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HomeMy WebLinkAboutBuilding Permit # 9/30/2015 BUILDING PERMIT �062AORYH TOWN OF NORTH ANDOVER ®2 APPLICATION FOR PLAN EXAMINATION " ' 7° Permit No#: Date Received ���sgAre cHus���y Date Issued: IMPORTANT: Applicant must complete all items on this page ,� u I ' ,,;,;>,r,areT y , y,,,q„�r^;^Nr°u!u�o ✓”�,or�,vwu r� S�W�urFdi¢ti N%Ir"r�1N�r'�,. � r���, >I �1,,, �� 1 / ���ri„��1����>,��j���l,�>�1��,��� ��'l .'1�,�, �,1,a.�����✓t��r �lr,u�, � � � ji TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building NOne family Addition ❑Two or more family ❑ Industrial A:Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other r r / >�, ,, � , , l /�/, � / ,, ,// ,/ eta ds /� � , ❑, / / , � r It, /, / ,and IaN / �❑ / �, / DESCRIPTION RIPS ON OF WORK TOLE PERFORMED: 3 G' U) , (f4( Identification- Please'TYP or a Print Clearly � Y OWNER: Name: 'EL Ly Phone: ' °' Address: ' z-6, A'T' �V , lt/r ;�X / 1 I f , / ,c /,l✓/! rt , /yi, r,/ / �, a >r 1 �� I 1, r /�, r t �/ f r 1 %� irK i��/���u��aWiJ�'.d�.(i4l�n�i;4a4n�9rc ml�fNr�DH,ur>I�m,�awlu/Cur�a�(( drrm�iiN��A�r,.�ivr/ ,,,,., ,7�7�g1N��/��nir2uY0inwmf�nnm�» ,,. ARCHITECT/ENGINEER /*JYJ. Phone: 7J>-, - ) P" Address: & / r' llybq Reg. No. -,2 f/ FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ Sz ' s � J FEE: $ � Check No.: Receipt No.: �1 NOTE: Persons contrac ' u r is red contractors do not have access to the guaranty fun �. Signature Nof Ageht/ caner gnature of�contractor OOR'TH Town of ndover ® '.x- j. � _�n ® LAKh ver, ass, g 3 D l coc..C.1E..C� �qS RArED llBOARD OF HEALTH ERMIT T L mom Food/Kitchen Septic System THIS CERTIFIES THAT J,2fC.4,S..-:......)D...,e....... .. x,1,4�` '................... BUILDING INSPECTOR I f, 1 ^ I Foundation has permission to erect .......................... buildings on .... .....0. 0I ........ to.�...............;� ....ro o✓�-- �j � / �j� ou h to be occupied as . °. .�t!! :Gr..... ....... . ......I47.. . .....r'7�`.....'T+:'.'!!.....�.............. .... .. .... chimney provided that the person accepting this permit shall in every 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. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final ® PERMITE IR IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS ST CTIO TS Rough Service .................. ....... ........ ......................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® 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. JR. BUILDERS INC. CUSTOM HOME BUILDING AND REMODELING ' °1 599 CANAL STREET LAWRENCE, MA 01840 PHONE (978)686-8211 FAX(978)686-8283 CONSTRUCTION CONTRACT Agreement made as of Octoberl, 2015 by and between: Peter Lucia (hereinafter referred to as "Owner(s)"),and JR. Builders, Inc. Owner and Contractor in consideration of the mutual covenants set forth in this agreement, agree as follows: SECTION ONE STRUCTURE AND SITE Contractor shall furnish all labor and materials necessary to alter a dwelling as more particularly described as set forth on the plans referenced herein below upon the following described property, which Owner warrants (he or she) owns, free and clear of liens and encumbrances, except as may be elsewhere otherwise provided; Land at 48 Colgate Drive North Andover, Ma. SECTION TWO PLANS Contractor shall alter the dwelling in conformance with the plans, Scope of Work annexed hereto and made part of this contract signed b Con p s, specifications and Owner, and will do so in a workmanlike manner. Contractor is not responsible furnishing any improvements other than the structures shown y tractor and p le for