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HomeMy WebLinkAboutBuilding Permit #408-2017 - 89 BRIDGES LANE 10/18/2016 r �j fp,✓c 5'c�uwE� .� BUILDING PERMIT 0 (�% TOWN OF NORTH ANDOVERQq APPLICATION FOR PLAN EXAMINATION Permit NO: 17 Date Received Date Issued: � , Ae.IA" e� ORTANT: Applicant must complete all items on this page Q►q 1 LOCATION U ( l n n A\q, PROPERTY OWNER Print j1(� MAP NO: 104 PARCEL: ZONING DISTRICT: Historic District yesRno Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Resioential Non- Residential 0 New Building One family 0 Addition 0 Two or more family ❑ Industrial " ❑Alteration No. of units: 0 Commercial PfRepair, replacement 0 Assessory Bldg ❑ Others: ❑ Demolition ❑Other ❑Septic ❑Well 0 Floodplain 0 Wetlands 0 Watershed District 0 Water/Sewer c�( `n n Identification [Please `Type or Print Clearly) OWNER: Name: 1 v 1 c�L��� c Phone: QD0 9V I;ki,—n e Address: 'N o Ae ?c 4 Aa�e� CONTRACTOR Name: I06 19-`Phone: Cl G�'1 ��'1�1 Q Address: KA Q:5cco-4 �� , Are RQ-te re MA �2��] Supervisor's Construction License: Exp. Date: Home Improvement License: , r Exp. Date: q ARCHITECT/ENGINEER Van �Qn��S Phone: -791 ?t 8' ),g-q( Address: Ola er � � 'PI _ Reg. No._3 a5� FEE SCHEDULE:BOLDING PERMIT.$1200 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ 65 14L,7, Check No.: Receipt No.: NOTE: Persons contracting w'th unregistered contractors da not have access to the guaranty fund Signature of Agent/Owner Signature of contract o BUILDING PERMIT o`���T 6,"tio TOWN OF NORTH ANDOVER o� y ''- �-A' ` APPLICATION FOR PLAN EXAMINATION ~ * 1 b Date Received 4q " Permit No#: '�,y o'+�reo SS aCHuse Date Issued: IMPORTANT: Applicant must complete all items on this page MLOCATIQN= `[Pant: PF20PERTYO_ WN,,E— P, P 100 Y r S ct rre'� yes no hent, ti ea tru t EMAP PARCEL ZQNING'DISTRICT ._ _IHisfoncl®strict sye : rno- s v ~rMachihe`gho Villa e e`s; trio 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 _ DSeptics +Well. r�.Floodplairi ❑Wetlands- w:= e =Watershed4Distnct - DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: w r L C.ontractor!Narne Address ASupenisor'stConstruction tLicense ' iExp: [®ate F r H�omeImprovementLicense =Exp ®ate _ i ARCHITECT/ENGINEER Phone.- Address: hone:Address: Reg. leo. FEE SCHEDULE:BULDING PERMIT:$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125,00 PER S.F. rota) Project Cost: $ FEE: $ Check No.: Receipt No.: I NOTE: Persons contracting with unregistered contractors do not have:access to the guaranty fund Signat�- of Agerit/Ovvner, Signature of contractor ►'� . _. _ ti a rv... .a _...ti..;•.:Y.e '.;.Y..n ... as."^P*a�!`;e"�'e,....aw.R......: -u+�-..._...vn-.�_ .T-,. ---r Location F9 f3r l j v-�(_ No. ► - dO! - Date _Z611 F vc • ' TOWN OF NORTH ANDOVER • Certificate of Occupancy $ Building/Frame Permit Fee $672, Foundation Permit Fee $ Other Permit Fee $ kk TOTAL $ �f Check# r�) �X gyp; j 050 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/1V4assageBody Art ❑ Swimming 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 Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS 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'Town Engineer: Signature: Located 384 Osgood Street +FIRMENT' t' ¢T tit �_ . : �,TempjDumpster,on `site ,yes Et _ _ z no ., iLoc_atedfat 124 V j r STP-'.:x. ` ,Fire�Departrnent signature/date '�x'�; G MMENT } a a wf roses.. _ Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans 