCHEDULE:BULDING PERMIT.'$$92.00 PER$1000-00 OF THE TOTAL ESTIMATED co T BASED ON$125-00 PER S.F. Total Project Cost: $ reii=:b�K)JUy FEE: $� Receipt No.: Check Persons conh No.: acting with unregistered conft�tctors do not have access to the guaranty I fu d NOTE: L PIans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer 9 Tanning/i/Iassagc/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ PeimanentDmnpstez on Site ❑ THE FOLLOWING SECTIONS FOR OEF IAC®I�I�I E ONLY INTERDEPARTMENTAL SIGN OFF I)nI' PLANNING & DEVELOPMENT Reviewed On '`�zo g N•T S n u +a (�-�c� c� ��cwt iss�m�Q r2 COMMENTS J CONSERVATION Reviewed on /I Si nature COMMENTS oc < S-S —DEP 242-I Reviewed on Si natuHe�i 'Auw HEAI�T[� , COMMENTS 11Aly"i<-L Do,, 1 Appeals:Variance, Petition No:2d�-a0 t Zoning Decision/receipt submitted yes Zoning Board of App C t Q Planning Board Decision: -'kk3 Comments Conservation Decision: -Y"/13- Comments s Tater& Sewer Connection/Signature& Date Drivewa Permit ✓ . G DPW Town Engineer: Signature: �7/4-111-1 � � Located 384 Osgood Street FIREDEPAR�TiNIEiVT . es P p ,Tern Dum sten on site y, 1 3 ,nog Located'at 124 Main Street `"'v i F6 0 3„D`_epartrnent`�ignature/elate f Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. ZZ2(p Total land area, sq. ft.: ELEGTRIGAL: Movement-of dieter 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-- Gorr department used no F� LJ Notified for pickup Call Email Date Time Contact Name DocHaiiding Permit Revised 2014