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Building Permit #151-14 - 67 RUSSELL STREET 8/15/2013
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION J lJ Permit NO: �/ �? Date Received ' Date Issued: I , RTANT:Applicant must complete all items on this page LOCATION Print. PROPERTY OWNER �4„�,,,�� �.•�_ KVI�f. c�., Print 100 Year Old Structure yes MAP NO: PARCEL:_ZONING DISTRICT: Historic District yes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Resi ential Non- Residential New Building One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: 0 Commercial 0 Repair, replacement 0 Assessory Bldg 0 Others: ❑ Demolition ❑ Other 0 Septic 0 Well 0 Floodplain 0 Wetlands ❑ Watershed District 0 Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: 4.,e — Identifira.tion Please Type or Print Clearly) OWNER: Name: J� ,.� �NO Phone:( Mk- Address: v. Q W, CONTRACTOR Name ,-,— �(1i1L�7—`' ��, Phone:����Z�- �1 i� Address:_ Qct ��� Supervisor's Construction License: C..S ' 0'6SloS a, Exp. Date: (a- Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PEAztWO-0007do T}i ,TOT j ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ (/ EEE: $ O� CheckNo.: J-,�o Lo Receipt No.: NOTE: Persons contracting;Wlthetl �nregistered contractors do not have access to the guaranty fund Signature of Agent/Owner � igizature of contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans ❑ r I Plans SubmittedQ Plans Waived ❑ Certified Plot Plan Stamped Plans ❑ TYPE OF.SEWERAGE.DISPOSAL Public SewerCK Swimming Pools El Tanning/MassageBody Art ❑ 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 i DATE REJECTED - DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS f —J4 OL a 3 � i CONSERVATION Reviewed on 3 Si nature (IC4� COMMENTS HEALTH Reviewed on Si nature 5v COMMENTS " Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes . Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/si natu a to )�(IAA j2Lik0.\A Drivewa Permit Tn - g S 'r aK t c .i DPW 'Toivz! ]Engineer: Signature: Located 3A4 Osgood Street FIRE DtPARTMENT - Temp Dumpster on site yes no Located at 124 Mair, Street Fire Departiner.it signature/date COMMENTS Dimension Number of Stories:_Total square feet of floor area, based on Exterior dimensions_ a - 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 DOTES and DATA — For department use /A/& fV - / 4 aft S( I 13 CAW@ 8 1Z-AWL— LO ea& 4t) KE2)A%� a-y"Vo lAz-� B Notified for pickup - Date I � Doc.Building Permit Revised 2010 i Building Department The fo!owing 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 1 ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work f ❑ 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 j ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ 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 i Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit i In all casc5 if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the app,al 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 J Doc: Doc.Building Permit Revised 2012 Location b .e, J k No/z l Date I • - TOWN OF NORTH ANDOVERV ow ' I . • Certificate of Occupancy $ �Uv Building/Frame Permit Fee I Foundation Permit Fee $ Other Permit Fee $ j TOTAL $ �-�9' Check# 5a9D y ,q �- 2 6 14 2 Building Inspector � � a�� 2 = 22Sro � � �/• ��° 2 yt � �'� i 0 �/ O4n .x•.49 �SS/fCH115E4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 151-14 on 8/15/2013 Date: June 23, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 67 Russell Street 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: James Mangano P.O. Box 602 Wilmington, MA 01827 Building Ins ector Fee: PrePaid $100.00 Receipt: 26742 Check : 5090 t. oRrH q 0 'CSL,EO I6 Na T - ✓. ^^ APPLICATION FOR CERTIFICATE OF OCCUPANCYIINSPECTION BUILDING PERMIT# -1 ACHU ADDRESS/LOCATION OF PROPERTY: Map Parcel Ln—Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: � �,4. � 1 Address: o ROUTING TOWN ENGINEER, SITE PLAN—D -WAY REVIEW •� CONSERVATION PLANNING DPW-WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW u SIGNAT File:Application for OC form revised Jan 2007/2011 NORTH Town of E �, ndover No. - �`y ONh ," ver, Mass, T O LAKE COC p !1' MIC Kl wttu`yrtl' '-r w ,N.-/- �•.sy-/ //7T rt y...+—r LLL... �„r�+.,�. �R-'1TE0 U a7 BOARD OF HEALTH PERMIT T L D �c!/-lCitche � r'' icll5.yst m d 0( (� THIS CERTIFIES THAT ��' �� `.... 1� �f �' L�Nc s' croj ........ ...: 1..............% ........:.......................................... --pw ound tion has permission to erect ......................... buildings on . . . ? . ... 4 . I. ' .�......�................ ............. .... Rough to be occupied as ..... .