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HomeMy WebLinkAboutBuilding Permit #087-2017 - 1665 GREAT POND ROAD 7/28/2016 BUILDING PERMIT D O�ti'T"`'E16 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Q-�7 w 1• Permit No#: ��1 `� 1� Date Received �1R'°+areo °ay4y �SSACHUSE'C Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION (, S 6 I-emil Print l PROPERTY OWNER I K?,- LLC Print 100 Year Structure yes MAP �Z PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes. TYPE OF IMPROVEMENT, PROPOSED USE Residential Non- Residential :K New Building -,KOne family ❑ Addition ❑Two or more family ❑ Industrial ❑Alteration , No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other _ r _ r _ Septic o 41Nelh ❑{F„loodplain :p Wetlands ❑ 1Nate shed�Distnct77 ' Wates/Sewer r. °max ` _ i� _ 7� DESCRIPTION OF WORK TO BE PERFORMED: C%Iko PERM VT 61 013 Dov h?1a1J PffR�t 17- 032-20 Identification- Please Type or Print Clearly OWNER-., Name: T k_ R LCC Phone:77W- i�. Address: % 5�,I'te 00Z, t- 46 A4&r 1"`, . d 5 Contractor Name: �it �r�lt Phone: Email: Z� Address: e D k Supervisor's Construction License: d S S 1 Exp. Date: 111r1a Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. 2 FEE: 4.} o (I-oo-rer'.) Total Pro'ect Cost: $ 3�{ � . $ 1 b 1 J 0 Check No.: 60 U 7- Receipt No.: Z�`P(Dq NOTE: Persons contracting.with unregistered c tractors do not have access to the guaranty nd Plans Submitted,� Plans Waived ❑ Certified Plot Plan Stamped Plans ❑ F F SEWERAGE DISPOSAL ewer Or Tanning/Massage/Body Art ❑ Swimming Pools El Tobacco Sales ❑ Food Packaging/Sales El Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF o lD FORM i PLANNING & DEVELOPMENT Reviewed On -112-1I b Sig e )0*7 COMMENTS �' �' •rte�:S - l�Ib�c� CF 8f--N S ZD l(o CONSERVATION Reviewed on nature COMMENTS W�r-��� t Dov sz� w�-�'�c .� A-v .HEALTH view Signature COMMENTS A/( Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW'down Engineer: Signature: •— -- Located -384 Osgood Street FIRDE E ARTIVIENTernp Dum ste onsite es<' , �� -Jr , pY> � no Located Mpt 124 Main Streett Z-N F e d �n e�nt�sagnat e% + � C_ 71 3 .fit 4 a z is€y�rr a y fo tib.�`ts '»' p'p t f-.w�C Mmension jNumber of Stories: �(2 Total square feet of floor area, based on Exterior dimensions.2736 SIF Total land area, sq. fit.: I ELECTRICALMovement of Meter location, mast or service drops requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$10o-$1000 fine NOTES and DATA— (For department apse) I, f-g Fr SS' IUG O o 40 vT, S (o t2S 17_5% ,j Cat Z ate tkdt E: DUE o les • e 1 Ud 4 -b0 ®Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 i Dmmensmon V Number of Stories: Z Total square feet of floor area, based on Exterior dimensions.Z736 SIF Total land area, sq. ft.: @3q, 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 apse) T 11 f-V oQ 1050 SS, floc g� v7, S (o x Cat 3 Z at® . � �a,� X02 1 b�• X� e flu F OLi 1 les e 1 vd 16 eT F oar( -do ! i ® Notified for pickup Call Email I t Date Time Contact Name �Doc.Buildina Permit Revised 2 ^' b 014 I ; 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 pr to issuance of Bldg Permit IS OTE: All dumpster permits require sign off from Fire Department p Addition Or Decks 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 IS OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit i New Construction (Single and Two Family) 4 Building Permit Application i 4- 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) 