landscaping, grading, walkwa s wn on said plans, SUCK as Y ,painting, sewer or water systems, steps, driveways, patios and aprons, etc., unless they are specifically stated in the Scope of Work. SECTION THREE PAYMENT A. Owner shall pay contractor the sum equal to 20% over actual contractor cost. Total estimated job cost including 20% contractor fee is approximately $63,000.00. B. In the event any installment is not paid when due, Contractor may stop work until payment is made. C. In the event any installment is not paid within thirty (30) days after it is due, Contractor may take such action as may be necessary, including legal proceedings, to enforce its rights under this agreement. SECTION FOUR PREPARATION OF SITE—BOUNDARIES A. Prior to the start of construction, Owner warrants that building site is correctly zoned for the structure, and shall identify the boundaries of Owner's property by stakes at all corners. B. Owner shall provide contractor with approved septic design and site plan. C. In the event Contractor cannot obtain a building permit within twenty-one (21) days of the effective date of this agreement, Contractor may declare this agreement of no further force or effect. SECTION FIVE RESPONSIBILITY A. Contractor shall not be responsible for claims arising out of improper placement or positioning of boundary stakes. Nor shall Contractor be responsible for damages to persons or property occasioned by Owner or his (or her) agents, third parties, acts of God or other causes beyond Contractor's control. B. Owner shall hold Contractor completely harmless from, and shall indemnify Contractor for all costs, damages, losses, and expenses, including judgements and attorneys' fees, resulting from claims arising from causes enumerated in this section. SECTION SIX POSSESSION Owner shall not have possession of the structure until such time as all payments or other obligations required of Owner as set forth in this agreement have been fully paid or performed by Owner. If possession of the structure is taken by Owner before the obligations set forth in this agreement are met, without the written consent of Contractor, it shall be considered as acceptance of the structure, by the Owner, as complete and satisfactory. SECTION SEVEN OWNER FINANCING A. Owner agrees to promptly complete the necessary requirements to obtain financing and to prepare the site for construction. B. In the event Owner has not secured acceptable financing and/or has not properly met the site preparation requirements by 10/1/2015, Owner agrees that the agreement price will be adjusted to the current price list in effect at the time the financing and lot preparation requirements are met. SECTION EIGHT GOVERNING LAW It is agreed that this agreement shall be governed by, construed, and enforced in accordance with the laws of the State of New Hampshire. SECTION NINE NO WAIVER The failure of either party to this agreement to insist upon the performance of any of the terms and conditions of this agreement, or the waiver of any breach of any of the terms and conditions of this agreement, shall not be construed as thereafter waiving any such terms and conditions, but these shall continue and remain in full force and effect as if no such forbearance or waiver had occurred. SECTION TEN ATTORNEY FEES In the event that any action is filed in relation to this agreement, the unsuccessful party in the action shall pay to the successful party, in addition to all the sums that either party may be called on to pay, a reasonable sum for the successful party's attorney fees. SECTION ELEVEN ENTIRE AGREEMENT This