�.... � Chimnev........... provided that the person accepting this permit shall in every respect confofm to the terms of the application inal�� 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 INSPEq. Rough(:' ,�G' 1�1 If VIOLATION of the Zoning or Building Regulations Voids this Permit. Final & E60 11,4 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION, STARTS �„ugo�orc A�"92 7-1 Service .....s ....... .a.r:::................................. ....... Final ^ `�1 BUILDING INSPECTOR j GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises - Do Not Remove Finale, A No Lathing or Dry Wall To Be Done FIRE DEPARTM T Until Inspected and Approved by the Building Inspector. Burner � Street No. Smoke Det. SEE REVERSE SIDE Y -ORTH 4CN15ft CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 151-14 on 8/15/2013 Date: June 23,2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 67 Russell Street 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: James Mangano P.O. Box 602 Wilmington,MA 01827 Building Ins ector Fee: PrePaid $100.00 Receipt: 26742 Check : 5090 Hoer O,+¢([LIED ,6 AN 3� h..ttit Y6 O o T:- _ APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION qDR 1rLBUILDING PERMIT# -1 �SSACHUs�� ADDRESS/LOCATION OF PROPERTY:Lya Map Parcel Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: 5, Address: ( ^l: ROUTING TOWN ENGINEER SITE PLAN-D -WAY REVIEW CONSERVATION PLANNING � 0vg-b DPW-WATER METER SEWER CONNECTIONI' DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DP w k- l c- - SIGNAT File:Application for OC form revised Jan 2007/2011 oORTH Town of ? E ndover O 0 L. AW No. I _ 1 * _W- ver, Mass, ,' p04 �TEO IP /"I s R ^ a 44 4 S U f BOARD OF HEALTH i PERMIT T LDFood/Hitchen i rn� THIS CERTIFIES THAT �' ���� LNG Sp,, und on has permission to erect .......................... buildings on .iz.1:!. : P!. . .........✓...................................... _—__ p Rough /.{d`.'r/4 7-'',fj to be occupied as ................ .. '.�: !::: ...�..Y. �=:�.. .. .`. .... .......... .. ............... Chimney provided that the person accepting this permit shall in every respect confofm to the terms of the applicationinal�x /�3��y 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. PLUMBI14G INSPE� VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough (; J31II� Final PERMIT EXPIRES IN 6 MONTHS ✓ ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO STARTSE e2 7:,,..1--a p9 .................... Service � ................... Final VK_ 2—-c) BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final n A No Lathing or Dry Wall To Be Done FIRE DEPARTM T Until Inspected and Approved by the Building Inspector. Burner Street No. VLt— -� } SEE REVERSE SIDE Smoke Det. I Enter construction cost for fee cal- North Andover Fee Cakulation Construction Cost $ 2859750.00 m $ - $ 3,429.00 Plumbing Fee $ 428.63 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 428.63 Total fees collected $ 4,386.25 67 Rusell Street 151-14 on 8/15/2013 Single Family Home i I NORTH Town of t EAndover h , ver, Mass, COC"Ic„ew.CK y1. AORAT E C) i"** S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR ,f / i Foundation has permission to erect buildings on 6 1 -&5.l 1� s� ....... ..........................�.............. Rough ..................�.,(J Cy/ ...... .... to be occupied as ................C.... ....”............!�.'�.r. .. f.�:!-(.� .c ... ... .............. Chimney provided that the person accepting this permit shall in every respect conf m 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 CONSTRUCTIO STARTS Rough .,.. Service .....� .......�,.c„s . . .. .....................NG......NSPE.. '.C..T..OR.... Final BUILDII 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. SEE REVERSE SIDE 10 r-171 _______________________------------------ _______________ _.:.__--_ __-__-____77 ___--�3Z -_______________ ` 1•Jro leer Grade 1 t 2x6 Knee Wall p I j 5hearwall,See Uefall"iY' ; 51mp9on Strong 1e,M own I .1 Po4e 9,7 yp. Garage Geillnq lo be 5/8?Type X i i r1Du8,2O- 51/4"x2- Z" U I I � . Metall Per a�u,er 5�ct(t lo,rg y. �t r C-)ypLlura hoard W/1'la�der �;_ 30"x30"x 15"T9p F1141 # o 1 , Garage 51ab Ah-5 Wall lobe 5/8 T X , Y� � 3-!/2 5fe�LilyWITH __ 7 �" 1"hk, 1`I/n, Gypsum hoard,.Garage Side 4 Locallonp 1W tom+ i N r 6 r P eF- WA UL tui t 1 Peon Pocket 1 E'(rA ps0" TOTA oaf 281 3' - • � i Slope for dralrulge t�t3©2, t'�e%w 1" 01, Pelow i I /�"x�-!/�" rr%ple 11 1 /�"x -•!/tet rrlple 1 „ Ver�a�Lar� ''.CJ Ver�a-Lar►2,0Q D . ` SO q l i 1 .I I 1?VA l.wt.,5 FZC)CSCE rV(R. SSM"i' S z A R to r �oundatlon Q Garage UaSertenf P C,4P_AC C s LP,0 10 G) CZJ#!5 Pebar/V Tap i 3500 FS t 4 1 P- 1 A,�C F CZJ rebw N llld-�n i I I 11 Prop •g' I'�ln, l�a.�er�nf 51a6 i i . 1 I ZO"w X 14"d 1~f' Garage door vp @ @ I , I. P 9 411 rbk. l''lln, I I �*�t�of (2)#'S Kebw N Dolton Q HAROLD Fife AROLDl(e Poled Poor00oSIuaL0r 6/1 i i � N� Gp�y ►`v���y �02t- -------------- --------------- Telt ____ -__ ___.. __ _. . __ _ _ TE� _ - NAIL--------------------- -. -- .-- .__-- ---- _ L------------ ---- 7r L ..__...__--- ---- -_____ J 54eEr 9 . 40. Lawrence H. Ogden P.E. r-oundafl0n Plan 198 East Main St r, , .Georgetown, MA 01833 X” 11 11 X975 35'2 a 3 1 IS Beck 10' x 12' r . 00, ol 6'Slider " G11 23� Z89G 28�FG 3-2XI2 Header fo 6e modified : iffafinq Pining 2846-2 246-2 1�-` C/O f o5f F004 rpo5l --- - ----------- 112 -----------1/2 W611 Odh 14'° ar�ily open Ic'a1I Living 1�f' 2x6 /"oyer. �.© up . c% FOO-15 2846 2846 40' 15loof L(9ouf 72, N 13r_8rr 2r_/a 91JI Gr'10" .44 " 2842-2 �gre� 282 2832 . X I " " GL, 2x6 wo// : I - I I I • Il -G rr NLN o I.W/l GLS hath S it 14 , a© 0 2842 � ON FP0G 2'-411 - t` : 28rem rp07greg9 42 2842 284Z :• 2842 ". . . I2r,8rr Ir,�rr :. �1-9►r 3r_8rr .Gr_� 1�f'-3►r 11'_�rr 141- 11 40' Znd Floor L-ayoyf ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 5 BY THE, CONTRACTOR. AND ANY ADJUSTMENTS MADE ACCORDINGLY.. SGttL : 1/4"�1` ALL WINDOW CALLOUTS ARE FOR ANDERSON 400 SERIES WINDOWS "IF NOT ANDERSON, BEDROOM ..WINDOWS TO MEET EGRESS CODE. J�"._ !t v E�• �7 E.c,.k. NaT E5 " 2o0$x. 7:2.5LQL R 3-Zx tZ 4n.A r' Z J41GKS t KrrVG (VOTE C cVIJAJECT A•-L-L L-Ut.. rt©Cr TI-�Cf2 G' ,,_12 -2W PJ:Prean, WIT- 4 Z. Ri1wS I=d4S(-E" f,*5TF!