4, 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 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 m ust be submitted with the building application r Doe:Building Permit Revised 2014 i LocationAle No. '" -E�l Date 2e, � R '` • TOWN OF NORTH ANDOVER 0�3 Certificate of Occupancy $ ie Lam- Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee $ TOTAL ALO Check#6W r y C 6 Building Inspector09 t . c6fo5 Gi4*t LOT 'Rpm w meq/® �y 299345 Seiy}. e PRoPaStb Nj z PR.OQ�kN� 6; 20' TOP FND. =139.39 V-3if 26 3�:z j ' EXISTING �� FOUNDATION N 30.9' sz' I o tD N N > 00 N � O e— O � OD O N I L=61 .09 �! 88.91' N83`45'43"W R=1030.01 ' GREAT POND ROAD I HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD SURVEY, CONFORMS TO THE SETBACK REQUIREMENTS OF THE NORTH ANDOVER ZONING BYLAW AND IS NOT LOCATED IN A FLOOD HAZARD AREA. P:\12\12-32\dwg\CERTA.dwg REG. F. LAND SURVEYOR CERTIFICATION PLAN 1665 GREAT POND ROAD ®n d Over OF � NORTH ANDOVER, MASS. �� VVILLIAM . �N con su I t®n is S. w MaCLEOD Prepared for inc. #29W TKZ, LLC ESS1 1 East River Place rgNO °4 SCALE: 1"=40' DATE: 7-21-16 Methuen, Mass. SURV h� 1 c6(0S GRE*t W LOT 29j345 S.F. N •f A Nlt j\ 20' TOP FND. lS' =139.39 EXISUNG A 10, FOUNDA170N H 30.9' sz' 1 zo i N N _ � N r p1 O' r- C1 CF3 ; Q — L=61 .09' 88.91' N83'48'43"W R=1 030.01 ' GREAT POND ROAD I HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD SURVEY, CONFORMS TO THE SETBACK REQUIREMENTS OF THE NORTH ANDOVER ZONING BYLAW AND IS NOT LOCATED IN A FLOOD HAZARD AREA. P:\12\12-32\dwg\CERTA.dwgREG. F. LAND SURVEYOR CERTIFICATION PLAN 1665 GREAT POND ROAOF NORTH ANDOVER, MASS. /J��andover ��o www consultants 4z S. • Mac OD Prepared for Inc. #29644 TKZ, LLC 1 East River Place SCALE: 1"=40' DATE: 7-21-16 Methuen, Mass. Enter construction cost for fee cal - North Andover Fee Cakulation Construction Cost $ 342,000.00 m $ - $ 4,104.00 Plumbing Fee $ 513.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 513.00 Total fees collected $ 5,230.00 1665 Great Pond Road 087-2017 on 7/28/2016 Single Family Home NORTH BUILDING PERMIToF ,E° ,bgti TOWN OF NORTH ANDOVER o� APPLICATION FOR PLAN EXAMINATION 4L Permit No#: R7- �11 Date Received �9 q°Rwreo PX (5 SSACHUS� Date Issued: IM ORTANT: Applicant must complete all items on this page LOCATION C 1,ejP �or Print PROPERTY OWNER K 2, LU Print 100 Year Structure yes MAP 6Z PARCEL: ZONING DISTRICT:_Historic District yes Machine Shop Village yes. rr6;� TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building , One family ❑ Addition ❑Two or more family ❑ Industrial ❑Alteration No. of-units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others- ❑ Demolition ❑ Other r �: od4 ai= UUetla :ds ea a. e DESCRIPTION OF WORK TO BE PERFORMED: 6_,Rio�,' J0 9A)w QtRM e 6 Q—Z.014 Jou�z-*T) eR A 1r ®3z-Zo i Identification- Please Type or Print Clearly OWNER: Name: `�`I Phone:77W--FS2---�C Address: a., 5;e zz /,�CY6 f r 0 S' Contractor Name: / !I -s lel ,r, ( Phone: Email: zi!f, Address: ,, r Supervisor's Construction License: S � �� Exp. Date. Home Improvement License: Exp. Date:__ ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:.BULDING PERMIT:$12 00 PER$1000 00 OF THE TOTAL ESTdQA,AIEi� otalyProject Cost: $ 34'i :. Check No.: 600 ` Recut No � ; NOTE: Persons contracting with unregistered c tractors do not have accessato#Iu of Y .m�. _�..........:� -.�..........