1 TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tamung/MassageBody Art ❑ Swimming 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMENTSel 6 \j I 212 L 514 Q -no5 �� CONSERVATION ❑ ❑ �3 COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS 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 Located at 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS limension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: 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.$10041000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email ate Time Contact Name Doc.Building Permit Revised 2014 DirfienMon Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: 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 use) ❑ Notified for pickup - Date _...._.._._...____._._..._..._..__ ___..._....._____......_...___._..._.___...____.._.___......_.._._........_........._............_............._....__._._.___.........____.._..._.___._..__._..._..___._.._.__._._.__...... Doc.Building Permit Revised 2012 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. r 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 a Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit 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) i ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit I New Construction (Single and Two Family) i ❑ Building Permit Application ❑ 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) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products VOTE: 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 must be submitted with the building application Doc:Building Permit Revised 2014 pORTI-I q Town of _ 6 ndover No. 4Qdw soh ver, Mass, /� • /� CO[LAKI NICNtwKM 7 �•9 R�rEo �P ��5 S V BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT r BUILDING INSPECTOR ....................... . .!!4.N........ 1� �.IV h/ E.. ................................... ... ... .... has permission to erect .......................... buildings on .......il.....SOP.1*N.4•.... .Th. ..... Foundation Rough to be occupied as .>CMA......lcxdr� k... ! .1"�........................ 0 1..../!ItA.. 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR, UNLESS CONSTRUCTIQN TARTS Rough .................... Service ........ .. ............... ... ..... Final BUILDING 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. BRIAN BE NETT CONSTRUCTION 161 Grand View Ave Crone:782-983.2}83 Revers,%MA 42152 mai}:abennettconstruction@camcastrc-t Construction Contract { Name r Brian Bennett Construttion(BBC) � Street Address(do not use Asst Office Sox address) Brian Bennett,Owner t CrLv—ov.n ate T_�Looe r; 151 Grand View Ave MA 019(4 Daytime Phone Evening Phone Revere,MA 02151 Mailing Address(if d,*.ww,from above) � 781-983-1989 } i K.I.C. Reg.Number. 145555 up: 4/29/2017' i S Brian Bennett Construction agrees to do the foilwMng work- C.`sb C'�r— Q'0, J r\Q -��fl p�"`x15� ��� ��o�"'� � �\L•S�� ��v.