* 12"f��onofubr i '- -7-9-US L 0 Jr- 16`1 0- c- 5 � 4 P T W/fit aof. • . PGK .t ATTR A t., �4AD. GO � ttfta �Td� tt. �- 'Y 8e%w Grade 5 4 MZT" P 10r Plw�abinq km • tv z'1•'� �'t/Ms��c�,"d � ToJlef Ilba✓c A E3 tis t'aA, ,F ' 2x18 P.T.Ledge40' I' 1/Z"0141 Prone*16"= 2x10.!'luah Prarse 1 1 t 1 i t • O 1 � � 1 F002,ebbw p i lqr PPO/,edow O j f`P03,P1aahrtwr rdple 1-3%4"1�l/4" !i f 'riipls!-s/4"aN-!/9" VonrGab2A..��?ttDF e 1 Vero-LerZO �:-f3DC��J`' � ` t► i cud!-3/'f"x9-.1�/9"�AF POP I Ple rrbl4400 TodelAbomftrr- ___ I PJ9C�,1^1u�h I 11 1 /I BLOCK A L t. odd I-, � II _ 1 j n Ito` ���T 6��tD �' __ I l�'', Vci�a-Larr. :E "t?�` �. i '- 1 ..._ � 1 % �� '�f�'.•� f'c./�c��. FRAC _ Itf � J t Double 2x14 ,�._ ,�. r, !g 14' 3-a' 3" 13RAG>"R t�lr't a 2d0 UWer 0dhWa11 A6ovc L t(Q1~S Pe,1106 rfax 105 FLV_Y_Inttr• Dovble!-�/9"a9-!/4" ZJ�'ke5 ! K ^1� At,t. xr ( tQt� t t t 5 v��atarrao . : DF Igf door�iar�J T "JAI. 2►�d door rrariln j - E I� f + I, 13 Gerna3 s, S sRE4T�t►N conte;lia"„r Er R�C..E;. I SG�tLIn:!/8"-!' L o, 14 It I �1~;c '3�AtI- 64 SE : P-1 f�E ti•1 D -1 r WA tela L.t v E. � noon !�k 18 C_IfpsovWSOARBkSENTVr N E T as SFfE 1T z FiRG r F=Lt�G}� rtNOf • R,Edt+t�E �L�C�-tom �fi �,�a.�' 40{21?0,vT,4 L '-54 tFA't O'Uel Jon '1 S �a HARM NOTES: .�. OG 1, ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED Lawrence H.Ogden P �� BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. " 198 East Main St ss ANAL t • Georgetown, MA 01833 �1 Al � . 2. FOR ADDITIONAL FRAMING INFORMATION SEE CROSS SECTION. 979;- ,3,-Z_ 8:313 GeRT r tD Pop- I=RA r naG 5rrApsoA7 H2,5A (40PR((:AsJE RAFTER 74PICAL Tai Iuh��s -f-0pcgT- . TtPi�A� 5F-E C;,-I R&FTr- To CStE.10 71 r 4TTIT i rr[ roo ,F1vm ftweP60C�,�lzrir�rate Darb/e!-�/�xIN f t — I I F-NEF « j ! ,Palrgryp Vasa L arr Z•o "2 RC1 o F I t r !g, vef-- r 4n 21 x 11-1/4 i 1 n 1, 4--1.?SAP•Z5 I I! � i i r i I� r 1 2x%2 rPtdge Lis C. $ i i! _ J. A}•Ls, JL 00 f - - I i CUE f mm ! p till ,f 1u91,!'rarx I O O i a- .L ,� - - G UT AT• DarblePoof rf-OM nq Aff c)'loot P,7minqvery, ,I_vt.s I-U • !*FAntGdE.F2. . D S-TA t L A ,ZN of NOTES: Lawrence H. Ogden.E.' 1. ALL DIMENSIONS. AND MATERIALS SPECIFIED ARE 70- BE VERIFIED 198 East M �F 6rsTF Geor�etOVINI, MA 01833 ss�aNA! BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. 2. FOR ADDITIONAL FRAMING INFORMATION SEE CROSS SECTION. CF,RTi Pi eD R0 ICN Pidge Venl _ 2-I2 P, 000rd =------------ 12 POOP GONSThUGrION, I!p 2x10 Paflers @/6"o,c•. 2x6 collar Tres �Zg3%G' 112 cox Plywood Pe/l.Poofing Paper F_ J. i�olh i Asphall Shingles I ,Gable' i Z x ��aGK 6�rta Iends i 6�t6� I 2X12 0l6"o.c'X-38>- Z!` A R RtS t m P-4 0'v H 2.-s.9 WALL GON57-PUG770N., ' IC92-5/8"Pre-Gul> 3/4"T@G Plywoodl/Z"GDX Plywood t 4: Nailed ff Glued 2x10�l6 o•c. Dullding Pape( I S1d1riq: Floor Joisl �"5lringer Guf I 2x10"l6"o c. 2x6'@l6"Q,c,t1; 90 t t Knee Wall 9-2x6 kd• I t t / 2x6 p , I i i Das_-mcnl 5/ab W/sill Sealer' 'k i r Garage;lab �n/8"Anchor Oollg®46"o,c, I t t ————-——_ ---- ---- — (I"Miniruri Doll EMbedried) ——————— W/Washer 3"x3"xl/4"Thk ►-— --- =,' Oomp Proofing 12"I`rora Gorner9 �, .%\ : 4'Min. below Grade . Well Gompacl Gravel NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED. G(055 SeCl101� BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. ' . 2. FOR ADDITIONALFOUNDATION. INFORMATION SEE_ FOUNDATION PLAN. 0 Ccn�Nsr'.G'I KJ�tG 5PLICE +4F_ADF•.,4? Ar t � 6-t6�( inn -zx UNDEQ. 5PL4c� 51npsonM5Tft30�'flap,Fa_4en To 0"dl Side ,f W-11 Genfer d Dolforn of Deader Gonlinuous!leader (3-2x1Z) 1 1 5'57_"q -51f - MSTi�o 5lrap,7-h15 S,ee Genler of Dolton of deader l 1 Wood 5frucfu�al PDX/ CoAloEC�'f r 3-2X Jacks 2_Z6 ' � .I- T ! 1-2x6 Jacks and PZx6 Klnq 5fud \\ \1 Mus/0e Gonfinuo"From J J Top of Wall To 00ff0r7 Of Wall �EA D fr I- 8d*12"oc,Meld Nollinq ! t q• >�e Cvrviu G-r STOPS W(TM Rows tG 5J*mpson 5T17D14 5Jrap Tie oa Pf Min.,ffnbed,In Goncrefe \\ \\ I I 55/8"o d,Axbor Doffs Gonfirxrous Gonctefe Fowdaflon 1"Min.rnbr.4 Typ, 51errWall Peinforced w/ per C 8405,1.61 I/ j}!/ 04�L'ehar Top e Dolfor,Tyy 5lnp9on 5fronq-Tle Gv IT4 2"Y t .Y 2 ,� befall / ' s; 5r17D Corner lnaldlafton WAS t+k:R PE.A T` 3 z-? #4 bar 5hearwafl,5cale. None kefer To C!,'602.10.531 1Vt?'I° TO 15eAt_E °D #4 rebar° GENERAL NOTES: . Fasten 5heafhinq to Headet W11h 5"o c.Gild of / / Bd Nalh,a " \ \ End Distance 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED '�c9 k-4 A C. a°min. BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. from comer) Ca� vE�r y{ EArt4rG J J 2. ALL WORK SHALL.BE COMPLETED•IN .COMPtrIANCE WITH ALL � ',�. . ��®�� trA� I //. - . APPLICABLE BUILDING, OLUM13LING & ELECTRICAL CODES. ANY ,H '2 .�j, p�ATIw / / OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY Wood 5hucfurp/Pone/ TO THIS PROJECT-SHALL BE CONSIDERED AS PART OF THE ANO E©G•� $Tt ,dO$ ` 17u9f Pe Gonfinuan From CONSTRUCTION DOCUMENTS. FbcQ �' 6`�. A-7' l�'T�€�rt��S \ � ' \ \ Top of Wall To 00HOM of Wdl 3. ALL WASTE MATERIALS AND 'DEBRIS SHALL BE REMOVED AND J I DISPOSED OF PROPERLY. I 1. 4. . ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT / / - DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES THAT MAY BE REQUIRED SHALL•BE PROVIDED BY OTHERS UNDER SEPERATE.CONTRACT. AND TERMS.. ��P\t1i OF. 5.. FRAMING LUMBER' SHALL BE NO. 2 .GRADE SPRUCE—PINE—FIR OR BETTER. . 6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU wa�otD N 7�'�',� FLOORS SHALL BE COMPLETELY FIRE CAULKED. " ; . Occar Lawrence H. Ogden P.E. 7. ALL POST SHALL BE CONTINUOUS TO FOUNDATION. 198 East Main St FS T. 5heafwall 8. REFER TO BOISE.SPECIFICATIONS AND CALCULATIONS FOR VERSA—LAM INSTALLATION.. Georgetown,MA 01833 AL lion EAG Rogct Ale 8m e-0 t Z :ate ?X Block/ng * 16"o:cto ll other natling not rhown ta } _ ._;... 1 at stud rim to rlrtst ✓01st A ... _ Z Sea P/" and 5motiorws to be !n eonlormnee w/th _-__ /'or Nun-!cane cllpa _ Tal�fe�60Z (l>of fire and to/lfng Ra/1'ar Massachueetta Godegth Edition corv�scticma . roe Nan aX B/ockfrrg (3>-ad mefla (3>-ad mala •6°o.c F_ =O_�Lu 51_1*1_wf,� per block (tc,,m-) r Jt?i r bN 140(;.t7CWrA1-(- Dr�a 12 oc. E-A►C)per A571•1 C&AM wtth a DOES NisT r 5sr : _ -w ; a BLOCK min/mumppnetrlonor-4/B° ----- - e�oc,per AS - t� l?5�pt? G�tN iEw R p ClOOaWI{hmin ;..,.;;.. �t?tR,11 t?,��/t ty. (lc�a,J 4���-�trt:� penetration tad Toe Hall o g" y of 5/B"(tp.J (ter> . .. Com%Wt Wf/8 Roof Sheathl� aX Blocking a 16"oc- i N df stud rlm to r1rat Jofet w/th ad mfls e jo 0.c. open IN IN , at pane/edger and A4�•!r0 l?°oa, in this lnterlora, . i Nails ✓Olaf -. AL VO �'t°� +tMlr'A�+T` ey.Qry Ida" ax :I.. Blocking ,, �,�� ` «&A, 11/+" SrAKC S rouble . -- • - -^ • under ; _ ��y�"x.!3{� „ ,blot or _ AT Vac. AT QAf4EL ». •lntwrfor � ; uo L N Beim /tion �✓' }t�� { ►� id A+va 6 (3>- 16d mane a 16 o.c ►( +��' A,t i M TiF,R#O t.S of,Bracewell into tr�9l! ..40tat /Blocking del Toy �tL�� - 2x4�tx,tc6ik V, VOL RUA .b0AST To t-"E l VOTE ALL HO1tk%OvT,4L 5tMATIAO(r J*VV `S 'ra aE 2X Block/ng l6"o>c. Parallel - Perpendieulav �tC?'�tgek �t�R T�> tt„, NAILF-D WITH O ete 6 oc at stud rim to rInst .k�fst To BLOC-KrN& unix o�t+ER to Floor Framin_q to Floor Framtn_q ; .taltSL N*Tso oar FfkAmwe, ptA4S 8d Toe Nall m gr°0.a, GWlI brae/ng for thm project /s based on Bee{Jon Vv=jro or R/m,brat to Plate ®6"o.c, thevth r-dltlon er thea Maeachueetis afate Joulldfre Code Par ,.(Ofst f$Z Fixtly gwellJrrga and Altarmtlw deatepw is fndlcatwi on asp-) tfae atdwfros. Ao not u,Odq a'cvr'or arindaw opeo/ng eJZes sd G`(PS�M and/ocatfawea or hffi/ghte and ler�ths or ural/s as fn cleated e»r I G► 1ra°da X3307 Anchor, gli�,g/th the sehltecttw•al cbaminge wtth out oval of the Jr� �� . nut and uraalter. 3 l lrt -'�1'7na)t, a�° �' i' ee brie AV peen/t /n NonCoMorwranea<w/th the oral/braeing �{+ttk.lt�(j Z.'(2OLW�j 4 °••' /Yo/n aced and ma+c i��•�J' o.0 CSAL^h p'/f�t�' •Oe°,• �a t- E rGquirL�wonts or the rod3� :. .:......:...._..�_.._.�. ___.. -.........._. r. (. o;a or are ahown on this e*Aufnep, ..�: ° i - ' e Mlnfmum a Bots per ulall Plate. '`=:: °- " ` 8d naffs -a 1/a x j N cc*. 16d Malls -3 //a"x a a5" Per end/cu/ tad nails -2 Ira°x 0,113" Para/lel ►ir e lad nails-3 1/2"x 0,w95" �LOGk to Floor Framing to Floor Frame Braced Wall Panel ,4ta/dtt/onal Connections - _'p Cu sum U/d// Panels Construction Oraced W11 Panel .odd/t/onal Connections 0 Of for all eater/or walls r'=602,10. Nom : Tt��S v,zA�t�t� o� Contlnuoue structural pane/ u 9He �NG- Re'GaO«eq coa% crrnnz5 (t� M5R40D G5-- W SIP PTA 111 ,4// other nal/in not shown to be 9' D'�TA I4'�§ An�V �t'�A th w U In conr'ormance w/th Table :'•602_.YV OF the MASS, gods `$:. .id/t/on WALL. $R,AC.1 N C, y erA l l— S G�?�N fi�AMl�ta' p@T�tt,A� I - 67 RUSSELL sT [Jp,WWI A ri DOV F-, i : : , „ • 7-29-11 ;.. � ... . ... EXTERIOR DECKS,PORCHES&STAIRS ----- �r:Z. -S%MPP N S p�Ac�ac p�c�n+� s pi a v4 dc• 4u. ..S�nGi�1G • . .._.. .._� ...;__.... ...µ;OG•-'I�RFADEI3- i� DECKS,PORCHES AND EXTERIOR STAIRS TO BE DESIGNED FOR THE - FOLLOWINGLOADS. c . 3j .. e LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND ;� ���sT' -_' ! - : UPLIFT FORCES. ;.... . 200 LBS.IN ANY DIRECTION AT ANY POINT. - - _ _ µ or- Levem(z GUARD AND HANDRAILS: .HORIZONTAL ON AN AREA EQUAL TO 1 SQ.FT. :.. sd sur NTS:50 LBS ...... . pR a INML COMPONENTS: STAIR TREADS:THE GREATER OF 40 PSF.OR 300 LBS-CONCENTRATED LOAb. _. _..... DECK CONSTRUCTION IS COVERED IN SECTION R502.2.2 OF THE 8'EDITION - pT Z __ - - F ►.t TE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION. SS.STA . . _:........._.R tz.C+�c;-�-t-Q c'• .,..... c.'r e R a. OF THE MA SECTION RS 02.2.2.3 REQUIRES A DECK LATERAL LOAD . W ...... kr V G G!'3 ti NOTE.NEW _... .. _ _ - - - [�. .SEE ALSO MASS.AMEDMENT TO SECTION R602.10 FOR _. CONNECTION. _.,... ...... ...._.... ..:... _ 5 C :..............:. . �' `GAN : • . PA•c:i n1Cr . ;�tMl� UNCONDITIONED PORCHES. UNCOND - c r REFER TO AMMERICAN FOREST&PAPER ASSOCIATION(AF&PA) WIDE www_ rg -:... - - -.-•- 5 0 GHDE 6-49) _ RESIDENTIAL WOOD DECK CONSTRUCTION (DCA6-09) PRESCRIPTIVE ..t... : ... .. '.3. i OL Z 009_,.. A NT R301.1.1.CONSULT A REGISTERED DESIGN ; �} 5 I 1. R'�F ( 5 OJx. ' 2. � .-- -_^ C S AMEND MAS THIS IN COMPLIANCE WITH THAT NOT PROFESSIONAL FOR ITEMS THA. GUIDE. ( _ _ - _ _ S t,h TI;GNtv�cAL B�. N y sN k .M gft ;..._. GUIDES TO DECK ,: R��Q.�.