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HomeMy WebLinkAboutBuilding Permit #670-12 - 111 PEMBROOK ROAD 3/21/2012 TOWN OF NORTH ANDOVER -APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received 7, v i Date Issued: P IMPORTANT:Applicant must complete all items on this page n n LOCATION Print PROPERTY OWNER _T Lb L L°�- Unit# c Print MAP NO: 33 PARCEL: % ZONING DISTRICT: Historic District yes it Machine Shop Village yes 100 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential `Z New Building 'One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial . j ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑Other `Septic -®�l�Tell'�`+ '*�'�`� ,[7 Flo�dplain��❑�VJetl'�ands�',x � 'p Wats s_hecl � `strict"`� _ 4 - , e.=_ � .a, _.•rz: tc.rhe_-� s=z., x. sJ i,. _.3,.f-..x.:...;.._ar�,.'..,::sx3'h? 3 .. .Z, r Di:f . DESCRIPTION OF WORK TO BE PERFORMED: (Identification Please Type orPrint Clearly) OWNER:.Name: IL... C L,G Phone q�'k`68�Za4�S Address:] 'CONTRACTOR Name: Phone:q77 ,68?-7G-?� I- Address: f S^ r Jam, _A- I Supervisor's Construction License: rJ S_S 1 Exp. Date: f Home Improvement License: �— Exp. Date: ARCHITECT/ENGINEER Phone:6?7q 35-7- - Vi Address: Aq LNS 1�1 Reg. No. Z 77ZJ� FEE SCHEDULE.BULDING PERMIT.$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F ' Total Project Cost: $ `=S6 6aD : FEE: $ ?H (o�; Check No.: Od Receipt No.: S 17 NOTE: Persons contracting with unre ' tered co actors do not have access to the gua fun Plans Submitted^ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ W TYPE O- SEWERAGE DISPOSAL Public Sewer SwimmingPools ❑' Tanning/MassageBodyArt ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales 0 Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ f THE FOLLOWING SECTIONS FOR OF CE USE ONLY INTERDEPARTMENTAL SIGN OFF - t1 ORM DATE EJECT D ATE APPROVED PLANNING &DEVELOPMENT El COMMENTS i CONSERVATION ' wed o S n ure Rev COMMENTS lJ HEALTH Reviewe n Si nature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes: Planning Board Decision: Comments Conservation Decision: Comments a Water & Sewer Connection/Signature& Date Driveway Permit DVW Town Engineer: Signature: 9 Located .384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124.Main Street Fire Department signature/date COMMENTS Dimension Number of Stories:_ 2 Total square feet of floor area, based on Exterior dimensions.-Z3ZZ Total land area, sq. ft ELECTRICAL: Movement of Meter location; mast or service drop requires approval o e 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 i i 1 Ub I �15 2 C- v 3 � Notified for pickup Date Doc:.Building Permit Revised 2011 June/mi i,: 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 o Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit i Addition or Decks a Building Permit Application ❑ Certified Surveyed.Plot Plan a Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract i ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And { :Hydraulic Calculations (If Applicable) Li Mass check Energy Compliance Report (If Applicable) a 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 N OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit j 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 Doe: Doc.Building Permit Revised 2008mi Location No. co U / 2 Date e - TOWN OF NORTH ANDOVER Certificate of Occupancy $ .., Building/Frame Permit Fee $ fv�- j Foundation Permit Fee $ Other Permit Fee $ TOTAL rt Check# /,0 Q 2` Y }Y 25117 `, ding Inspector GAORT:1h O p ^4 'jiq O4nv^r 4 9 SS1CH CERTIFICA'T'E OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 670- 12 on 3/21/12 Date: June 4, 2012 THIS CERTIFIES THAT THE BUILDING LOCATED