-....._ __. ... - is Plans Submitted Plans Waived ❑ Certified Plot Plan Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tammng/MassageMody Art ❑ SWiDaMiRg 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 PLANNING & DEVELOPMENT Reviewed On 712-1 1 1 10 '1 66AX/G'� Si e COMMENTS �'�� ��`"�ti _ Kit-i-)C6 (:1 @Y y •J CONSERVATION Reviewed on -�L Si naturet M h COMMENTS W o r—L,3 CL HEALTHview Si nature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Wafter & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIS R�E�DEPARITMENT g k � kap. f � � Temp,Dumpster on sife yes , Located'a�t 124Mam�Street Fired® rt � pa a went signature/elate '� r � y COMMENTS�� .t ri ta,s4 N U;� {. "5x4Y `{ 'rJ`2 f xr } Fbgy F. Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEVERAGE DISPOSAL Public Sewer TauningWassageBody Art ❑ SV°'ll n Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales 11 Private(septic tang etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFIJ NLY INTERDEPARTMENTAL SIGN OFF U ® M PLANNING`& DEVELOPMENT Reviewed On 77-&ISi a COMMENTSP1( - ►� -� a 60 Yje CONSERV t Reviewed o 1 to Si nature ADOM NTS ;, y� 1� �.,. tcolc� ls U . HEALTH Reviewed on Si COMMENTS, ,)\! i 4 / Zoning Board of Appeals:Variance, Petition No: Zati6- o e 1 Zoning Decisionlreceipt submitted yes Planning Board Decision: `t i Comments l k >xkzns&� z,&Q cin Conservation Decision: Vs3 i_x Comments G� Water&Sewer Connection/si naiture&Date �Driveway Permit DPW Town Engineer:Signature: Located 384 Osgood Street {_ FIRE�DEPAR�MENTETernp ®umpster.on siteyes � � Fno F ti''FyS'j a b3 a'. ., ��d' Y%a•�5-. ,' FLocated at�1�24 Main Street] s�� ` Ff artment s ureJ.da e t y • , ,F ���f d �N a' s`-S�.P` 'I� ..{ `• t s".ztu �. r`. _ { r k.F �• y r 1 NORTH "=woo - 0 No. JD i h ver Mass 0 44..6*. SQA COCMKNtwICK S U BOARD OF HEALTH Food/Kitchen PERMIT T LD/� Septic System THIS CERTIFIES THAT ............ LLL... BUILDING INSPECTOR . 04..��j , ... Foundation has permission to erect .......................... ildings on .....166.5 .... ........................ ` Rough �. . 1� . to be occupied as ...... .l�... �....... . �!. .... .......................................... .... ....... Chimney provided that the person accep g this permit shall Inlery respect 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. T-&'AW4LhU- ��/w.� 032-a0�1 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST CTI T Rough Service ... .. ............ .... .................... Final LDIN INSPECTOR 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. LOT A W 29,345 S.F. 1!0 N Z tom\ TOP FND: ?Pj =139.39 m EXISTING FOUNDA77ON N 30.9' 62' BO �D N I N 3 r N O 0 to co O N — L=61 .09' i 88.91' N83'4543"W R=1030.01 ' GREAT POND ROAD I HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD SURVEY, CONFORMS TO THE SETBACK REQUIREMENTS OF THE NORTH ANDOVER ZONING BYLAW AND IS NOT LOCATED IN A FLOOD HAZARD AREA. P:\12\12-32\dwg\CERTA.dwgR G. F. LAND SURVEYOR CERTIFICATION PLAN 1665 GREAT POND ROAD OF andover � y NORTH ANDOVER, MASS. consultants VWWAM S.CLEOD Prepared for inc. "#` y A P� TKZ, LLC 1 East River Place �qN fISS►o� yoQ �SURN� SCALE: 1"=40' DATE: 7-21-16 Methuen, Mass. i JGGS GREAT POND FOAD 1/ [LEH I L �` t IR ��1 Ell T k.Z. LLC- SCM.i a,,l+Orr �U Zolt, o — I El L.E�-T P-l-qV }T W to l 3�EAR LL-ey A-Toy ..f 7-o tt-b 1Q7-4 �2'/y xq0 0 GREhi Noo 1 � � 4 o o i u � N aFDRoOSA FoiER 6 � itbb-- BQily= � xrkabs / BQ��Yx6S 7-0 .2-0 7-0 o I � 3Juv,Vii.t y{��j jai.