^�nGv�k��5..._.v_ 't0 Foto SON STRONG-TIE ALSO PUBLISHES HELPFUL SIMP d..... .... _... —i CONSTRUCTION. ..' Q� PL r _ E G+� L DG D UR S Ar? I__......_ � . . . q'�'.i?;'FR�F�NC�►_ ��....�1�' r1_tiST.Ru,A•'rIDN. PRUG� TO BE PRESSURE TREATED. ... ALL WOOD FRAMING MATERIALS a ry ma Gn'q __1. ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. {..... .,. M���py� ; 7, ..... � G9P i'OGQrc V f ! CONTRACTOR TO COORDINATE TYPE OF.CORROSION PROTECTION ���,, ...._.4A.s G..O1�zN� Q REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR EXTERIOR FRAMING AND THE CONNECTION MANUFACTUE RECOMMENDATIONS: : OF.... ..... . GD84 1/m/13 CA f �ONAt EhG AMI? OT 67 RUSSEL..L. ST' &)DRN A&tDoVCP— 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8TH EDITION OF STRUCTURAL GENERAL NOTES: I 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 WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS 1. ALL LVL BEAMS SHALL BE BOISE`CASCADE VERSA-LAM,OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE �0 3P+�e��a Sa�e.�nea • AL1, INSTALLATION TO$E 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 + Z tz.d4V 5 CASCADE:1.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE NOT FOR THE HE DEIC LOCATION AND PROJECT INDIACTED. I WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE E1'A1LS,DIMENSIONSAND MATERIALS SPECIFIED WITHOUT 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENGINEER. LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. 21. AT THE COMPETION OF THE FRAMING WORK'IHE LICENSED CONSTRUCTION SUPERVISOR IS TO PROVIDE A CERTIFICATIONFO THE OWNER THAT ALL WORK WAS PERFORMED R°v 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES INSTALLATION Frri3 MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF%s" dia BOLTS, REQUIREMENTS AND THE 8. :`EDITION OF THE MASSACHUSETTS BUILDINGCODE 2" ANSI/ASME STANDARD B18.21-1981 @ 12"oc. STAGGER OR OFFSET EACH ROW FOR 1e&2 FAMILY RESIDENCES. 4P. o BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF• Y 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON 7- o I o DRAWING. ENGHa":LAWRENCE IL,'OGDEN P.E. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 19$EAST MAIN STREET T03 LVLS USE 3"X 3.5"1 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6"X 3.5"OR ON GEORGETOWN,MA.01833 - POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 978-352-8318, cel[973-502-5921 S. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE - --- 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAH S @ 6-OC.@ NOTE& PANEL EDGES AND I2"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. 1) SCREWS TO BE FASTEN MASTER TRUSS LOK 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6110C.@ OR PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. SEE DRAWINGS FOR LENGTH OF SCREW AND CORNER STUDON CENTER SPACING. S TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC.OR AS 2) ALL 2.MEMBER LVL BEAMS TO HAVE SCREWS SHOWN ON DRAWINGS FROM ONE SIDE. 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S p 3) ALL 3 SCREWS 4 MEMBER LVD.BEAMS To HAVE FROM ONE SEDE UNLESS SCREWS IN ACOORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE OTHERWISE NOTED ON DRAWINGS. FRAMING A MIN.OF 5/8" 4) USE TYPE OF SCREW SPECIFIED DO NOT 9. ALL OTHER FRAMING TO BE PER THE 3'$. EDPPION OF MASSACHUSETTS STATE SUB nTTE AS CAPACrnr MAY NOT BE BUILDING CODE,IRC2009.FRAMING LUMBERfl=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. SPECNIED HARpWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LVL MEMBERS TOGETHER( 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 RECOMMENDATIQNS'AND SPECWICATIONS FOR LVL BEAMS .4- 12. 412. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. :;"I.:I 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PRQXCT DRAWINGS INCLUDING SHOP DRAWINGS. ' 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. ��*�H of • 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT oma' RMM INSTALATION MANUAL. HARM N l 17. LOADS FIRST FLOOR. LL 40 PSF,SECOND FLOOR 30.PSF,DL 15 PSF,ROOF GROUND SNOW LOAD 50 PSF;DECK LL 40 PSF WIND LOAD 100 MPR EXPOSURE B. F C 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A ISTe.R�`��`` )ANI MUM BEARING CAPACITY OF 2 TONS/SQ FT NAI. 6 ? RUSS ELL 5T K)OP-17-1 AEvIDDOE P. P -3 7 /19 1I3 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen icor License: CS-085652 JAMES W MANGOO 6 NELSON WAY- WILMINGTON YIA Expiration 04/12/2015 Commissioner I I� i { f I s REFERENCES: DEED BOOK 9868 PAGE 213 PL 0 T PLAN PLAN 16783 LOCATION: 67 RUSSELL STREET MAP 71 LOT 5 NORTH ANDOVER, MA RUSSELL S TREE T DATE: JUNE 27, 2013 SCALE: 1"=20' 125.00' ZONING DISTRICT: R 4 % MINIMUM SETBACKS: FRONT YARD = 30' SIDE YARD = 15' o REAR YARD = 30' I CERTIFY THAT THE PROPOSED FOUNDATION CONFORMS TO THE DIMENSIONAL SETBACKS OF THE ZONING BYLAW OF THE N/F 29.1 N 12' �? 14 TOWN OF NORTH ANDOVER. STK 65 NOMINEE j 14///x/14 PROPOSED REAL TY TRUST o /FOUNDATION oo' 00 %4, �N L o G.F.