agreement shall constitute the entire agreement between the parties and any prior understanding or representation of any kind preceding the date of this agreement shall not be binding upon either party except to the extent incorporated in this agreement. SECTION TWELVE MODIFICATION OF AGREEMENT Any modification of this agreement or additional obligation assumed by either party in connection with this agreement shall be binding only if evidenced in writing signed by each party or an authorized representative of each party. SECTION THIRTEEN ALTERATIONS TO PLANS AND SPECIFICATIONS Any alterations or changes made to structure or site that Contractor is responsible for after plans and specifications have been approved by Owner will constitute an extra and will be charged accordingly. All changes will be done through a signed "Change Order" and payment will be made for same prior to start of requested alteration or change. SECTION FOURTEEN ASSIGNMENT OF RIGHTS The rights of each party under this agreement are personal to that party and may not be assigned or transferred to any other person, firm, corporation, or other entity without the prior, express, and written consent of the other party. SECTION FIFTEEN TIME OF THE ESSENCE It is specifically declared and agreed that time is of the essence of this agreement. SECTION SIXTEEN PARAGRAPH READING The titles to the paragraphs of this agreement are solely for the convenience of the parties and shall not be used to explain, modify, simplify, or aid in the interpretation of the provisions of this agreement. Executed as a sealed instrument the day and date first above written. � uaurence R. Palmisano Date President,JR. Build rs, Inc. Peter Lu Date JR. BUILDERS INC. CUSTOM HOME BUILDING AND REMODELING 599 CANAL STREET LAWRENCE, MA 01840 PHONE (978) 686-8211 FAX(978)686-8283 JOB COST ESTIMATE FOR 48 COLGATE DRIVE NORTH ANDOVER JOB EST. COST Permit $1,000.00 Dumpster $500.00 Jr. Builders (labor) $12,000.00 Framing (labor) $4,000.00 Frame/roof/siding (mat.) $5,000.00 Roofer $800.00 Windows and doors $6,400.00 Electrical $4,300.00 Plumbing/Heating $6,000.00 Insulation $1,500 Drywall $3,500.00 Interior Millwork (Labor) $2,000.00 Interior Millwork (Mat.) $2,000.00 Plumbing Fixtures $1,000 Electrical Fixtures $400 Flooring $20/yd carpet$7/sf the $2,100.00 Total $52,500.00 JR. BUILDERS INC. CUSTOM HOME BUILDING AND REMODELING 599 CANAL STREET LAWRENCE, MA 01840 PHONE (978)686-8211 FAX(978)686-8283 PROPOSAL October 1, 2015 JR. BUILDERS INC. proposes to perform certain improvements for Peter Lucia at 48 Colgate Drive North Andover, Ma. as described in the enclosed scope of work. JR. BUILDERS INC. guarantees that all materials will be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the enclosed specifications involving changes in costs will be executed only upon written change orders, and will become an approved change to the contract and the contract will be adjusted accordingly. All agreements contingent upon strikes, accidents, or delays beyond our control. All our workers are fully covered by Workman's Compensation Insurance. JR. BUILDERS INC. warrantees all new work for 1 year. JR. BUILDERS INC. will be responsible for all permitting and inspections associated with said job. JR. BUILDERS INC. hereby proposes to furnish labor and materials in accordance with above referenced specifications (the "Contracted Work") for the 20% over actual contractor cost. The total estimated actual contractor cost would be $ 52,500.00. (Therefore total estimated job cost would be $ 52,500.00 x 1.20 = $63,000.00.) *PAYMENTS TO BE MADE