ON 111 Pembrook Road North Andover, MA 01845 MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Taraleigh Development 115 Carter Field Road North Andover, MA 01845 Building Inspector Fee: Pre Paid Receipt: 25117 Check :1002 OR NORTH Q �TLED 16 toin o� APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION pDAA7[D �SSACHUS� BUILDING PERMIT # (o ADDRESS/LOCATION OF PROPERTY: ,M" Map 3S Parcel 9 Lot Number SUBDIVISION: N 1A DATE REQUESTED FILED/READY FOR INSPECTION: S1, 2, s,3Q 2— CLOSING DATE ON PROPERTY: (0 (1 11-2– FIVE 5 DAYS NOTICE PRIOR TO CLOSING DA IS RE UIRED ALL W - WORK AND SIGN OFFS MUST BE COMPL D WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS,( 2 .00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLI BLE CODES. APPLICANT SIGNATURE Permit Issued to: 71— L Address: N , A4}�f �AA ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW CONSERVATION W/A ❑ PLANNING N1 A ❑ DPW-WATER METER NjA ��tI SEWER CONNECTION q CeAlsjj t DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW / SIGNATURE File:Application for OC form revised Jan 2007/2011 ZONING INFORMATION. ZONING DISTRICT: R4 MIN.,BLDG SETBACKS: FR0NT: ;30,FEET SIDE: 15:::FEET :. REAR: 3Q'fEET DEED REFE33E1YCF BOOK: 1?7 z2=RArE 149- A=­­ 4$ _ N#9�2 30 E 1404 Z1 10"E 62 36' 37 80'. LOT AREA 10,550 S.F.t BULKHEAD 31.532.0' 4.6' 3.75' Al BURDtNCiTBACK LINE N ': �T1T1 m r 30`3' 46.0 N J ' � N N v 15.7 17.0 EX- CONC. F0UNDA710N o LOCATED ON 3/9/12 ' p o !t 30.6' cWi � o w J4.5 1 z ' N 7.25 0 19-V tit 22'o'22.0' — fY - L ---------- 1= c� = 36.6' 34.t' t. R=570.58' 1=722.88' PEMBROOK ROAD 1 CERTIFY THAT THE FOUNDATION SHOWN WAS LOCATED BY AN INSTRUMENT SURVEY AND THE LOCATION COMPLIES WITH THE BUILDING SETBACK REQUIREMENTS FOR THE R4 ZONING DISTRICT. FOUNDATION AS—BUILT OF �La�lx D# 111 PEMBROOK ROAD .' o _ N. ANDOVER, MASS a isa6 1t H PREPARED BY: o ro41S$S SULLIVAN ENGINEERING GROUP, LLC RL 22 MOUNT VERNON ROAD j BOXFORD, MA 01921 (978) 352-7871 DATE 319112 SCALE: 1---20' N®RTF, TO'" of A- over O LAKE= 011. dover, Mass., ' T =+ COCKICMEWICK . BOARD OF IJEALTH EliMIT T D Food/Kitchen ra Septic System f'A BUILDING INSPECTOR , .. . .. BUILD THIS CERTIFIES THAT...............::....... Foundation has permission to erect........................................ buildings on.. 1 /f *mn cto be occupied as.......................� .... . i : :� f ? �..I! ............................................... ......................... y ,�� �.. provided that the person accepting this petmft shall in every respecconform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relatio to the Inspection, Afteration and Construction of Buildings in the Town of North Andover. PLUIvBING INSPECT R . VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough �T` 77 Final!/ If.�{.. 6'X4-11z— PERMIT X4-z - PERMIT EXPIRES IN 6 MONTHS ELEcTRIeAI,INSPEc UNLESS CONSTRUCT�I ST'ART'S ����-�' �.:,...,... ' ...... ...................... Service �. . . .,.,. .. BUILDING INSPECTOR final ��'-S � 6 Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final 0///` No Lathing or Dry Wall To Be Done FIRE-DEPARTMENT' Until Inspected and Approved by the Building Inspector. erfr Street No. c SEE REVERSE SORE Smoke Det. �AORTH 0" O dover. 0 . T �O �'=- LAKE O dover, Mass., COCHICHEWICK DRAYED � �C;1 a BOARD OF IJEALTH PEI�iMIT Food/Kitchen Septic System �+'�✓ BUILDING INSPECTOR , UILD NSP . ' 77 THIS CERTIFIES THAT........... kk..c.................................. .. .............................................................. ...... Foundation has permission to ere *mn'ct........................................ buildings onfto be occupied as.......................