-1271 o 40 ss.7' N/F LEVY f ., v� DECK PROFESS19fiAL LAND SURVEYOR MAP 71 LOT 5 � l � DATE: AREA = 12, 500 S.F. PREPARED BY � J 125.00' ENGINEERING & SURVEYING SERVICES N/F SCHRUENDER N/F LU REALTY TRUST 70 BAILEY COURT HAVERHILL, MASSACHUSETTS 01832 GRAPHIC SCALE TELEPHONE: (978)-556-0284 0 20 40 IN CONJUNCTION WITH FEET 1 inch = 20 ) NEPONSE T VALLEY S UR VE Y _ i F CERTIFICATE OF LIABILITY IN DATE(MM(DDNYYY) SURANCE 7/2g/z013 TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 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 pollcy(ies)must be endorsed, If SUBROGATION IS WAIVED,subject to the terns 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 endorsamen 9 , PRODUCER CONTACT NAME: Mlchaol Bonacorse 8anaaors0 Insurance Agency, Inc. PHONE (783)273-0600 N.o,.Exl) (781)273-3200 a/c ?)-• 83 Cambridge Street EMAIL g DD RESS:mike@bonacorsoins.com P.O. BOX 1502 PR8 UCER " 0000slez _GUST-O,MFR1CL17= Burlington MA 01903 INSURED INSURERS AFFORDING COVERAGE IN ICO '— .. INSURERA:Weotorn World Insurance Com an INSURER B: James Mangano IN9VRERC I T PO Box 602 INSURER D: INSURER E: Wilmington MA 01887 INSURERF: ^ COVERAGES CERTIFICATE NUMBER:10/11 MASTER 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. iN$R TYPE OF INSURANCE POLICY POLICY EXP POLICY NUMBER MM/DDNY Y M D/YY LIMITS GENERALLIA131LITY EACH OCCVRRrNCE 3 1,000,000 X COMMERCIAL GENERAL LIABILITY TO aNTED Curranao S 50,000 A „—I CLAIMS-MADE IX OCCUR NPP1235234 1/10/2013 1/10/2014 MED EXP(Any one person S 10,000 PERSONAL&ADV INJURY _$ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO $ 2,000,000 X POLICY I I PRO• LOC .. $ AUTONIOUILE LIABILITY COMBINED SINGLE LIMIT $ (Ea Rccldenq ANY AUTO ALL OWNED AUTOS 5001LY INJURY(Por parson) b RULED BODILY INJURY(Per accident) l SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE $ (Per sccMent) NON-OWNED AUTOS $ UMBRELLA UA6 OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE w $ DEDUCTIBLE RETENTION S $ WORKERS COMPENSATION WC STATU• OTH- AND EMPLOYERS'LIA21LITY YIN 70ER - ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N 1 A F.L.EACH ACCIDENT (Mandatory In NH) F,DISEASE-EA EMPLOYE S If yyeam doscrlba under DEg�RIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/vewcLE9 (AVAch ACORD 107,Additional Rornarks Schodulo,If morn apaca la required) Re: 67 Russell street CERTIFICATE HOLDER CANCELLATION (978) 688-.9542 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North AndoverACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE M Bonacoreo/TIM R 4CORD 26(2009109) ©1988-2009 ACORD CORPORATION. All rights reserved. NS025(200809) The ACORD name and logo are registered marks of ACORD The Commonwealth ofliMassachusetts Department ofIndustrial Accidents Office of Investigations 600 Washington Street .Boston,MA 02111 www.mass gov1dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibiy Name(Business/Organization/Individual): o Address: City/State/Zip:- W�r,,,,� J�A ()IM, Phone .Are you an employer?Check the appropriatVb -:,' Type o roject(required): L❑ I am a employer with 4. a general contractor and I 6. r�//3Nf ow construction f x sub- K.! employees(full and/or part-time). have lured the sub contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.z 7. ❑Remodeling ship and'have no employees These sub-contractors have 8. ❑Demolition working for mein any capacity. workers'comp.insurance. 9. E]Building addition [No workers'comp.insurance 5. ❑ We area corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers'comp. c.152,§1(4),and we have no 12.❑Roofrepairs insurance required.]t employees.[No workers' comp.insurance required.] 13.❑Other *Any applicant that checks box#1 must also fill out the section below showingtheir workers'compensation policy information. T Homeowners who submit this affidavit indicating they tie doing all work and then hire outside contractors must submit a new affidavit indicating such. !Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and joh site information. Insurance Company Name:. Policy 4 or Self-ins.Lic.#: Ex irationDate: Job Site Address: City/State/Zip: Attach a.copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL o.152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby cer't�o under t pains andpenalfies of perjury that the information provided ahove is true and correct Signature: z ZDate: Phone Official use only. Do not write in this area,to he completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector 5.PIumbing Inspector 6.Other - - - I Contact Person: Phone#: CONTRACTORS TO BE USED ON PROJECT CG ELECTRIC, INC. 3-D FRAMING TODD DONOVAN PLUMBING AND HEATING WENTWORTH BLUEBOARD SENECA HEATING, INC. MURRAY PAVING RRR ESCAVATING, INC. WESTWOOD FOUNDATIONS AMERICAN GUTTER, INC. NORFOLK KITCHENS AND BATH, INC. ADVANTAGE FIREPLACE, INC. ALL FLOORZ REScheck Software Version 4.4.4 Compliance Certificate Project Title: New Colonial 28x40' I Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Project Type: New Construction Orientation: Bldg.faces 45 deg.from North Conditioned Floor Area: 1,155 ft2 Glazing Area Percentage: 14% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 67 Russell Street North Reading,MA 01845 Compliance: Compliance: 5.7%Better Than Code Maximum UA: 299 Your UA:282 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Area or or Door UA Ceiling 1: Flat Ceiling or Scissor Truss 1,155 38.0 0.0 35 Wall 1:Wood Frame,16"o.c. 647 21.0 0.0 29 Orientation:Front (3X)Window:2846:Vinyl Frame:Double Pane with Low-E 40 0.300 12 SHGC:0.29 Orientation:Front (4X)Window:2842:Vinyl Frame:Double Pane with Low-E 50 0.300 15 SHGC:0.29 