+�UYS� EIEX t MP O I• o 2-0 0 . BEI1RmtA Z 7 Y ty_a $gt��•{u5� •o-o -4-v SKONID FWOR YLAN W Nv*%d Nquy<rN(loa �f'VY'���t�oCCCt�tEf �?i�lo� Q.\F� CChtocF 1�f34I�J �°y°�L I�-, 2-1�{— — — — I. 0 1.dowreI S N I A o I � � . �.d tsa ooc�g I a I 1{ m UD'4410AU"A gttuooa ept x„O$ A � �tVeyS""/£ a+ ° I 'i ANdn iF.T,f asd 000g 00 ttelH,gx o I t •xwa\av �ooyddNcfvm e o-z� tt �1831f „Z/� lz� Tl'tc6�yei��NtJ N OI•i-735 t`�GL"'P Q'H f103 i I� CItZS-C- �1,ADt��SZR.t�:� tl r M it nil .9 CoZ o I C� aI t 1 [ I I I I N( i ! ? 1 t � 14-0 l _ - -! seco�� reranR. fRArh� SCCTION 1 1Ra61 _beTAkL I f-k:LT HrLF 41�urla� � tIC'GD�• SM^k?N /// ZXMeWA 1p q2 �A # c 6t 41J�6 o x , A QI6 O•£t 1 Ath;f ix3x+wnPP)tJ6 �(r"t3w�so�,�2a pvcxP •� SKi&kccAr PLAllfK '06 C V6k2o m R1�t• veNr ta•• �9 Wo -�� a OTC'IV. 1 1 1 1 1 II_I 1�i int l 42 } 1 t I I I 1 1 1 1 1 1 1 1 1 { -3 N�uL 1Tlo!l#�eVZ k)E F.S m 90 lk [i1;GTN'c1�tt? _AuCS VALl'O'S, 1-i'-� cNCeKS.44oPF5 ...L- S l)2 R.o-Liollew lil'14 AY1�t�2 b - xrsr>;rzlo€.DOQRs Z'S"W FzrcND Roos-AT I \\ I E NTR?' i o I Po 2c li / - SLsCTitlN 2 /�• Home Energy Rating Certificate Property HERS CLEAResulf TKZ LLC Rating Type: Projected Rating Certified Energy Rater: Peter Virchick 1665 Great Pond Rd Rating Date: 7-25-16 Rating Number: North Andover ,MA 01845 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 56 Heating 37.8 $1724 47% General information Cooling 7.6 $123 3% Conditioned Area 2684 sq. ft. House Type Single-family detached Hot Water 5.3 $433 12% Conditioned Volume 21868 cubic ft. Foundation Unconditioned basement Lights/Appliances 25.7 $1235 34% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $137 4% Mechanical Systems Features Total 76.3 $3652 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 107.36 CFM25. Massachusetts Stretch Energy Code* Ventilation System Exhaust Only: 54 cfm, 11.0 watts. * Compliance is determined.by the rater. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.4 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-39.5 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 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate - Residential Energy Analysis and Rating Software v14.6.3 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. 1665 Great Pond Road 7-26-16 KeyBeant North Andover,MA ' 10:43am 1 of 2 CS Beam 4.17.02 knoBearnEzo 4.13.7.1 Materials Database 1527 Member Data Description: Member Type: Beam Application: Floor Garage Door Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename: Beams Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 23' 6.00" 0' 8.00" 40 10 Live Additional Uniform(PSF) Top 23' 6.00" 38' 0.00" 0' 8.00" 65 15, Live Additional Uniform(PLF) Top 0' 0.00" 23' 6.00" 0 65 Live Additional Uniform(PSF) Top 0' 0.00" 23' 6.00" 13' 0.00" 20 10 Live Additional Uniform(PSF) Top 0' 0.00" 23' 6.00" 13' 0.00" 55 15 Snow Point(LBS) Top 23' 6.00" 1897 2217 Live Point(LBS) Top 23' 6.00" 4521 0 Snow Point(LBS) Top 36' 0.00" 1897 2217 Live Point(LBS) Top 36' 0.00" 4521 0 Snow O 1260 ® 11 00 ® 1260 ®200 3800 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) 27.000" 2.326' 5190# -- 2 12' 6.000" Wall SPF Plate(425psi) 18.000" 6.888" 15368# -- 3 23' 6.000" Wall SPF Plate(425psi) 18.000" 6.533" 14576# -- 4 36' 0.000" Wall SPF Plate(425psi) 27.000" 3.478" 7759# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1492# 3215# 1660# 2 4182# 9139# 5377# 3 4517# 8723# 4646# 4 2570# 4201# 2372# Design spans 10' 3.875" 11' 0.000" 12' 6.000" 2' 0.000"(right cant) Product: 2.0 RigidLam LVL 1-3/4 x 14 3 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11146.'