� :: . f. .. . . �f��L./....f! ......:........... ... .. A. �Ycf'J2� provided that the person accepting this p mit shalt in every respec conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-laws relati. to the Inspection, Afteratiori and Construction of Buildings in the Town of North Andover. PLUMPING INS CT9R VIOLATION of the Zoningor Building Regulations Voids this Permit. Rough[ . , , `�y I- �� � . 9 9 �s �r s� Final 41111f. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPEC � UNLESS CONS UCTI7STARTS �,lr� ._,...!��c ...... ,..�,., Service 9 BUILDING INSPECTOR final f��S 6 Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. 3p e Street No: SEE REVERSE SLIDE smoke Det. NORTH TONM of Andover .. . No. o , dover, Mass., 3 �� Q - L COCHICHEWICK V %�oRATED v ` BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR � . �� � THISCERTIFIES THAT......... /.. .......................................................................................................................................... Foundation has permission to erect........................................ buildings ............... ..................... Rough 40 b8 Occupied as �/"x..1 ..1...`�.: '. Chimney p ..... ............................................................................................ provided that the person accepting t is permit shall i every respect conform to the terms of the application on file in Final, 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 CONS1RVCT10 STARTS Rough - Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SLIDE Smoke Det. ZONING INFORMATION: ZONING DISTRICT. R4 MIN. BLDG SETBACKS: FRONT. 30 FEET SIDE: 15 FEET REAR: 30 FEET DEED REFERENCE. 19. BOOK: 12732 PAGE: 148 ASSESSOR INFORMATION: MAP 33 PARCEL 9 I N19.02 30"E E 62.36' 37.50 4' HIGH PICKET FENCE LOT AREA 10,550 S.F.t BULKHEAD 31.5' 32.0' _MIN.BUILDING SETBACK LINE 4'6, 3.75' _ � � �° 30.3' 1 46.0 O 00 tN 15.7' 17.0 EX. CONC. FOUNDA'nON a ; O 0 O LOCATED ON 3/9/12 , No nNi #111 30.6' 14.5' z +j N 7.25' 419.5' C W 22.0 — � U a' a z i ' 34.1' 36.6' R=570.58' L=122.88' PEMBROOK ROAD D I CERTIFY THAT THE FOUNDATION SHOWN WAS LOCATED BY AN INSTRUMENT SURVEY AND THE LOCATION COMPLIES WITH THE BUILDING SETBACK REQUIREMENTS FOR THE R4 ZONING DISTRICT. ✓ # FOUNDATION AS-BUILT OF 111 PEMBROOK ROAD N. ANDOVER, MASS tug 0.41586 Go) PREPARED B Y.• SULLIVAN ENGINEERING GROUP, LLC '�ssloivnt� 22 MOUNT VERNON ROAD BOXFORD, MA 01921 (978) 352-7871 DA TE: 3/9/12 SCALE: 1"=20' Ml© 1 - __._ F F- 1 Hit H HE EE H STREET ELEVATION _--- TLD LLC III PEMBROOK ST. NEW HOME NORTH ANDOVER, MA 2/2/2012 SCALE 1/5" E'L _ RIGHT SIDE ELEVATION TLD LLC III PEMBROOK ST. NEW HOME NORTH ANDOVER, MA 21212012 SCALE 118" - I'0" 9 -_'-�-rte?-- I"'._1� -ii`j�_'7�.�."1_7_' .� .f'I'�- _ H rr 'x �21., 'm L S1 r t a 1a�y1� 1r{L T �T .r ��`� `"' ��7 �. .� L. r 1 7 r r r S L t 2 1 .T1i C ' I I El U M REAR ELEVATION TLD LLC III PEMBROOK ST. NEW HOME NORTH ANDOVER, MA 2/2/2012 SCALE 1/8" = 1'0" oma.«r,..,.,.A..on,.N,«,�.r . ��P•,a,sa.,r..w..nm•„rw.,wx:+...._... ...., LEFT SIDE ELEVATION TLD LLC I11 PEMBROOK ST. NEW HOME NORTH ANDOVER, MA 2/2/2012 SCALE 1/8" = 1'0" tR"t<h( (-ra 0 Sp goo") w,Ttq W454�R To Gkl5T/UG FouNO4T7ON M*<a. 3" MAX IL" PaoM En+D OF MAe-N PL4rE ANO MAx. MtN Z P@.0. ;La"Tt EXSTNG.BULKHEAD ENTRY . C - __ - - - - - -_ - - - __ - _ 0 ' I 711A aI M' �M TE g ATE i 12"k24"FTNG.(TYP.) (TYP.) DROP _ BM.PKT \ I BM PKT Av NoA. $oar w," Lvla•51i@R, ?