Orientation:Front (2X)Window: 1842:Vinyl Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.29 Orientation:Front (2X)Window: 1846:Vinyl Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.29 Orientation:Front Door:3068:Solid 20 0.160 3 Orientation:Front Wall 2:Wood Frame,16"D.C. 485 21.0 0.0 26 Orientation:Right side (2X)Window:2846:Vinyl Frame:Double Pane with Low-E 26 0.300 8 SHGC:0.29 Orientation:Right side Wall 3:Wood Frame,16"D.C. 647 21.0 0.0 30 Orientation:Back Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North_Andover\Mangano\New_Colonial_28x40.rck Page 1 of 8 Assembly Gross Cavity Cont. Glazing Area or or Door UA Perimeter U-Factor (2X)Window:2846:Vinyl Frame:Double Pane with Low-E 27 0.300 8 SHGC:0.29 Orientation:Back (2X)Window:2832:Vinyl Frame:Double Pane with Low-E 19 0.300 6 SHGC:0.29 Orientation:Back (2X)Window:2842:Vinyl Frame:Double Pane with Low-E 25 0.300 8 SHGC:0.29 Orientation:Back Window:CN235:Vinyl Frame:Double Pane with Low-E 12 0.280 3 SHGC:0.29 Orientation:Back Door:6068:Glass 41 0.350 14 SHGC:0.30 Orientation:Back Wall 4:Wood Frame,16"o.c. 485 21.0 0.0 25 Orientation:Left side Window:2842:Vinyl Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.29 Orientation:Left side (2X)Window:2846:Vinyl Frame:Double Pane with Low-E 27 0.300 8 SHGC:0.29 Orientation:Left side Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1,143 30.0 0.0 38 Floor 2:All-Wood Joist/Truss:Over Outside Air 12 30.0 0.0 0 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to t t�IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Che / rr (O �W Name-Title ' nature Date Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North_Andover\Mangano\New_Colonial_28x40.rck Page 2 of 8 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2009 IECC Pre-inspection/Plan Review Plans VerifiedField Verified Complies? Comments/Assumptions Value Value 103.2 ;Construction drawings and ❑Complies [PR1]' "documentation demonstrate energy ❑Does Not Comply: code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 "documentation demonstrate energy ❑Does Not Comply [PR3]' code compliance for lighting and ❑Not Observable mechanical systems.Systems serving ❑Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. I 403.6 Heating and cooling equipment is Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr :❑Does Not Comply A loads per ACCA Manual J or other Cooling: Cooling: :[]Not Observable approved methods. Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North_Andover\Mangano\New_Colonial_28x40.rck Page 3 of 8 20091ECC Foundation Inspection 7 Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not Comply 6 and extends a minimum of 6 in.below;❑Not Observable grade. :❑Not Applicable 403.8 Snow-and ice-melting system ;❑Complies [FO12]2 ,controls installed. ❑Does Not Comply U ;❑Not Observable :[-]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North_Andover\Mangano\New_Colonial_28x40.rck Page 4 of 8 2009 IECC Framing I Rough-In Inspection Plans VerifiedField Verified Complies? Comments/Assumptions Value Value 402.1.1, ;Door U factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies table for 402.3.4 �❑Does Not Comply:values. [FR1]1 ; :❑NotObservable u ; :❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted ; U. ; U- ;❑Complies ;See the Envelope Assemblies table for 402.3.1, average). :❑Does Not Comply values. 402.3.3, ;❑Not Observable 402.5 ;❑Not Applicable [FR2]1 ; I I I 303.1.3 ;U-factors of fenestration products are ❑Complies [FR4]' determined in accordance with the ❑Does Not Comply 08 NFRC test procedure or taken from ❑Not Observable ; ;the default table. ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned ; U- U- ;❑Complies [FR8]1 space have a maximum fenestration :❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. ;❑Not Observable New glazing separating the sunroom :ONot Applicable ;from conditioned space must meet :code requirements. 402.3.5 ;Sunrooms enclosing conditioned U- ; U ;❑Complies [FR9]1 :space have a maximum skylight U- :❑Does Not Comply ;factor of 0.75 in Climate Zones 4-8. ;❑Not Observable I ;❑Not Applicable 402.4.4 ;Fenestration that is not site built is ❑Complies [FR20]1 :listed and labeled as meeting ❑Does Not Comply U ;AAMA/WDMA/CSA 101/I.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 ❑Not Applicable that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish and ❑Does Not Comply U labeled to indicate 2.0 cfm leakage at ❑Not Observable 75 Pa. [-]Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- ; R- ;❑Complies [FR12]1 R-8.All other ducts in unconditionedR_ R_ :❑Does Not Comply spaces or outside the building ;❑Not Observable ;envelope are insulated to R-6. ;❑Not Applicable I 403.2.2 ;All joints and seams of air ducts,air ❑Complies [FR13]1 handlers,filter boxes,and building ❑Does Not Comply cavities used as return ducts are ❑Not Observable sealed. ❑Not Applicable 403.2.3 !Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply '(9) ; [-]Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids above ; R- R- ;❑Complies [FR17]2 105 OF or chilled fluids below 55 OF :❑Does Not Comply U are insulated to R-3. ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water pipes are; R- R- ;❑Complies [FR18]2 insulated to R-2. �❑Does Not Comply: 6 :[-]Not Observable ] ;❑Not Applicable I 403.5 Automatic or gravity dampers are ❑Complies [FR19]Z installed on all outdoor air intakes and ❑Does Not Comply OJ exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North_Andover\Mangano\New_Colonial_28x40.rck Page 5 of 8 2009 IECC Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 303.1 All installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. []Does Not Comply: U [-]Not Observable ; []Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;see the Envelope Assemblies table for 402.2.5, ;Q Wood ;❑ Wood :❑Does Not Comply values. [IN1]� 402.2.6 ;Q Steel Q Steel :[-]Not Observable I []Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.6 '.manufacturers instructions,and in ❑Does Not Comply [IN2]' substantial contact with the underside ❑Not Observable ; {of the subfloor. ❑Not Applicable 402.1.1, ;,Wall insulation R-value.If this is a ; R- ; R- ;❑Complies ;see the Envelope Assemblies table for 402.2.4, i mass wall with at least%of the wall Q Wood ;Q Wood :❑Does Not Comply:values. 402.2.5 ;insulation on the wall exterior,the ;Q Mass Q Mass ;❑Not Observable ; [IN3]1 ;exterior insulation requirement Q Steel ;E] Steel ;❑Not Applicable lapplies. ; ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not Comply Cj ❑Not Observable ; ; []Not Applicable 402.2.11 ;Sunroom wall insulation has a R- ; R- ;❑Complies [IN8]' minimum R-value of R-13.New walls ; ❑Does Not Comply ;separating the sunroom from ;[]Not Observable ; ;conditioned space must meet code :[—]Not Applicable requirements. 303.2 ;Sunroom wall insulation installed per ❑Complies [IN9]' manufacturer's Instructions. ❑Does Not Comply (g ; []Not Observable ; QNot Applicable 402.2.11 ;Sunroom ceiling minimum insulation ; R- R- ;❑Complies [IN10]' .R-value of R-19 in Climate Zones 1-4, :❑Does Not Comply: ;and R-24 in Climate Zones 5-8. ;[]Not Observable []Not Applicable 303.2 ;Sunroom ceiling insulation is installed ❑Complies [IN11]' :per manufacturers instructions. ❑Does Not Comply: QNot Observable ; 1E]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North—Andover\Mangano\New—Colonial-28x4O.rck Page 6 of 8 2009 IECC Final Inspection Provisions TPlans Verified Field Verified Value Value Complies? Comments/Assumptions 402.1.1, ;Ceiling insulation R-value.Where>R-; R- ; R ;❑Complies ;See the Envelope Assemblies table for 402.2.1, :30 is required,R-30 can be used if 1❑ Wood ❑ Wood T❑Does Not Comply:values. 402.2.2 :insulation is not compressed at eaves.:'❑ Steel ❑ Steel ;❑Not Observable [F11]1 ;R-30 may be used for 500 ft2 or 20% ; ;❑Not Applicable �p (whichever is less)where sufficient :space is not available. ' 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions.Blown ❑Does Not Comply [FI2]1 :insulation marked every 300 ft2. []Not Observable �j ❑Not Applicable 402.2.3 ;Attic access hatch and door insulation; R- ; R- :[:]Complies [FI3]1 R-value of the adjacent assembly. :❑Does Not Comply ;❑Not Observable ❑Not Applicable 402.4.2, ;Building envelope tightness verified ; ACH 50= ACH 50= ;❑Complies 402.4.2.1 by blower door test result of<7 ACH :❑Does Not Comply [FI17]1 at 50 Pa.This requirement may ;❑Not Observable ; L ;instead be met via visual inspection, ; :❑Not Applicable in which case verification may need to: occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not Comply A combustion air. ❑Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness test ; cfm cfm ;❑Complies [FI4]1 result of 8 cfm to outdoors,or 12 cfm :❑Does Not Comply U ;across systems.Or,rough-in test ; ;❑Not Observable result of 6 cfm across systems or 4 ; :❑Not Applicable cfm without air handler.Rough-in test ; :verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed i ❑Complies [FI9]2 on forced air furnaces. ❑Does Not Comply [-]Not Observable ; []Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [FI10]2heat pumps. ❑Does Not Comply U []Not Observable ' IE]Not Applicable 403.4 Circulating service hot water systems ❑Complies [FI11]2 have automatic or accessible manual ❑Does Not Comply. J controls. [-]Not Observable ; 1E]Not Applicable 403.9.1 [Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. ❑Does Not Comply U ❑Not Observable [-]Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [F119]3 pumps are present. ❑Does Not Comply U [-]Not Observable ; I []Not Applicable 403.9.3 i Heated swimming pools have a cover. ❑Complies ; [F120]3 Covers on pools heated over 90 OF ❑Does Not Comply U 1 are insulated to R-12. ❑Not Observable i ❑Not Applicable 404.1 ;50%of lamps in permanent fixtures JE]Complies [FI6]1 :are high efficacy lamps. ❑Does Not Comply [-]Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North_Andover\Mangano\New_Colonial_28x40.rck Page 7 of 8 20091ECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Comply A, [-]Not Observable 1E]Not Applicable 303.3 i Manufacturer manuals for mechanical ❑Complies [FI 18]3 and water heating equipment have ❑Does Not Comply U !been provided. ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Colonial 28'x40' Report date: 06/21/13 Data filename: P:\KDKDesign\North_Andover\Mangano\New_Colonial_28x40.rck Page 8 of 8 I 1 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.29 Door 0.35 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: