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Building Permit #147-2011 - 114-116 Union Street 8/20/2010
BUILDING PERMIT cF NORTN q TOWN OF NORTH ANDOVER �, ��s APPLI AN FOR PLAN EXAMINATION r Permit NO: Date Received �* wren ( �SSA Date Issued: ¢ d CHUS�� IMP TANT: A lica nf ms o Tete 411 iterAs on this page LOCATION I Ali PROPERTY OWNER rvC Print MAP 210 _PARCEL: ;�) ZSING DISTRICT: Historic District yes no NT � I . Machine Shop Village . yes n TYPE OF IMPROVEMENT PROPOSED`USE Residential Non- Residential ew Building One family Addition Two or more family Industrial Alteration No. of units: Commercial X Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed Distract ater/Sewer DESCRIPTION OF WORK TO BE PREFORMED: Mw 3 U N 1i �1'av��h owi e. s4'�J-e. T Identification Please Type or Print Clearly) OWNER: Name: G t �, ����(,✓ Phone: 1 ] Address: �- v �{u�C�1e� IV4 000 Q CONTRACTOR Name: ', hew Phone: �- Address: filaP-Nl ff _ Supervisor's Construction License:. t Exp. Date: c� i l Home Improvernent License: - Exp. 'Dade;. ARCHITECT/ENGINEER 10� Phone: Address: J10 k1w 1 Aft lft Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 0'77/-' "9FEE: $__ �7 3� Check No.: /�� ;7 '/ Receipt No.: NOTE: Persons contracting with unr 191stered contractors do not have access to the guaranty fund Si nature of A ent/Owner Si nature.6f contractor 9. _ �. _ g na9 _at_ Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYP SEWERAGE DISPOSAL Cublic Sewer Tanning/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 AP710 OVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature /4� r_j, COMMENTS IUD i HEALTH Reviewed on ' 14)_0 142Y Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: No Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Si natur Da Drivewa Permit AeA, Cp i JA DPW Town Engineer: Signature: q384o—od 0 L- 4 3 Located reet FIRE DEPARTMENT - Temp Dumpsfer on s fe ye. . QSY 'no Located at 124 Main Street Fire Department signature/date a- IJ COMMENTS Dimension 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 2010 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 j �✓o Building Permit Application ❑ -Workers Comp Affidavit J❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses �o Copy of Contract . V/ 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 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/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered- products NOTE: All dumpster permits requires sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) J❑ Building Permit Application Certified Proposed Plot Plan �p Photo of H.I.C. And C.S.L. Licenses J❑ .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 NOTE: 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 2008 Location 7 No. �y7 �a o// Date Ma^T� TOWN OF NORTH ANDOVER a ° ;+ Certificate of Occupancy $ Oy Building/Frame/Frame Permit Fee $ -3o s�cwust 9 Foundation Permit Fee $ /OD Other Permit Fee $ TOTAL $ 71? Check # ��f7 All 23' 3 Building Inspector ORTH T0VM of _� QAndover No. LAKE _O dover, Mass., 2 �� COCHICMEWICK �1 7�S RATED S BOARD OF HEALTH Food/Kitchen 'PERMIT T D Septic System ..-- BUILDING INSPECTOR Ale- THISCERTIFIES THAT............................................................................................................................................................... Foundation �� has permission to erect........................................ buildings on `' .. ��G.... �.� ... ..................................... Rough to be occupied as /Y`�.......S1.........0� ,� � 01� Chimney . .. . . . ........................................ ..,.................................................................. provided that the person accepting this permit shall in every respect confafm 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 CONSTRtJCTIO STARTS Rough s?..- ..............:.......................... 