�� ��'�-�� j I Required Pernits-The foRowing boding wmis are required and wily be � Proposed Start am Cornpiedon Sdwdt&-She following schedule will be j secured by-.e contractor as the horse r*refs agent:(yrs who semen ; adhe to uniess ci curnances beyond the convactofs control arise. ! their own peranitt wifl be excluded from the Guar my Fund pravis'=of � 1 MGL chapter 242A.) ; (� t``-'-bate when 88C will begin contacted work. 1 .te when conte •work)FAH be substantially compieted. Total Contact Prim and Pament Sd*dule: Bri n Sennet_Constriction agrees to perforin the work,fur'mh the rinaterial and labor spedfled above for Lite total sum of: $ f Paymersts WIN be trade acoor rm to the foltawlm scinedule: 1-710Z� Upon signing contract{rat to exon 1/3 of tine total contract price or the cost of special order items whi&re er is ' greater) A �i 1-710-4:X $y or upon completon of, ILk t'1 c Y'1 J 1-71°� C� - Sy __f�or upon campletion of CQb\ - t �r, is 5'V Sl°�'T 1 pFetio '- ding pa; -,e rt until carttract is cornplsied J upon tort• r.of�i�eco�'Lzct. ( �w for aids dernan full to loth partrnes satlsftcton) 1/2 Homeowner's Initials Contractoes initials Express Warranty—On labor and workmanship for one year from the date of substantial completion. Subcontractors—Brian Sennett construction agrees to be solely responsible for completion of the work described regardless of the actions of any third party/subcontractor utilized by the contractor. The contractor further agrees to be solely responsible for all payment s to all subcontractors for materials and labor under this agreement Contract Acceptance—Upon signing,this document becomes a binding contract under law. Unless otherwise noted within this document,the contract shall not imply that any lien or other security interest has been placed on the residence. Review the following cautions and notices carefully before signing this contract. s Don't be pressured into signing the contract. Take time to read and fully understand it.Ask question if something is unclear. • Make sure the contractor has a valid Home Imorovement Contractor Re0stration The law requires most home improvement contractors and subcontractors to be registered with the Directoeof Horne Improvement Contractor Registration. You may inquire about contractor registration by writing to the Director at 10 Park Plaza,Room 5170,Boston,MA 02116 or by calling 517-373-8787 or 888-283-3757. • Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage,or ask to see a copy of a"proof ofinsurance document. * Know your rights and responsibilities. Get a copy of the Consumer Guide to the Home Improvement Contractor Law. You may cancel this agreement by notifying Brian Bennett Construction in writing,not later than midnight of the third business day following the signing of this agreement. e 'r DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES!!!! Ho t' i ter ` � Contractors Signature 9 ac�� Date Date 2/2 HEATING�ItIJ'ULAT�lk 1 T^T IPA y�CL i> P_ILL„_. 1A89 WIT G . EXTERIOR Q00R J t' A �OOtS�ERIEB Sq{.L V18A CH WAi 1 CAV}T'(LATH Qfit .r_4 D ��,—Ts 3 V�'SOtiFfD ATTENUA-TKlt18ATT ANDEaSEN� _ �'_O. ,"gg�f� BA�E4i ChS WFC i 11iNAt�PULL r -~- t tlt SA AND V2 $V2`SGiJND A fN1hTI@tt GATT uGHT CY OMAL PAT tit I r-^ - —~ s J SCR7 11 MSq"ALL HEATING PIPES SA DOOR � J I R g�p J - �N�RIVAL 6TtlDS V2 RAW may, wem JI fA.M0..Y RAOtt uvm am n'Er6I i.3�-41? IAA I JI CSG/^C .566 7Z 5e- Co ts A o4z'al ajeTio1)C s. Pik©P4S�D ti2S�" ��-a4i�. PLAN ZN OF k4ssgc gp ALLAN W. yG DENNIS `, /�STR RAL /9� / - �9p �1S'T W ��"l / �C. /7,e, �r K/4/4ge: �FSSI NA M/,t;�65- PA17-1 I'le �5 i • J. EXISTING 2X4 STUDWALL X'PLYWOOD NAILER CUT TO AT N� (IF REQUIRED) 2X10 JOISTS 2X10 JOISTS 1/2'DIA•THRU-BOLTS @ 32°O.C. WS-SECDON COIN.2X10 SOLID BLOCKING CUT TO FIT. N HEAVY DUTY JOIST HANGER SECTION 1 - 1 SCALE: 1" = 1'-0" I MARSHALL ABBOTT AL DENNIS P.E. OF M4 8 WHEELER PL. S. � 89 BRIDLE PATH MARBLEHEAD, MA SU NORTH ANDOVER, MA. 781 -718--2841 . GIST o t i r, .