# 51977.'# 21% 6.31' Odd Spans D+0.75(L+S) Negative Moment 15857.'# 51977.# 300/0 12.5' Adjacent 1 D+0.75(L+S) Shear 63551 163414 380/0 11.47 Adjacent 1 D+0.75(L+S) Max.Reaction 15368.# 401624 38% 12.5' Adjacent 1 D+0.75(L+S) TL Deflection 0.0777" 0.5161" 0999+ 6.82' Odd Spans D+0.75(L+S) LL Deflection 0.05", 0.3441" U999+ 6.82' Odd Spans 0.75(L+S) TL Defl.,Rt. 0.0161" 0.2000" 2U999+ 38' Even Spans D+0.75(L+S) LL Def L,Rt. 0.0138" 0.2000" 2U999+ 38' Even Spans 0 75(L+S) All product names are trademarks of their respective owners Copyright(C)2015 by Simpscn Strong-Tie Company Inc.ALL RIGHTS RESERVED. "'Passing is defined as when the member,fioorjoist,beam or girds;shown on this drawing meets applicable design criteria for Loads,Loading Condition%and Spans listed on this sheet The design must be reviewed by a qualified dss Qnerordesign professional as required for approval.This design assumesproduct installation according to the manufacturers specifications. 1665 Great Pond Road 7-26-16 KeyBeaim North Andover,MA 10:49am lofl CS Beam 4.17.0.2 ImtBeamFbgine 4.13.7.1 MaterWsDatabase 1527 Member Data Description: Member Type: Beam Application: Floor Stair Header Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.1 PLF Filename: Beam3 Other Loads Type Thb. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 10' 0.00" 7' 0.00" 30 10 Live 10 0 0 0 10 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 1715# 2 10' 0.000" Wall SPF Plate(425psi) N/A 1.500" 1715# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1268# 447# 2 1268# 447# Design spans 10' 1.750" Product: 2.0 Rigidl-am LVL 1-3/4 x 9-1/4 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 120'oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4350.'# 13320'# 32% 5' Total Load D+L Shear 14554 6259.# 23% 9.57' Total Load D+L TL Deflection 0.1746' 0.5073" U697 5' Total Load D+L LL Deflection 0.1291" 0.3382" U943 5' Total Load L Control: LL Deflection DOLS: Live=1000/. Snow=115°/ Roof=125% Wind=160°/ I I I All product names are trademarksof their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHT'S RESERVED. "Pasting isdefined as when the member, 00 is beam or girde1 shown on this drawing meats applicable design criteria for Loads,Loading conditions,and Spans listed on this sheet.The design must be reviewed by a qualified detigneror=gn professional as required r= This design assumes product installation according to the manufacturer's specifications 1665 Great Pond Road 7-26-16 XeyBeaa North Andover,MA 10:50a1n lofl CS Beam 4.17.0.2 1rmBearnEttgim 4.13.7.1 Materials Database 1527 Member Data Description: Member Type: Beam Application: Floor Bedroom 3 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: 12.2 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" 14' 0.00" 10' 0.00" 30 10 Live 14 0 0 0 0 14 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 1.500" 3269# -- 2 14' 0.000" Wall SPF Plate(425psi) N/A 1.500" 3269# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2405# 864# I 2 2405# 864# Design spans 14' 1.750" i Product: 2.0 RigidLam LVL 1-3/4 x 9-1/4 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 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11561.'# 20780.'