AS FOLLOWS: $ 16,000.00 Due Upon Signed Contract $ 16,000.00 Due when new framed addition is water tight $ 16,000,00 Due upon completion of drywall. $ 16,000.00 (or remaining balance) Due upon completion of job. i PROPOSED BY: L RENCE R. PALMISANO, PRESIDENT JR. BUILDERS INC. ACCEPTANCE OF PROPOSAL - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature: Date of Acceptance: Peter Lucia NEW REPLACEMENT WINDOWS FOR EXISTING CASEMENTS NOTES: I. REMOVE ALL PARTITIONS INDICATED BY DOTTED LINE, 2, ALL NEW WORK ABUTTING EXISTING SHALL LL-6 4 CEILINGS WHERE KITCHEN I MATCH IN TEXTURE AND APPEARANCE. KI 1 CN� I 3 PARTITIONS. PATCH HAVEABEEN REMOVED SO THAT IENLSUN ROOM SURFACES ARE FLUSH AND CONTINUOUS. SUN A�MAS OPENING OWN I I 9��011 4, PROVIDE ALL SHORING AND TEMPORARY INSTALL NEW LVL HEADER BRACING TO EXISTING STRUCTURE DURING DEMO OPERATIONS TO ASSURE THAT IT IS SUBSTANTIALLY SUPPORTED. II REMOVE EXISTING BEARING 15. PROVIDE TEMPORARY DUSTPROOF PARTITIONS WALL AND INSTALL NEW LVL I I IN AREAS OF WORK. 255 BEAM-FLUSH FRAME-\ 6, CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE --------- --- FOR ALL DIMENSIONS AND FIELD CONDITIONS, POST TO FOUNDATION- FIRST FLOOR PLAN DININGs ROOM 1/411=11-0 PRAWN BY: SEPT. 21, 2015 MARTHA MACINNIS PROP06ED ADDITIONS 4 fiRENOYATION6 58 RECENT AVE, BRADFORD, MA. 01835 48 COLC3ATE DRIVE (978)374-8719 NORTH Al`DOVM, MA 9 17 174 I J•��i St�J 7:7 L a '.h. u 6'2" I 1i REMOVE EXISTING EXTERIOR WALL 10, 1 I AND INSTALL NEW LVL HEADER 11 I I MA6TER BEDROOM II II SECOND FLOOR PLAN - 76 � 2'-2" 4'-10" 3 4" Uj/p 3'4" WAI-K IN s � CLOSiF'I' 3' CLOSE EXISTING WINDOW " � 3X5'SHOWER 7'VANITY O EXISITNG WINDOWS TO REMAIN DRAWN BY: SEPT. 21, 2015 MARTHA MACINNIS PROPOSED 4--VITIONS 4 RENOVATIONS 55 REGENT AVE, BRADFORD, MA, 01835 48 COLGATE DRIVE (975)374-8719 NORTH ANDOVER, MA �6,0.231 FRONT ELEVATION 1/4'=1'-O a ■ El F-1El ' Di ❑ ■ I i El El ❑❑ i DRAWN BY: SEPT, 21,2015 MARTHA MAGINNIS PROP06ED ADDITIONS 4 RENOVATIONS 55T AVE. dg COLGATE DRIVE BRADFORDFOfRD,MA, 01835 3 OWW3748719 NORTH ANDOVER, MA � c g° ROBERT ALAN- 0 MASYS 1� co U � No.29174 RIGHT SIDE EELVATION 1/4=11-O NDR AillovE (STING WINDOW CLO OF E46TING ROOF DRAWN E3Y: SEPT, 21,2015 MARTHA MAGINNIS PROPOSED ADDITIONS 4 RENOVATIONS 55 KEN=NY Ave, 48 COLGATE DRIVE BRADFORD, MA, 01835 C978)37a x719 NORTH ANDOVER, MA � i, u�ii r:LH ftp MASYS c C No.29174 C8J 16d X}I/4"1.135) 2X BLOCK INSTALL STRAP TO CEILING JOIST AFTER STR,4P IS INSTALLED ALSO USE AT CLG,JOIST LAP SIMPSON T522 STRAP (I)8 d.113 0 3"OC MIN(8)SIMPSON IOd-1-1/2" PLYWD TO BLOCKING NAILS TO RAFTER BEHIND STRAP TO FIT SIMPSON H2,5A HURRICANE CLIP 41 (3)16d NAILS l2J 10 d TOE NAILS PLATE TO RIM 1X BLOCK BLOCK TO JOINT 8d TOE NAIL-5"OC 2X BLOCKING AT RIM TO PLATE STRAP FOR 48" RAISED PLATE RAFTER THRUST DETAIL. REAR ELEVATION DRALJN E3Y: MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS ReAve. EN 48 GOL(xATE DRIVE BRADFORFOR D, MA. 01835 (978)374-8719 NORTH ANDOVER, MA 1 z" csJ CONT,RIDGE VENT 2X12 RIDGE ARCHITECTURAL SHINGLES (5)16d NAILS CEILING JOIST TO RAFTER TYP.AT TOP PLATE IR"EXT.PLTWD.SHEATHING 2XIO ROOF RAFTERS S"PSON H2.5A HURRICANE CLIP END OF EACH RAFTER,TYP 2X8 BLOCKING DCB COLLAR TIES s 32"OC BETUEEN RAFTERS CONNECT WITH SSHEET 5 FOR SLOPE CUT-NAIL WITH(5AI J I7d 8d TOE NAILS (3)3) FE RAI-IEK THRUST TO PLATE DETAIL R.49 FIBERGLASS BATT INSUL. 2X10 aI6'OC CONT.MTL,DRIP EDGE 1/2"GYP.WALL.BD.,WALLS I CLGS,TYP. CONT.SCREENED SOFFIT VENT SIDING TO MATCH EXISTING 1/2"EXT.PLTWD,SHEATHING HOU5rMLRAP EQJAL TO"TYVEK" R•21 FIBERGLASS INSUL. 