�,,w,J y�to ;. _ ,' * �,{ .8 _ v e IN—FILL WEB WITH 2X10 BLOCKING 1 W8X21 FLUSH FRAME TO 2ND 15'-0" (V.I.F) FLOOR JOIST HANGER 2ND 10" 2'-8-(TYP) 2" DIA HOLE FLOOR 200 JOISTS FOR ELECTRICAL TO STEEL BEAM o 2 Y4" x 6" LAG BOLTS AT 2'-0" 5'-6" 5'-6" 2%' GAGE AT COL CENTER (TYP) EA END aNEW _%" X 5Y4" —.—� I VERSA—LAM POST 1 NOTE: °0 EACH END (TYP) PROVIDE TEMPORARY SUPPORT WALL + 2'-8" EXIST 2X10 BEARING WALL PRIOR TO REMOVING FLOOR FRAMING WALL. DOST 8 x 10 BFJ1M .I.F. 1'-0" 6'-0" 1'-0" SIMPSON L90 SISTER EXISTING 6X10 oast.3 27e HANGER EACH i WITH ONE 1 %" X 11 )/4" (m)) SIDE LVL ON THE BACK SIDE. tN OF Mq ATTACH WITH 5 FM ��. ssq FASTENMASTER cVEWY Do. c COM sloe o�� nuns LEDGER—LOK SCREWS IN SUE DENN GROUPS OF 3 ® 16" - - c sTA O.C. No. 2'-6 !ST �� Y r � O I STEEL OPTION ELEVATION AT NEW KITCHEN WALL OPENING AL DENNIS P.E. SCALE: 3/16n=1 —0 I f n 999J 8 WHEELER PL. MARSHALL ABBOTT',, 1 MARBLEHEAD, MA 89 BRIDLE PATH 781-718-2841. NORTH ANDOVER, MA. •7 cif � k ��,'Jlk + 1 2 ATTACH (5) PLY MEMBER 15'-0" (V.I.F.) TOGETHER WITH 8" FASTENMASTER HEAD—LOK JOIST HANGER 2ND FLUSH �FRAME4T0 2ND SCREWS IN GROUPS OF FOUR FLOOR 2x10 JOISTS FLOOR AT 16" O.C. FROM EACH SIDE TO LVL BEAM SIMPSON L70 HANGERS IN PAIRS AT EACH COLUMN NEW 3Y2" X 7" (TYP) VERSA—LAM POST _—jI EACH END (TYP) 2 NOTE: 00 PROVIDE TEMPORARY SUPPORT WALL ON EACH SIDE OF EXISTING INTERIOR + 2'-8" EXIST 2X10 BEARING WALL PRIOR TO REMOVING FLOOR FRAMING WALL. oar'6 x 10 I 6'-0" 1'-0" SIMPSON L9O SISTER EXISTING 6X10 oasr 3 X120 HANGER EACH WITH ONE 1 %" X 11 )/4 t ) SIDE LVL ON THE BACK SIDE. ATTACH WITH 5" MD FASTENMASTER vvem El tH Of iygs LEDGER—LOK SCREWS IN N0 sLMsa a�E s90 GROUPS OF 3 ® 16" :" �o �N O.C. :r".s. .f•:r i; ;r^'i; •?':r�s; O� DENN W S TRu 2�+� S No.32584 -o t p LVL OPTION n6 ELEVATION AT NEW G� KITCHEN WALL OPENING AL DENNIS P.E. SCALE- 3/16"=1'-0" 8 WHEELER PL. MARSHALL ABBOTT MARBLEHEAD, MA 89 BRIDLE PATH 781-718-2841. NORTH ANDOVER, MA. a ' xt , �� + �✓�'Y. ;;' , -• �. .. •� , 5 �r. r',� ,y ,' ��r 1 r.. .� '�� 9't 5-1 X%91/4°LVLS FLUSH FRAME TO 2ND FLOOR EXIST 2X10 DGST 2X10 JOISTS JOISTS HEAVY DUTY JOIST HANGER AL DENNIS P.E. SECTION 2-2 SCALE: 1 " = l'-o" MARSHALL ABBOTT 8 WHEELER PL. MARBLEHEAD MA P�-It%OF 89 BRIDLE PATH � ' a.uww. NORTH ANDOVER, MA. 781 -718-2841 . �� tiN � O m `� STRU N0.32584 9 o�O,�FSF�r TE rV 4b �l i� •�fC �- t � t_ �1 F . ` 1 t +.! 5 � '.,J ' � L ¢ {}rt ��s General Notes: 1. Construction shall conform to the requirements of the latest Mass. State Building Code and all other applicable state and local code requirements. 2. Specified ultimate compressive strength of concrete shall be a minimum of 4000 psi at 28 days. Concrete shall have a slump of 4" a water cement ratio of 0.50 and have 6% air entraining. 3. Reinforcing steel shall have a minimum yield strength of 60,000 psi conforming to ASTM A615, Grade 60. Epoxy coated rebar shall be used in structures subject to salt spray. 4. All existing dimensions, conditions and elevations shall be verified by the contractor. 5. Contractor is responsible for temporary bracing and support during demolition and new framing erection. 6. Contractor shall field verify all dimensions and elevations prior to placing concrete. 7. All wood framing shall be 960 psi fiber strength in bending. 