`' t3 N,g @p m I Itigx ra`-O'of MtN 3" " ( a �4x t2" Gaon, a-0 O � 2 sc(L OeeP IC P GR.sLa'e Z pea. Pt4.T8 I w i TH 3 b.4- 04As FITC 1 3" 31/2'9/C LALLY COL W/SIMPsoN LCC55}25-3.5 CAP(TYP,) T' EkSTNG.WINDOW '�-EXSTNG.WINDOW PIP Asp `._.. ._...._._. Z7 22''0" FOUNDATION PLAN EXSTNG. FDTN, EkSTNG. FDTN TO BE RMOvD. NEW FDTK WALL ��(N OF 41,gS, LAWRENCE,rycy s .. .HAROLD' 3 Ii y TLD LLC 7765 �O 111 PEMBROOK ST. NEW HOME NORTH ANDOVER, MA 2/2/2012 SCALE 118" = 1'0" 46•_b. �I 1 I D I— 1 X t tj �4•-0" I I 1 - t 7 SX 9 LU L 0 s 3 o j nI x 1 b•-aw 12•Zxro� t0 8 r- E U E 1 1 J o,rr K t s i•. S z o ► 1 I _._ . ._.... .. ..._... 8�_b" - 19•-b" 4J•-b" FIRST FLOOR FRAMING Of g LA4VRBNCE .S _. _.„...,___._..____._�.......�._.__._._ ___.,__....._____..._.._..__..__........... . .. . _. g HARD OG _- p y TLD LLC ?,Q G 27765 I<p 4 III PEMBROOK ST. ST F-�' �` NEW HOME NAL ENG NORTH ANDOVER, MA 2/2/2012 SCALE Us" = Ve" I t 2-I.1Sx 9.2S LVL t 2 Rowg 3g/8 16°oe wP"s0 63'-e• L t N ES 1'1'-7• —.1•-19 IH6• 9'-10 6l e' 32'-9 5/16' ALL SXT>rRIgR ww$ _ To 8E CO&PrIWOU5 -3 g 5 Lw-ruRq't. -PAIV S L m S1404T Iive- S8C" OIL Atm 2. ! 6 to $ CIC E A x 2 2t o r -1-7;A t6 tL L m t A � ° s 3118 I6 � 5 - � _ t Z- i Z1 I l a-2x4 1 3- 3 2x q G Gl4RAc-�. 22-e" Oooct. 1-01/2' —12'-5 112 Pft,4M tlVC" L— D la'-6 ErA(L NoYES DousLe Jot ST SECOND FLOOR FRAMINGUNDex WACLLS SES '-*P- FoLLOWIN6 ATTA,Ctt>:D DErA%L. sHaerS Art-- v4v,4%JERS 2-2x1.0 Wtn4 C'A(LAt-.I Doo PATH OF,yj 2 -2x6 t3uGCPT A•5 tZ FRa1MtNG R60u1Qfime—Ts y�F �S 6T�FERw_t.SE .......NorL.O.- A'NING MIN coRNSIP. Arup o 90 FIlAtut e. o STA1 t`S r WRENCE y G eve�Ac. HAROLp NOTQS Q LVL CDNN 6CTt 0/A D E•Tq I. S OGDEN -- �EGK NOTES ANI) O 6TA tLSp y � /I TLD LLC r$ Z F 66 p / cc III PEMBROOK ST. NEW HOME 510NAL EN�' NORTH ANDOVER, MA 2/2/2012 SCALE 1/8" =110" 7el(o� luk��.5 CEtwrie• jo%s ' ro Rh-MiL t-tQler�� 42'-3 31.4e'- -11-1114'— 14"11-1114'— 4'-31/2' 11'-51/2"--- •-11h' 9'-t' 0 T N M COawBcr Lff _.__.. IN GB�t�NG JOIST W 414 - I 7-16& iuAtL5 4 0 J o i ST m - Zx l0 et6"oc- R 0 1 EVUE EE 12.c Oft PLAN B'-!3/4' 12'-5 Ih' 42'-3.314" ATTIC FRAMING SH Of 4fgs,�9 LAWRENCE_. -'yG ..,.............................__.....___........,......_.,....._ .-.. __ _ F� HAROLD OGDEN v�, TLD LLC.O ����I 2 III PEMBROOK ST. /si•t� 4``' NEW HOME NA1.L NORTH ANDOVER, MA 212/2012 SCALE I/8" = I'0" 2,1.75,- 7.2 5 �_v 1L )f 11 Z"oc- 51mvso'v Hoa-ftlovs (Ucli RAr_lr"c_ .......... ................. 1-0 . F"_I FTF F- I "I ........... 'f 7_7 F_74 i J" I ..------- 7 ­Jy I_•._. 3 2- .......... I A'�PS CA.) 314.......... ROOF FRAMING (�tt 16 L uL �\.J( OF 3at pg U�WRENCE !fit.."l'6-PA)A,T'E, i,,7S fr.'�P, .7 hAROLD N TLD LLC 1"r*! e. cw Ill PEMBROOK ST. .Q NEW HOME b - 4. NOR THA NDOVER, MA 1 ."v 2/2/2e1 2 SCALE 115" = 1 0 -• 47•-9 914' --- II'-1 1/4'---- --4'-9 117"- -- 1/2^- --9'-4"------_-< m 71 r �n m � •T r I m -.----8''99/4"��. ---•-.1'-B II7"...__. -. _._.17�-B Il7`._,..______.__.,. -_..__ _:......Ip'.m•._._n.--,-.._.,..._�� ROOF FRAMING - - One- TLD ne TLD LLC III PEMBROOK 9T. NEW HOME NORTH ANDOVER, MA 2/2/2612 SCALE I/&" = I'6" s 25 YR.ARCH.SHINGLE 1511 FELT 3'ICE/WATER SHIELD 8"DRIP EDGE 12 1/2"CDX 2X10 RAFTER 7-l6cQ Nk�V S —_ r S�+kpson� N 2.r A HUPLQ%cgn,@ Ct tp UOUS SOFFIT Ik3 STRAP DGE VENT 112"BLUEBOARD SKIM PLASTER ---112"CDX TYVEK HARDI-PLANK bHwo rr�•. 1/2"X 12" zANCHOR 2-2k6 P.T._ BOLTS SILL 10"X 134" /3060PSI I-JOIST FINISHED � GRADE —. _ _ 10"X 20"FTG GRADE .I I I— 3000 PSI DAMP-PROOFING_ I I= W/KEYWAY CLEAN BACKFILL d"SLAB d"FDTN.DR. I I=TFF=-TFil I i_I I I—III_ 3/d"STONE •,III_ ���—ul—IiI_II' -- DETAILS — NOT TO SCALE SECTION — NOT TO SCALE TLD LLC III PEMBROOK ST. NEW HOME NORTH ANDOVER, MA 2/2/2012 SCALE 1/8" = 1'0" • i GyPSr)tn MIN IV WOOD Q®amp Req;a,yo-speea .