# 55% T Total Load D+L Shear 29131 93894 31% -0.06' Total Load D+L TL Deflection 0.6013" 0.7073" U282 7' Total Load D+L LL Deflection 0.4423" 0.4715" U383 7' Total Load L Control: LL Deflection DOLS: Live=1000/. Snow=1159% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% i All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. '•Passng is defined as when the member,fioorjoist,beam orgirde5 shown on this drawing meets applicable deagn criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design professonal as required torapproval.Thisdesign assumes product installation according to the manufacturets�ecificafions 1665 Great Pond Road 7-26-16 KeyBeam North Andover,MA 10:41am lofl CS Beam 4.17.02 1miBeamEngine 4.13.7.1 Materials Database 1527 Member Data Description: Member Type: Beam Application: Floor Deck Roof 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: 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' 0.00" 12' 6.00" 13' 0.00" 20 10 Live Additional Uniform(PSF) Top 0' 0.00" 12' 6.00" 13' 0.00" 55 15 Snow 12 6 0 (D Q 12 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 3.151" 7030# -- 2 12 6.009' Wall SPF Plate(425psi) N/A 3.151" 7030# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1897# 4521# 2217# 2 1897# 4521# 2217# Design spans 12' 7.750" 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 Minimum 3.15"bearing required at bearing#1 Minimum 3.15"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 22225.'# 38173.# 580/0 6.25' Total Load D+0.75(L+S) Shear 59304 13861.# 42% -0.06' Total Load D+0.75(L+S) TL Deflection 0.4366" 0.6323" U347 6.25' Total Load D+0.75(L+S) LL Deflection 0.2989" 0.4215" U507 6.25' Total Load 0 75(L+S) Control: LL Deflection DOLS: Live--100% Snow=1150/* Roof=125% Wind=160°/ Design assumes a repetitive member use increase in bending stress: 4% All product namesare trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined aswhen the member,fioorjo' beam or gird%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 designer ordesign professional as required for approval.This design assumes product installation according to the manufacturer's specifications ••••o Verizon LTE 10:00 AM 83/W1 All Inboxes (2) Sent from my Pad Ate-®®_ CERTIFICATE OF LIABILITY INSURANCE �TE,��„fDaYYYY, 6/21/16; THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS { CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 1 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODDER,AND THE CERTIFICATE HOLDER_ { IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy{ies)must be endorsed. 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AND EMPLOYERS'LIABILITY ( IN ANY PROPRIETORIPfJt1NERIEXECUTNE Y� i I I FLEACHACCII)ENT S 1 000 000 I OFFICE RAAErfu7ER EXCLUDED? NIA I :.- r ! I(tdaMatoryin NN) i i SEL,.NIS Cf'S!'-EA ENPiDYfr;S-- 1,000,000 11 yns rlrsaitx:nmfer j � `: ' ..- D-S�RIP'IIONCFOPERATIONSbe1— ! 'E.L.OISEASE-POLICYUMITtS 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(AHeeh ACORD 10,,Additional Ronnrks Schedule,it more apecn ka requrerl) I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF NORTH ANDOVER ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPT 1 1600 OSGOOD STREET AUtHOD EPAESFNTA F���, -- NORTH ANDOVER, MA 01845 { 1 ©1988 2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The AC ORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-055417 *-; Construction Supervisor It THOMAS D ZAHORUIKO #" f 4 HIGH STREET SUITE.201` NORTH ANDOVER MA 01845 r . Expiration: Commissioner 04/05/2018