8. All framing shall be free from large knots, cracks or other structural defects. 9. Structural timbers, caps, stringers, bracing, blocking and decking shall be pressure treated southern yellow pine, No. 2 dense or better, surfaced to C. nominal dimensions on the drawings. ► 10.All hardware shall be ASTM A36, hot dipped galvanized in accordance with QASTM A153. 11.All roof sheathing shall be 4' x 8' sheets of 5/8" CDX plywood and shall be nailed with 8D common nails at 6"o.c. along all edges and 8" o.c. throughout the remainder of the sheet. 12.In addition to code required nailing rafters in areas with cathedral ceilings shall be tied to structural ridge members with an LSU sloped hanger as manufactured by Simpson Strong-Tie Co. or an engineer approved equal. 13.In addition to code required nailing rafters shall be tied to the exterior wall double plates with Model H2.5 hurricane anchors as manufactured by Simpson Strong-Tie Co, or an engineer approved equal. 14.Micro-Lam beams, designated as LVL's on design drawings, shall be 2.0E sections with an allowable bending stress of 3100 psi, as manufactured by the Boise Cascade Corp. or an Engineer approved equal. 15.Micro-Lam beams shall be connected together as follows: 2 ply members- 3 per row of 2 7/8" Fastenmaster HeadLok heavy duty wood screws at 16" o.c. from each side. 3 ply members-4 per row of 5" Fastenmaster HeadLok heavy duty wood screws at 16" o.c. from each side. 4 ply members-4 per row of 6" Fastenmaster HeadLok heavy duty wood screws at 16" o.c. from each side. 16.Formwork for new foundations sh I be Bigfoot F oting Forms as manufactured by Bigfoot Systems Inc. ia, C ada. SonoTubes shall be as manufactured by Sono u es t Carolina, U.S.A. unless specified p MAN W. otherwise. DEN STRUCT No. n+� A'�p9F � T A I .. suN�oon HEATING I}IMULAIVN: 1 785 1 -----^ Y OCA N8 STH FFILLL,�ALL RXTERIOR DOOR: _ d'-4' y ►fig CA fU V2 TH WALL CAV WITH TW3f3i vn d'-0" Ito.314 V850�'�,8��1l8' 3 VY g�, ATTENUAfI $ATT �Q� r _ fLiTL?A�8TJ1 D�1 V 80GND A T7@tf 611tt LIGHT OFI�.L� i r— f RJ AND V2 SLATE ALL HEATING MM DooR in k► 6' R Np V2 BATH w KITCHEN 3� ® 11 � ( FAINLY ROOM LI1lI1K.ROOK lyECW ge4W IAI (( I CElGi^C �5EE' myet i ' PRoP4SSO FIRST FLOOR PLAN of MAssq O ALLAN W. yG DEN m v STRUC L No.3Ar)10115 10'r /S _ 'l • E �Pt Mi254� RAS a "�`�_ ,,a 1�� "{�. .1.� �� ;'L .. ;.�''��_ ,t.i.,',.� bis b-�'�-.� i IN—FILL WEB WITH 2X10 BLOCKING 1 7-,, W8X21 FLUSH FRAME TO 2ND 15'-0" (V.I.F.) FLOOR JOIST HANGER 2ND 10" 2'-8"(TYP) 2" DIA HOLE FLOOR 2x10 JOISTS FOR ELECTRICAL TO STEEL BEAM 2-)14 x 6" LAG BOLTS AT 2'-0" 5'-6" 5'-6" A4" GAGE AT COL CENTER (TYP) EA END aN EW 332" X4" —� I VERSA—LAM POST 1 NOTE: 00 >: EACH END (TYP) PROVIDE TEMPORARY SUPPORT WALL ION EACH SIDE OF EXISTING INTERIOR + 2'-8" EXIST 2X10 BEARING WALL PRIOR TO REMOVING FLOOR FRAMING WALL. DW 6 x 10 BEAU(W.F.) 1'-0" 6'-0" SIMPSON L9O SISTER EXISTING 6X10 oast a 1/2+ HANGER EACH WITH ONE 1 3/4" X 11 y4" ((m)colulsas SIDE LVL ON THE BACK SIDE. OF 4MI4 ATTACH WITH 5" FIEn FASTENMASTER y FOO TIN SCREWS IN mrc sae AUAN w. DENNI ` GROUPS OF 3 ® 16" ^.s. .r`•i� .��;i: j i STAUC O.C. 2._6" No.32W4 !n ---I SQUARE- 1ST o S/ STEEL OPTION ELEVATION AT NEW KITCHEN WALL OPENING AL DENNIS P.E. SCALE: 3/16"=1'-0" 8 WHEELER PL. MARSHALL ABBOTT MARBLEHEAD, MA 89 BRIDLE PATH 781-718-2841. NORTH ANDOVER, MA. 4 �,.' a.., R,.. ;�.� ��' � i. i' � 12 /r .. F � •� _ � t � 1+ � i•• w q:' � C• �i..