2X5 FLR.JOISTS m 16"OC 2X6 STUD WALL 3/4"TIG PLYWD.SUBFLOOR TYPICAL WALL SECTION 1/4"=1'-O DRAWN BY: SEPT, 21,2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE. �^ BRADFORD, MA, 01835 48 COLGATE DRIVE A 3v (978)3748719 NORTH ANDOVER 1"IA :� / R/. t~ G n T ALAS, eG6e 4 Col �. N, 2 7 13'1� 2XI0+s 16"oc 20� 2x8oI6 a 9'6"t LVL EEAn CEILING JOIST FRAMING LVL BEAM FLUSH FRAME I/SII=1'-O I3't SECOND FLOOR FRAMING O)IRAFIAERSIYEPILIAT OP PLATE 2x12 RIDGE RODF FRAMING INCx 1/SII=1'-O SIMPSON H2.5A HURRICANE CLIP END OF EACH RAFTER,TTP 2X8 BLOCKING 2XIO RAFTERS s 16"OC BETWEEN RAFTERS CONNECT WITH(3) 8d TOE NAILS TO PLATE DRAUN BY: SEPT. 21,2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS SS REGENT AVE. BRADFORD, MA, 01838 48 COLGATE DRIVE f978)37a 8719 NORTH ANDOVER, MA RNIE',R)T 11A yo IMASSYS No.29174 a_ KITCHEN SUN ROOM -- JSTING HOUSE TO REMAIN UNCHANGED DINING ROOM DRAWN BY. SEPT. 21, 2015 MARTHA MACINNIS PROPOSI=D ,ADDITIONS 4 RENOVATIONS 58 REGENT AVE, v_ BRADFORD, MA. 01835 48 COLGATE DRIVE (978)3748719 NORTH ANDOVER, MA 1 BERT ALAN'- te�.c 'n 43 74 �,� CLOSET ROOF BELOW "" ISTING HOUSE TO REMAIN IJNCWANGED--,,� EXISTING MASTER BEDROOM EXISTING SECOND FLOOR PLAN DRAWN BY: SEPT. 21,2015 MARTHA MACINNIS PROPOSED ADDITIONS 4 RENOVATIONS 5 REAVE. BRADFORFOR D, MA. 01835 40 COLGFATE DRIVE •°' 2 t9ra�s��s71g NORTH ANDOVER, MA A --Jt �`'� OW/w," JR 111drs 9-29-15 48 Coleate Dr N.Andover.A1.A� 1:071)m 1 - l of I CS It-ln A;1;1,l kll R--t nq,n<J t \tairn:d,Dawhix I:i� Member Data Description:Master bedroom 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. L/360 live, L/240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: Master bedro I ( 1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 8' 6.00" 1' 6.00" 20 10 Live Additional Uniform(PLF) Top 0' 0.00" 8' 6.00" 0 80 Live Additional Uniform(PSF) Top 0' 0.00" 8' 6.00" 1' 8.00" 55 15 Snow 8 6 0 8 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 1.500" 1110# 2 8' 6.000" Wall SPF Plate(425psi) N/A 1-500" 1110# - Maximum Load Case Reactions UseC fo:app!&q ppinl load,(001 a Ipatlsl to cam/ing Me-b— Live Snow Dead 1 303# 396# 586# 2 303# 396' 586# Design spans 8' 7.750" Product: Spruce-Pine-Fir #2 2 x 10 2 ply Connect members with 2 rows of 16d common nails at 12.0"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 2400.# 3946.# 60% 4.25' Total Load D+075(L+S) Shear 912.# 2872.# 31% -0.06' Total Load D+0.75(L+S) LL Deflection 0.0550" 0.2882" U999+ 4.25' Total Load 0.75(L+S) TL Deflection 0.1166" 0.4323" 0890 4.25' Total Loa D+0.75(1+S) control Positive Moment e ��{OF�1,q DOLS bve='100% Snow=1159 Roof=125% Wind=160'%,: Fly u''V This member has been designed in accordance with NDS 2005 ��� o RDl3SliT ALAN. � MASYS No.-9174 U v Ail prednct nai:i�ate nadeinaM<nf!np�rt^�:ce:liv�,wne5 � �\ ��7�'��fZ� .613 ty inp�"Slmng-i e rtpany fit'ALL RIGHTS RESERVED- !!``// ✓✓ ober .+.c q%s t7zhnrJ ss whin Ine me lluo lu u.oea or qNec luno on,r s tlrawiny mze;s npp.iaule Sc`�yn rnitna 1.'�o.ra._.,ud tj e.nlu.:nr:3to:pains f gei n t`t 5_hnet ?lle 7?Stjn IPn�bG rPv12n'e0 b)' (Ipalif nd(teff(jeer Or 6a Vyn pfn(.Ssinna a5 t<gni,>'il(Oi apr'uval.This tlP4_]n a<_a!F1P.s G'o0u. ii;Q�lla[IOn a[cGNinfj Ithe ilanlrlaclufef c ;hGi fl"a:lUn5 JR 131drs 9-28-15 49 Co 1g ate DrN.:lndo\er,,\I v I:061)m 1 01'1 CS[9erun d 11 26.1 I:m H eam Lmmw 4 11'0 1 \1.ilc-1s D,tul+,,x IMG Member Data Description:Sunroom 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: L/360 live, 1/240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 6.6 PLF Filename: Sunroom (S Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 9' 6.00" 6' 6.00" 30 10 Live 9 6 0 9 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wail SPF Plate(425psi) N/A 1.500" 1527# 2 9` 6.000" Wall SPF Plate(425psi) N/A 1.500" 1527# Maximum Load Case Reactions UW forapplying paint bads 01line badsl tc<ar pi g ne.te,.: Live Dead 1 1133# 3944 1133# 394# Design spans 9' 7 759' Product: Spruce-Pine-Fir #2 2 x 8 8 ply 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 3682.