�N+C: /14 a 2.Y 131 oklrgel6°ae i'6d! a 12 OG.I at stud rfm to nret.let All other na/llrg not ahomn �CQRN ER°. .... -'./�t it Seer Para endSeoet/om. to be/a eoM•annaaee m1th ja R,l�: l�Il x:.121 ra<axr•lcpm Clips ___ _ Tdb/e 06029 ev or the . jmf Ce/lfng Rdnar Meeexhuseete Codegeh Edltfon - cotxnecuotm. � Toe Nall 2K Black ng � t P?A1t.INtt•, (9J-ad toile (9J-sd rally o 6"o.o. Ew Bd tag tulle o 6"o.c .� .. Par block Conn,xt Drytttal/mfih !9J pa bA=k B/ock/tg . Type W a S edema a/Z"a,a, Connect Dry-wil mfth •, pa-ASTM C 1007 /the - _. Tytae lU a 8 acrLaua - i minrmum penetratfon Y s/e" _• a 7.�o.c,per ASTM ayn.J clGblmanm/n OuT51Dtr CORNER pP'CAIL psnstreelon ad Toa ma//a 6"o,e- of 5/B"ltyp.J tZy7J Conwet tib//a Roo,Sheeth/rg 2-Y B/ock/rg o l6'o.c. (... w1th ad mall. at stud rfm to r/rat.bfet ( .wet GKP6uM, $QRgD': y 12"me /n the ltrterforo. 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BbARD °•1„ /?"did A907 Anclwr Bolt m!w ..,1 fin meMtachrm dmvgs Wow out eppotel or the orgrnma- .j"J H1f11V6 nut arra'meshsr:3 W min -G7'vox, p°�< }- N m Wre mqy nseuH i Nie with the w!l tvx/ng . ., from one'/and mart 6'•0'ox each plate ".• ra'.�rmsmmte d rho Cada. hAAt�,IUT(/•,. :, a ae ahoWm on the 4towlrgs. 6GQ C IZ, . M/Mmum 2 Boll.per wd!/Plate. 1.-:O Sd naffs-7/q". ". .. 64;e.R. 31 Ptsrinend/cular ad nave.2 la'x o.0,10' Parallel tbd Walla-3 ua"x o.l3s" GoGRuiNgY t0 Floor Framl !bd marls-9 fn"x 0.as' nq to Floor Framinq Braced Will Pane/Additional Connect/ons ate'��tAM1kG . 6LOolc Gypsum Wall Panels Construction �'`m1L$ ' Braced Wall Panel Additions/Connections For 4/1 exterior malls ',602,10, Cont Inoue structural panel sheathing ; `tiup11N OF Mme$ All other Walling not shoran to be HOLD N GRRRGE CORNER• IDe*AIL in conrormance with Table 602.3(0 OGDiN y or the Mass. Code 8.. Edition CONTINUOUS : S NE+4•rHw G"ONAL IV* MtN. R+ I 3g( TLD LLC ill PEMgRpor, 5'I' I D I ' Newer to extend Neck-Asr to erxtend iova-llAs/!Penal plate over(Uel/p~/Doub/e T � T Roma Sd o 3'0e— )c ak k k t h h h k h h Cotvrect plate to He 5pl/ce pp�� Witt 2 roma lod wads a 12' �C !f nsqu/red b a ' n _ e--- 6-ldd 6/nkere =--q. _ _ N•..__ hrlbaon *\S?C 52 — q.Stud to Header : . +i '.'*11.+ al each erKt of l i t '� yc^a •mra ! on/ne/de raveor n ln9 lAdd /a000r� -3 raua Ad rte!/e 61 �. No Int 0 D extend to or wall t D ®'I?"o.e, (it ,J /n Pl �P tf naeded i $ qpg i i p 4 3 $ c-O&Aect Plate to ' AIA M\VPGE 55MO Nt D O S i �� Connect Sheathme to Header 11 1 NQ tt �i "• Q p h with T rows 16d Sinker PYtaxr/pt/ve Dolton -� ,r; �t y wlih ad natio /n 9"ox- p do Na/le a 9•o,o, i. Based on IRC 2004 t _ Gr/o'as shown n M 1 DDC-E t Porta/Frame C h it t SEcno� t t Htock/rtg for sheath/ a Sheath1v Spltce t� 4'above tap or A/terra!/va t �i Z N Rbo2/o t 0 v 1044114" ti ii fourxaat/on,Connect / -q•$ t t t With(9J-16d Srnker Na/(e t A Sd Halle-All Studs,Plates, t Re weal for u / or j it it 6/lie s Bkxk/ng m 9'o.c Double Door Co""ect Studs w/th 2 rows it �i .� lod rolls•4'o,c, I i u u (TJ-S/S"Anchor Bolts with 2 xT 1ts, 7'UAeelwd,plate Garage Door A307Ho/te 7"embao;(min) �/ S D �5�'71e f`1OT�, STNA-14- $7'pA+•. •40owe/e at Bonnerh / Nn1' RFOiJt�b;p (/ � �� ( Sheathing t25qulrerrrents "t4 Reabar, T.B of ruell l (m/nJ/ cone. w .. 1'-4' t%oud/rote with Ger a Pei- Door epfo• ��, a•.+�. � tt' . (min J i Doe✓'rough opening Gbtrble Door Z''ON Mw+ RoR sf"T SToa� oR 2 STOP'1 /lPPLee.Ahays ---� ' Clara e st l er¢�•a- ma na _ Door ;,,• , J" ' 17 Min. Framtn Re ulrements lm5th 13 OF y (610711a"J 1nt° .! •r; �° uWRENgZ wrn�a �... n+rwaaa,., evPoel 30"rI >aa. SiMDIo �..�T.. ...iHf app •aM4tla NaMan m."n Mwp . ' i:uosaaAa,.awa"w,aa.rpaa yw .,� ".eOGo°p'w's`•um »rma.,.�a>a TLD LL G, ...�aw�,gryuppy„„b.mGM.flp,,\ <<i r��t�ra�Usr� wr i v STRUCTURAL,GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE O EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR I. ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,OR APPROVED WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS EQUAL i INDICATED ONTIDIARCIILTECT'URALDRAWINGSWITHOUTAPPROVALOFTRE Fa,r., sPnuNc 9Pnuuc ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING RECOMMENDATIONS AND SPECIFICATIONS.E=2,000,000 PSI,Fb-3100 PSI. REQUIREMENTS OF THE CODE. ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF i Z R 0*5 CASCADE 1.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT e [LEVEL TRUSJOIST LVLs Fb=2600,E=1,900.000 PSI ARE AN ACCEPTABLE ALTERNATE. i APPROVAL OF THE ENGINEER 2 2 ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR I 21. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR I5 i LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED 6 CC- CC j ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES INSTALLATION 6PncaNb.' SPAww• 3. ALL LVL S TO )UAL TMEMBERSTOGETHER BUILT UP BEAMS OF MORE THAN THREE I REQUIREMENTS AND THE 8M EDITION OF THE MASSACHUSETTS BUILDING CODE MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF h" dia BOLTS, ANSI/ASME STANDARD B18.21-1981®12"oc.STAGGER OR OFF SET EACH ROW FOR 1&2 FAMILY RESIDENCES. 4 0 0 3 Rows j BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF i 2" AM WITH STANDARD WASHERS AT BOLT HEAD AND NUT,DRAWORAS SHOWN ON ENGINEER:LAWRENCE H.OGDEN P.E. r— o I O 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 198 EAST MAIN STREET TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR ON i GEORGETOWN,MA.01833 ! t POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 978-352-8318, cell 978-502-5921 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS Qa 6"OC.® NOTES. PANE[.EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. q SCREWS TO BE FASTEN MASTER TRUSS LOM 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6-OC.(ja iOR SIMPSON SOW SCRBWS TS. PANEDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. SEE DRAWINGS FOR LENGTH OF SCREW AND CORNER STUDS TO BE ATTACHED TOGETHER WITH A6D NAILS®24"OC.OR AS ON CENTER SPACING. 2) ALL 2 MEMBER LVL BEAMS TO HAVE SCREWS SHOWN ON DRAWINGS FROM ONE smE. 8, GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPES 3) ALL3 OR 4 MEMBER LVL BEAMS TO HAVE SCREWS IN MIN.OF WITH ASTM 01002(�12"OC.AND SHALL PENETRATE SCREWS FROM ONE SIDE UNLESS OTHERWISE NOTED ON DRAWINGS. FRAMING A MIN.OF 5/8" IN 4) USE TYPE OF SCREW SPECIFIED DO NOT 9.ALL OTHER FRAMING TO BE PER THE STH. EDITION OF MASSACHUSETTS STATE SUBSTITUTE AS CAPACITY MAY NOT BE BUILDING CODE,IRC2009.FRAMING LUMBERfb=875 psi,E=1,300.000 psi ADEQUATE 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, DETAIL OF CONNECTING INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. LVL MEMBERS TOGETHER f SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDERALLOW SUFFICIENT LEAD TIME FOR DELIVERY.USE SIMPSON HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG TIE RECOMMENDATIONS,OR STAINLESS STEEL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS FOR LVL BEAMS 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. tH OF 41 13.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD cy CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE WEIN�`soul 318 112 ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. g y 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT s,, s DRAWINGS INCLUDING SHOP DRAWINGS. a �p O ti ST6 ��W 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. W ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT INSTALATIONMANUAL. -- — 17.LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND T SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH,EXPOSURE B. 