� ia�vS fin.« }t� ;�/F 1 . EXISTING 2X4 STUDWALL Y°PLYWOOD NAILER CUT TO FIT �N (IF REQUIRED) 2X10 J01STS 2X10 JOISTS 1/2"DIA.THRU-BOLTS @ 32°O.C. W8-SECTION CONTIN.2X10 SOLID BLOCIONG CUT TO FIT. N HEAVY DUTY JOIST HANGER SECTION 1 - 1 SCALE: 1" = 1'-0" AL DENNIS P.E. !, MARSHALL ABBOTT 8 WHEELER PL. nwww• `yT 89 BRIDLE PATH MARBLEHEAD, MA Sy "° ' n NORTH ANDOVER, MA. 781 -718-2841 , �90.c 9F�'/STEP � . . �:� =:.; �. 1 V / , ` 2` W 1('� _ 4` � Y �' .�.t� 'F.b 1`��i ''In wS �'�: 2 15'-0" (V.I.F.) ATTACH (5) PLY MEMBER TOGETHER WITH 8 (5) 1 3/4"X 9Y4" LVL FASTENMASTER HEAD—LOK JOIST HANGER 2ND FLUSH FRAME TO 2ND SCREWS IN GROUPS OF FOUR FLOOR 200 JOISTS FLOOR AT 16" O.C. FROM EACH SIDE TO LVL BEAM SIMPSON L70 HANGERS IN PAIRS AT EACH COLUMN NEW 34 X 7" (TYP) VERSA—LAM POST 00j EACH END (TYP) 2 NOTE: 00 PROVIDE TEMPORARY SUPPORT WALL ON EACH SIDE OF EXISTING INTERIOR + 2'--8" EXIST 2X10 BEARING WALL PRIOR TO REMOVING FLOOR FRAMING WALL. D'6 x 10 .i.. 1'-0" 6'-0" 1'-0" SIMPSON L90 SISTER EXISTING 6X10 MT. 31/20 HANGER EACH WITH ONE 1 3/4" X 11 y4" WECOUNta SIDE LVL ON THE BACK SIDE. ATTACH WITH 5" FASTEN MASTER � SH OF 4f4 LEDGER—LOK SCREWS IN WE sae o�� AUAN �y GROUPS OF 3 ® 16" - :;: - DENNI u' O.C. 2,-6„ '• v STRUCTURAL _ No.325gq ,n /STER LVL OPTION 'J ELEVATION AT NEW KITCHEN WALL OPENING ,. AL DENNIS P.E. SCALE: 3/16"=1'-0" 8 WHEELER PL. MARSHALL ABBOTT MARBLEHEAD, MA 89 BRIDLE PATH 781-718-2841. NORTH ANDOVER, MA. 3.�' y�.,�A�w' 'i _ x� � :.,.1$ �. ti � � .. � + - ' n k- �ti! ; ' I J 1 5-1 Y191/4°LVLS FLUSH FRAME TO 2ND FLOOR EXIST 2X10 EXIST 2X10 JOISTS JOISTS HEAVY DUTY JOIST HANGER AL DENNIS P.E. SECTION 2-2 SCALE: 1 " = 1'-0" MARSHALL ABBOTT 8 WHEELER PL. MARBLEHEAD MA �� -"0Fsq 89 BRIDLE PATH o ALL4N w. � { R � ti ..NORTH ANDOVER, MA. 781 -718-2841 . ST No. -09 �FG/ST to .. +V a .,1+ T • sr. � 4A, �.•:�"> s4 // j+May. i tltl�•.a�%G ,.y73`ro ny Py.y o... General Notes: 1. Construction shall conform to the requirements of the latest Mass. State Building Code and all other applicable state and local code requirements. 2. Specified ultimate compressive strength of concrete shall be a minimum of 4000 psi at 28 days. Concrete shall have a slump of 4" a water cement ratio of 0.50 and have 6% air entraining. 3. Reinforcing steel shall have a minimum yield strength of 60,000 psi conforming to ASTM A615, Grade 60. Epoxy coated rebar shall be used in structures subject to salt spray. 4. All existing dimensions, conditions and elevations shall be verified by the contractor. 5. Contractor is responsible for temporary bracing and support during demolition and new framing erection. 6. Contractor shall field verify all dimensions and elevations prior to placing concrete. 7. All wood framing shall be 960 psi fiber strength in bending. 8. All framing shall be free from large knots, cracks or other structural defects. 9. Structural timbers, caps, stringers, bracing, blocking and decking shall be pressure treated southern yellow pine, No. 2 dense or better, surfaced to nominal dimensions on the drawings. ► 10.All hardware shall be ASTM A36, hot dipped galvanized in accordance with Q� ASTM A153. 11.All roof sheathing shall be 4' x 8' sheets of 5/8" CDX plywood and shall be nailed with 81) common nails at 6" o.c. along all edges and 8" o.c. throughout the remainder of the sheet. 