# 3967.# 92% 4.75' Total Load D+L Shear 1336.# 2936.# 45% 9.09' Total Load D+L LL Deflection 02288" 0.3215" 0505 4.75' Total Load L TL Deflection 0.3082" 0.4823" 0375 4.75' Tot i, d D+L Control: Positive Moment # ;• + DOLS: Live=100% Snow=115; Roof=125°! Wind=160% Design assumes a repetitive member use increase in herding stress: 15 This member has been designed in accordance with NDS 2005 110-HAT ALAfJ MASVS � NO.29174 � Ail/+ratlucl 91 k//A) ,n;,Yrgh!;,)2'013 by S:mpcon SimngT::,n r,.po!;y Irc ALL RIGHTS RESERVED. "Pa�vng is def nodi as+a Yen;he mernhor,ti°arYoi beam er girde[<nor:h en finis tlravnng merss auphcahle Ue�gr.Cniena Icr load,Let+tling Cnn;t:Vcns.sno Sp:,ns h9etl en this chert The design mud be rrviawed by a gunlifiad de vgnrr nr rJevgn profec�unal.,as n=qirt:a to apprnvat.This Celan asvimes p:ed:i�!::;iallslicn accardiny!n the morulactuer s .ecificxoons. IR 11litis '�•?-1 S KeyBeam 48 C'ul?_atr D,,N,Anouwc..M.A 8 153ni I of 1 (ti i{rbrr 4 11 1 .At mr.of�Igt,,w:Eli. Member Data Description:Dinning Room Member Type (beam Application, f=loor Top Lateral Bracing Continuous Bottom Lateral Brapng Continuous Standard Load: Moisture Condition: Dry Building Code IBC,,IRC Live Load 40 PLF Defteclion Criteria LJ360 live. U240 total 1.000"max. LL Dead Load 10 PLF Deck Connection Nalied Member Weight 10,6 PLF Filename: Dinning room Other Loads Type Trib, Other Ned {Description) Side l3egin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0,00" 13' 0.00" 12 6.00" 30 10 live Additional Uniform(PLF) Top 0' 0 00" 13' 0.001, 0 65 Live Additional Uniform EPSP Top 0' 0.00" 13' 0.00" 12' 6.00" 20 10 Glve 13 00 Q' 13 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) 3.500" 2.831" 63i6# 2 13' 0.0001, Wall SPF Plate 425 sit 3 5Dtl" 2.531" 6316# Maximum Load Case Reactions +»td Lr.ta:l v ni:uol Imd.u On.+nc.;i!n r..",q rnnnrea Live Dead 1 417710 2.39# 4177# z 3 g N _ Design spans 12' 6.750• Product: 2.0 Rigidl-am 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 NOTEr 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 196381 33194.0 59°A 0.5" Total Load D+L Shear 532,1.# 12051# 44% 12.15' Total Loud D+I Max Reaction 6316.4 7809.0 80 0 Total Load D•L TL aeflevion 0.3946" 4.6281" Ll39t 6 5' Total Load D*L 1,1,DefleeUon 0 2543" 3 4187" Li592 6.5 total Lead L 00,vmi. Alas lteaettull DOLS _ve=',001 gn,�vr115°•1 Roo'=125rc L4rina=lri0io � ° � hasign sssufr is a repetrlwe ir*aMei use Inuease r+hendilq stress- A 4t f e.`r 00 A14 'A a ROBERT ALAN- 3? 1z9,1SVS �; � n 1� r NO 2317# T <c rliF 1ua:-o-..ae re aa,ten.4r,irlrru•x�_st.r:.meee /eA��//�'! Litr+t.41111Ci:_,:Iif 91�k[hrr P.:.ry.Ta L:^lOnf v.�Ll�..'Ellri iL.SLF+Ir '`j //I —1>• 1- 11-Anor err l' rl•n eJrrtri xv xilrenn3L a xrw:lunar-r gtM•rm•^ I VnS t.•+r rtm0w1hry11�"exfrla Vai-15,-!i`ir 1 x:1I7C1SI:tz�cAryIiS_n�tVnIrr b'v rrlx�nh1rallm—;rnrlfl f'fn pnr.;+Sr:,txnt."-eti/•tr^"+5 i1 5t''•6!`1E! n� The Commonwealth of Massachusetts Department of IndustrialAceldents 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/PIumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information c Please Print Legibly Name(Business/Organization/Individual): 'A ".t L L�`G Address: 5 q C,,,\N f\ L S T L v,L, e-V.)c-e- ey/ c, City/State/Zip: 0 L �'�� Phone d-6 Are you an employer?Check the appropriate box: Type of project(required): 1.P�I am a employerwith •� . employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. gRemodeling any capacity.