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A H AJl=PI �^ O I�� N MINIMUM BEARING CAPACITY OF 2 TONS/SQ FT T to l C 1 t t PEf�ge.00>z. 5.T' NO P-714 t ta,r�cir>il. EXTERIOR DECKS,PORCHES&STAIRS DECKS,PORCHES AND EXTERIOR STAIRS TO BE DESIGNED FOR THE '.., ...`..::...: ... .. - . . .. ... FOLLOWING LOADS. L1YE LOAD 40PSF,SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND '..!S Q.e'.6Ycc;•s+4x. ;..;_,.... . •v�A1-yrh_', rt!*� - _ UPLIFT FORCES oit� _... . Tf TH GUARD AND HANDRAILS:200 LBS IN ANY DIRECTION AT ANY POINT. ! iF Fa7t'Jof"sT'' I e � n 4 +,G SMacwc i nuew �pwiuc '40 QVFFD;II.COMPONENTS:SO LB&HORIZONTAL ON AN AREA EQUAL TO 1 SQ.FT. '..'.... '. .-.,. ... ... -IT'S.. .. . STAIR TREADS:THE GREATER OF 40 PSF.OR 300 LBS LOAD. " • o t DECK CONSTRUCTION IS COVERED IN SECTION 8502.2.2 OF THE a EDITION OF THE MASS STATE BUILDING CODE FOR RESIDENTIAL CONSTRIICIION. NOTE:NEW SECTION 8502223 RE '... - R J QUIRES A DECK LATERAL LOAD � -'--� . . .'_..._-.. ....:... .. .. ....,....,.. .. Or.Nr l ' CONNECTION.SEE ALSO MASS.AMEDMNT TO SECTION 1k602.10 FOR UNCONDITIONED PORCHES. r_. +.- "-RE¢ - a COVJn,E.[T'OR p 3��6 pgyiEN M REFER TOANNIERICANFOREST&PAPER ASSOCIATION(AF&PA)wwwawc.ow 1-i...i_.. _..,..__.... . _. ' i R 0Y- A PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GIDE(D &09) .. -;... :., S . TE MASS AMENllMENTR3o1.1.1.CONSULT A � °5...:221-G�N72,FL�-SP�UN4 6D P.5¢ DBcK logD PGUIDE. IONALFORTTEMSTHATARENOTINCOMPLUNCEWTTHTHL$ J N r-SS-_�.t WeF:_ d2.�•21_3_:-.. �.���2QOQ.+,. '......�__...... g vte0� DSulc G"oc, a._...._.+._..,_ ..�3Y313_i._.e�g -G4oRQo5KL_.Q,R._ Gc A, fe 1.,..�a 5°oc SI PSON STRONG-TIE ALSO PUBLISHES HELPFUL GUIDES TO DECK �..:.. ..!..,SIMPsdN D: O .w:v> CONSTRUCTION. -1—t.._ . ,...,....l.. ._..,.. RQc M '�DR?'I,in� ...,. . ;._ 0-1" To IXZ' w,De ,4• oa. .. . . IIL`_1" 'ro 14 w rve 4-'oc ALL WOOD FRAMING MATERIALS TO BE PRESSURE TREATED. �._......._....._.�.. FHC_.,.9�P +_ ��tN/aL ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. �- 4':FkA9FhtljCv•A*1R'vWArEQp�2pbFip�; g`.l "pefeS; I'NIh,ILlyh ONNE'G71'd••1.�...,-'l'q»sem G.K�E,.ED4E .. CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION i_.., f tVJ Ng q -n o H v UR S AN F- MR R FINI QL QI)LLETIf`� D R �-2.1. .4. � ,...... I .T, .t .A PR R ME�.4 sr 0 0-[x;1 E R.. REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR i _ P F �h1t 5-��� gp PEAUggp 666 ,.. !... ET$ EXTERIOR FRAMING AND THE CONNECTION MParvUFACTIIERS RECOhfMENDATIONS. 9?7.......G<�N c k LEDCsER G014NPGR'Q. . � 12C4_. V.. _ , ... ��pt.TH OF,y 3cD WMNC2 yG F HAROLD Dee 3(g f I Z as c oF�Ss�ONAL EN���� DECK Not L'4 ANO p9LTA4(-S TLD ►-`C, Ili P'smo moon- sr r 0.+OIT+4 AarS��*.yGt� �IB�IL f - Ia�r;tChuutts-Department of Public Safet,%- Board of Building Rcgyuiations and Standard's Construction Supervisor License License: CS 55417 Restricted to QD_ j THOMAS D ZAHORUIKO 115 CARTERFIap RD N AND01/EI MA Expiration: 45=2 ('.mmi+4i�mer Tr;-- 2109D I Plans Submitted Plans Waived❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Pnblic,Sewer Tanning/Massage/BodyArt ❑ Swimn&gPools ❑ Well ❑ Tobacco Sates ❑ Food Packaging/Sales ❑ Private(septic tam etc. ❑ Permanent Dempster on Site ❑ THEFOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF -U FORM DATE REJECTED DATE APPROVED PLANNING:&DEVELOPMENT ❑ ❑ COMMENTS_ CONSERVATION Reviewed on: ! Signature COMMENTS c) � � s'n tab HEALTH Reviewed on Signature COMMENTS L,415:n `roUjk) uJ Zoning Board of Appeals:Variance, Petition No:, Zoning Decisionlreceipt submitted- yes Planning Board Decision: Comments Conservation Decision: N1/ A Comments Water&Sewer Connectionlsi eat e& ate / Driveway Permit li 1• DPWTown Engineer: xrof� K.1� ___ _____ Located 384 Osgood Street FIRE DEPARTMENT -Temp * ster on site yes no Located at 124 Main Street Fire D arlment si ep gnature/date COMMENTS the Commomvecekh of Iffmachuseus DePacrbnefit of rft& t-W Amidexty Office of�nvestigons -6.04 Washing-ton Street BOAM4 AL4 6211.7 WWWL"Uz Workers' Compensation lmuranc:e A.ffida gil uder An lic aW Information rs/Contractors/Eleciricisus/Plumbers Please Print 'bly Name(Bngin an;za Mih diviaal): Address: l City/Sta#e/Zip Phone it g` Are you an employer?Check the appropriate bo= 1_❑ I am a employer with 4. ❑ I am a genes contractorand Type°f project(req red): emPloYees(flit andlorpart time).* have hired the 6. New construction _.® I am a sole proprietor or partner_ listed on the shed sheet t 7. �]Remodeling ship and have no employees Th=�_ have wotidng tut int;m 8- ❑Demolition [No warlrers'comp- S. 0 W�comp.t�Ce 9. []Building addition -� mon and its officers have=Zrised thtir 10.[]Electrical repairs or additions 3. -I am a homeowner doiag an work righ t of eaz��p,M� I 1-Q °R'O �P- c. 132,§1(41 and we have no �_. rhmbipg wits or additions amployars_ [No Wot ore, ❑ mPaas Comp-MMAraucc warred.] 13.[]Other `HO rLM rhes 1� aV ebb M oar Z ' £.s•mom' t HomeowM who soleaaicthis ia�g —dais an�aad�I�aaiae� � �Coatractaa ihatrhr�this b�mit attached m, SubmMk addi6oasl sheet.ahowmg8�e:�-�gm-- - -- - a m±wr a ��-�--"_.. _. _ and their 'romp-Pa�Y izffo�ion. m f lover Justisprrwid"urg workem, onvenomfionf�m"eW Belote is thePofrcy and jab ske Insurance Compialy Name. Policy#or Self ins.I.ic.#: mon Date: Job Site Address At twA a copy of the workers coC 'l mPtmsa6on PoBe9 Berl waf lien Me(showing the Pofiey number and Failure to secure cavcrage as m4�under Section 25A 0640L C. can lead to the e8pirafion date). fine up to$1,500.00 and/or one-yaw east,as well as imposition of criminal pez>�of a of up to$?50.00 a day against the violator. Be C�Pecs m.the fig of a STOP WORK ORDER and a fine that ae�t be Investigations of Ste DIA-for insurance ,�SPY of this may forwarded to lite Offiiee of Ido hereby'cargry.andigrff, pains and- afPi jury t7eQTMe reform.. P ss tragi and correct Signature: Phone rte ► Do not write itt dais arieq to be eomplefed by city or A"M 01 i— City or Town: Issuing Authority(circle one): - pease 6�of Heald Z But7amb Depatrtment 3.CitylTown ©erk 4.Eleenical Inspector 5.PIumbiag hspeetor Contac Perst►a: Phone ONM Of yAndover /� /�I 7"' 1TM't3:•N�V X14 M L F No. �/{/./)V//-,// / � q ..r i s�;�,�[������_.'et„°4 job^= �� b • o ,: - dower, Mass — XWCMEWICN r, �s�� ea S 1 y BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THISCERTIFIES THAT............. ..... t.. .... ., ........................................................................... ................................. Foundation / _.. ..__ (/"c4 'l f�/'�c� �C has permission to erect........................................ buildings on../..�...................................,........ ............,......................... Rough �/ r to be occupied as �{ Q;, ��',,,!, �,,,,,,,,,,,;,,! Chimney . ...�w . . G....� v.........'..... a , ................................................... provided that the person accepting this permit shall in every rasps conform to the t rms of the application on file In Final 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 PER. /U EXPIRES IN 6 MONTHS Final UNLESS CONS` UC ON "17/RTS ELECTRICAL INSPECTOR Rough ......e... . �..r,..0.,.., .,F�. Service / �/ "BUILDING INSPECTOR Final Occupancy Fermi Required t® Occupy Building - - - - _ - - - - - - - GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. BurnFIRE-DEPARTMENT ex _ Street No. SEE REVERSE SIDE Smoke Det.