12.In addition to code required nailing rafters in areas with cathedral ceilings shall be tied to structural ridge members with an LSU sloped hanger as manufactured by Simpson Strong-Tie Co. or an engineer approved equal. 13.In addition to code required nailing rafters shall be tied to the exterior wall double plates with Model H2.5 hurricane anchors as manufactured by Simpson Strong-Tie Co. or an engineer approved equal. 14.Micro-Lam beams designated as LVL's on design g g drawings, shall be 2.0E sections with an allowable bending stress of 3100 psi, as manufactured by the Boise Cascade Corp. or an Engineer approved equal. 15.Micro-Lam beams shall be connected together as follows: 2 ply members- 3 per row of 2 7/8" Fastenmaster HeadLok heavy duty wood screws at 16" o.c. from each side. 3 ply members-4 per row of 5" Fastenmaster HeadLok heavy duty wood screws at 16" o.c. from each side. 4 ply members-4 per row of 6" Fastenmaster HeadLok heavy duty wood screws at 16" o.c. from each side. 16.Formwork for new foundations sh I be Bigfoot Footing Forms as manufactured by Bigfoot Systems Inc. ia, C ada. SonoTubes shall be as manufactured by Sonoc u es s t Carolina, U.S.A. unless specified p G otherwise. ALLAN W. R` STRUCT No. A90gFlT 'V E �to ,•� .l � � } t� e};' {' i The Commonwealth of Massachusetts Department of IndustrialAccidents X Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Annlicant Information n nPlease Print Legibly Naive (Business/Organization/Individual):. f"ta+r"1 I v ► . 'k'_�>Qr-1 r-\Qn�- 4 Address: I f-<kn t\ V( Q L-3 �,& City/State/Zip:ZQ.12!',1__ MA bbl St Phone#: -79( 9 ?j 190 Are you an employer?Check the appropriate box: Type of project(required): LE?I am a employer with 4 employees(full and/or part-time).* 7. ❑ construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.)t 9. Demolition 4.ElI am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 n Building addition 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.F-1 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp,insurance.$ 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box 01 must also fill out the section below showing their workers'compensation policy information. t homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a now affidavit indicating such. $Contractors 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 Ivor kers'compensation insurance for my employees. Belmv is the policy and job site Information. Insurance Company Name: I`�cL,6PA (�C Policy#or Self-ins.Lic.#: (O k V 9-3(^ 4 3(s 18 -9 -((0 Expiration Date: aU Job Site Address: 139 _k,1("k&q r\pC�`� City/State/Zip:Nd/t G 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-yearttnprisonment,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 fy under thepains andpenaldes ofpeijuiy that the information provided above is true and correct. Signature: Date: Phone#: Offlcial 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#: BbarN of Builtivng Regulations'arip. s License: CS-077161 Construction Supervisor ��� t..t.,�, BRIAN M BENNET3' o er 161 GRAND VIEW AM , _ REVERE MA 02151 l� r ` nnt� 3 t'I1S 1` "/►�•�n l.J��- Expiration: Commissioner 09/24/2017 • CT�ie�pomvnran�aeall,Ji d��%4GcrG6a�u�i�.. '` Office of Consumer Affairs&Business Regulation o" ME IMPROVEMENT CONTRACTOR 1 egistration: 1 }g555 Type: t -_- xpiration: tW2 �;7 individual BRIAN BENNETT — r BRIAN BENNETT _ ' - 161 GRANDVIEWAVE .�,A`s �y REVERE,MA 02151 Undersecretary c