[No workers'comp.insurance required.] 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. El Demolition 10 ❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5. I am a general contractor and I have rethe sub-contractors listedon e attachedsee. ❑ hidb tthht 13.E]Roof repairs These sub-contractors have employees and have workers'comp.insurance.l 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.F1 Other 152,§1(4),and we have no.employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurancefor my employees.'Below is the policy and job site information. Insurance Company Name: E?e ��S� ✓1 C � - D U s Policy#or Self-ins.Lie.#: c_» t' 3 � Expiration Date: 49 C c3� 4 A-V, A r)J 0V of M q Job Site Address: L�e-- _City/State/Zip: `lar , Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert' u der tliepai s an nalties ofp jur that the information provided above is true and correct. Si nature c� zv�-� Date: Phone (I Official use only. Do not write in this area,to be completed by city or town official.. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DATE(MM/DD/YYYY) AC"R" CERTIFICATE OF LIABILITY INSURANCE 9/30/2015 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kari Reeves NAME: FIAI/Cross Insurance PHCNNo Ext: (603)669-3218 IX No; (603)645-4331 1100 Elm Street E-MAIL ADDRESS: enc kreeves@crossag y'com INSURERS AFFORDING COVERAGE NAIC# Manchester NH 03101 INSURERA:Excelsior 11045 INSURED INSURERB:Peerless Ins Cc 24198 J.R. Builders, Inc. INSURER C: 599 Canal Street INSURER D: INSURER E: Lawrence MA 01840 1 INSURER F COVERAGES CERTIFICATE NUMBER:15-16 GL & WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR IND WVD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE A CLAIMS-MADE FX OCCUR PREM SESOEa=D nca oNcurence $ 100,000 CBP8613297 2/27/2015 2/27/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY D PECTRO [:]LOC PRODUCTS-COMP/OPAGG $ 2,000,000 J OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY(Per person) $ ANY AUTO _ _ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WC8680357 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE 3a. MA & NH E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? Y� N/A B (Mandatory in NH) Larry Palmisano is an 6/2/2015 6/2/2016 E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under excluded officer DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Town of North Andover is named as Additional Insured as requred by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1600 Osgood Street ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA AUTHORIZED REPRESENTATIVEyyy, R Kittle, LPCS, CLCS/ ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INSn25rgma01t Massachusetts -Department of Public Safety j Board of Building Regulations and Standards Construction Supervisor License: CS-045137 'fs ]LAURENCE R PAJ�NII 599 CANAL ST LAWRENCE MAY 018401 JP Expiration Commissioner 12/26/2016 Ulaeoo�tvaa�ecae�cll�a- %vL«rJac��Jelfi C• License or registration valid for individul use only Office of Consumer Affairs&Business Regulatioe lii fere the expiration date. If found return to' o'1E,1MPROVEMENT.CONTRACTOR Offike of Consumer Affairs and Business Regulation egisttion f06501 s =Typo' I 10 Park Plaza-Suite 617Q :expiration: 7/23/2016i$de1�-Corporafic+3; Boston,MA 02116 L ;fft:BUIL. _jRS INC. 4. 4t,e Palrnixano 599��►t�l Street z��-=--�-` awfen�e.,$M 01840 1JhdePsecreCsny Not valid wit out signature