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. 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Box 5066, ,4ndover, M,4 O/BID F/e/d ver/fy a// dJmenslons. Drawing clat4ugust 12, 20/0 3/B" = 10" QuEst/ons - Comments, contact: a/anocdraftIng,com I I I! �.��� ��� t�tlii�tlii��tl�iittlii��r• -.� �IititnM....0 WEI NONE Ingo Ill Iril,t��il��ir• ---��- I�u��u���u��1��• -� � • llnittlui•�nunlui•�n t�tl�i�tliii•�tl�i�tl• �� .ilttitilt!tttMIEN gluttt�t MIiii=i�iiI�itlii�a �_ ■■■ - _ /.■ I MEN OMNI Il ;ems. ■.■ SIMMEaw ■■■' = ■■■ ■■■ - -�- ..■ ■//'= -- ■■■own ---� ■/■ 11 //■ 'Ism11 //■ -• tl i t�tliiiltliiil�tl�i�tlii��t1ii11t1ii�iftliittlii��tltltl�iitlliititlt1�i11tlii�tltt�iittlii�iftliiiftliii•t��tlii�tlii��lliitltlti�tltl�i�tliiti�tlii�tlii��tlt I���1\t�iltti���It�Nlttt�itilt t�iltttt��l�t��ltttt�.-:iil�tit�ltittitilttit�lt�ttitiltt�il��t��ilt t�ilttt�L'.7�It���lttttit�l t��tlt tttit�lt���ttttt�ilt��iltttt�il 1� ilii�iiliiiuii���iiiliiiilii�iuiiiiii�iilii�nii��uiiiilii�iiu ■.■ ...1lMEN ... mammon mom - ...�..■ �: u- INN C= So nuI ! • , GI 1 ® 20'-0" 20'-0II 20'-0 14'-O" 6'-O" �o'-O'1 ---------- 81-0" 6111 6'-011 14'-011 ------- -- ------- -- -----------; ---- i E ----------------- ----------------- ------- -- D o _ ----- Q 1 Oi i ------- -- u p ° v- °' •Da va _=3_� D 1 -v-a------- ----------------- ----------------- __-____= 3.-SII ° >a vDan °o oa vDan e ; • o 1 - -- a - - �. 1 = ' •a -------------- --- --------------------------------- 4u • •a 1 � 1 1 Ql 4°i D• i •,p •a D - 1 Ln MI , 1 ' I 1 1 ' I I 1 1 tl-III �I-OII 41-011 41-�II 1 . I, I ,I I I 1 I •O ' AI �II 4'-0" �I OII 7 , , �f OI I 1 I I I 1 • I ' � , �. d -- % � •c° � 1 1 1 1 1 1 1 I 1 � I ° ! \ O • ���� ' ' ' r� ' ����F ������ I I _ VI1-- I 1 I 1 I � \ I 1 , 1 1 e ----- -----' -I---' ; a; CIA m 1 I I I I I 1 .T���i�l 1 1 I 1 1 ' •.� I � ' I 1 1 I 1 I I 1 ' • Q 1 -1 � I 411 •Q � . , 1 •�• v4 ° 1 " °- 1 I , 1 ' I I • , I 1 D _ 'a e I I 1 , O ° . • I 1 ' ' 1 1 1 = I I ' • p ' - a ----------------------- D , --- ---------------___o__.____-__. -------------------------- . _ _ ;'F- 1 I Ooo 31-611 I 311 d¢,--..• ....n...ryb„4 311 4'-911 3'_611 �'-911 .. 11 J 20'-O” J 20-0 20'-O �• i � 601-OIr N.:N Unit M-5A Unit M--5C) Unit M-55 -�: Founds t ion Alen Carroll 979-90.2-0131 F!e/d ver/Fy al/ d/menslons. 3/16 = to P.O. Box 5066, Andover, 1-IA OJBIO Scale app//es For 11 x 17 clrewings. Drawing date:.4ugust Quest/ons - Comments, contact: /2, 2010 alan�cdra{t/ng.com ® 20'-0" 20'-0" 201-011 lo L Flreuiall CL F/rewall O I 1 t [J70 i Kitchen Dinin r 1 qO Actual cab/„et layout May Var ' ining - -Kitchen- --- - i i y � - -- -------- -' --- - - Kitchen Dining D Actual cab/nst layout O O Actual cabinet /ayout may Vary O^ ' I � vary N qO .................0 Lev 0 ..........; : 0 N 0 r4 N Lev Lav Dli L i vin " 9' Living Living Porch O :.:.:::.:::,.::< o 20'-0" 20'-0" 20'-0" Unit M 5A Unit M--5D Unit M-5.3 a - N H `v 115: Fir6 t Floor 3/16" _ l'O" :,:,r.•�"'`'. r Fie/d ver/Fy all d/menslons. Alen- Carroll 978-902-0131 • Scale applies for // x 17 drawing& 5066, Andover, PIA 01810 Drawing date:August 12, 2010 Questions - Comments, contact: Ing.coin O _ v O v e ro B d om 2 Bedroom *`2 Bedroom #2 B h z - -- t _ O 0 B ath - � o N a t ,8 h i i 0 Bedroom #I edroo B m B droo m I 20'-0" Unit M-5.4 U171't Unit M-5,3 f r�of h_ h'f-�: 2nnl Floor A/C te$: 3116" Field ver/fy all d/mens/ons_ Alen Carrot/ # 978-902-0131 Sca/e applies For 11 x 17 draw/ngs. P.O. Box 5066, Andover, mA OIBIO Draw/ng date:August /2, 2010 Questions - Comments, confact: c7/angcdraffing com 20'-0" 20'-O" 20'-0" Bath Bath Bath Bedrm 3 X77 Q LUa/k-ln UJ, lk-In B� Irm 3 closet closet B�drm 3 o - 0 N N 0 :. i ------------- gii i i i � t i i i s o ' o 20'-0" 20'-0" 20'-0" C_: ' r ,4 t t%G �1 rH nr,,tiGS 1�- 3/16" = I O" Not�6: Alan Carro/l s 78-902-0131 - � FIe/d ver/Fy al/ d/mens/ons. f 6ca/e applies For Il x 17 drawings. Anclover, MA Clelo f Drawing ca'ate:,4uggust 12, 2010 Questions - Comments, contact: alangcdraFtlnc�- com -LL.1 I rIIIIII III fill I I 1 11 1 1 1 11 1 1 /0- 74 11111 11111 IIH 11 ifilill 11 1111111 1 1 111111111 fill I III I Hill IIIII IIIII IIIII IIIII 20 ' x 28 ' Unit .4ftic Contractor /Bulicler: ® ® ® Jet Fco Ando ver, MA 01810 � Second 978-4754888 Pro,/ect location: ® ® 114-116 Union Street � a North Anclo vegr 1`'lassachus�t is ,� First as Snow Load p.e-F = 50 `# { Occupied Floor Live Load p.s.r,= 40 Exterior Balconies p.s-r = 60 Attic with Storage p.s,F. = 20 Dead Load P.a./'= 10' Basement -——- ------------------------------------------------------------- �C. meront 10. _ Drawing print out date: T Augu$t 12, 2010 3116 _ /o" °.,✓F7 , tTN:�„1 NOtE$: his house plan has een developed ,411 dimensions to be Fle/e verlFied and changes made accordingly, to the 7th Ec+7tlon of the Massachusetts //,/� /� -,�e State Bullding code Exterior slding, trim, mouldings and Befalls are per bullder epecirications. Finish grade Is shown as /6"below top or Foundation. ,41an Carroll 979-002-0131 See RE5check Energy Analysts Report for all Insulation R Values. (92p ), UlIndow t Doors: Mfr., size design, layout and details per bullder. )'=.C. BOX ����, Andover, M.4 0�8�0 G Questions - Comments, contact: alangcdraFlln com CUrien this drawing is 11 x 17, !t /s the scale as indicated. � g'- III HIM IIIIII I I IIIIII YIII 111 11 1 1 11 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1],''111'. AS FEME Fgg� MMAN —6m HIM- T 1 11 �mm ------- LEI] 1 A ----------------------------------------- ----------- ---------------------------------------------------------------------------------------------------------------------------------------------- --------------------- - - - -- ---- ------- --------------- ----- --------- ----------------- ---- Ile /,c �5, 41,an Carroll 979-902-0131 Field' verfry all c;I`fmens1.:5;ns. F-0. Box 5066, tendo ver, M,4 019/0 applies for // x /7 cYrawfngr,. L;,rawfrg ci6te; August 12, 2010 --- ----- -- -- ® - 2x Bottom Plate -- ------- - 2x Band Joist Precast 2x Floor Joist Concrete Bulkhead -- ------- - 6I1I: I-2x6 P.T_, U F 1-2x6 KD, --------------------------------- Da --- ---------- :----------- ui/SlllSea/er 1 c c n v o o v n • v a o - --3'-0"-O ' � ,� •4nchor Bots --------------------------------- ---- ------------, � ' e• 4__ �0 10 Concrete Foundation r Gonc. Fdn. with n(ampproofing I D I tandarca' 1 I ' 1 I ° I I _ -0" , (max..) (max,.) ' ' 1 •4 � 1 I D in 2x12_} �� �� ���� It (12 efa. ('min,J,4307steel anchors bolts rulth a minimum a ; 3 1/2"dla, Lally Column ; ; ; ; ; ; ; I embedment of 7" into Foundation, v tu/?'6'sq. x I=o"dp. ft g. �4 _ c• O 2 bolts (min.)per s!l/plate 4"min, and 12"max. From each end of the 6111 plate section, 1 I C IIL I 1 ✓ , i , i , , 1 1 �l I Anchor Bol t f lacem4gnt . D (3) - 2x12 -------- ---I---- I I D Beam Pocket I 6'}u, x 6'h. x l0 //2'dp- ' .v � p 1 o ; (4 req'c/ 1 D I _ Lally column cap • - � ° � Slmpsom LGG 1 t oLally or equal4"(min,) Concrete Slab ' 1 column o'�with approved vapor � 1 La//y bottom � base barrier beneath plate embedded In concrete s/ab , ' ` ----- ------------------------- ------------------------- -- ----------------------- NEVa-iOh,' � iK 20'- /0" / / ✓C. ,Lally Colum ✓ 46t4qi NH 3'_6" 4-g„ 3.' '``1 Trt tr: Founder t ion s Precast � Oecking Footings I --* I -_' //4 /'0 __ _ or equal (5 req a T1 Alen Garro H # 979-002-0131 1 r 1 M 1 Feld verity all dimensions, • P� Box 5066, 4ndover, M,4 o/B/o 17Sca/eapplJes For llx Quest ions - Comments, Contact: a/an�cdraFting.Com • Drawing date: August 12, 2010 upc _ O 0 Ln it) LA mining 0 -cp Actual cabinet layout ol may vary - O Ln I 21-811 cn O - J I I o - - IdI o T-4" 2'-,3 2'-5" ... ............ ...... T-T. 3'_111 .......... ................ vin cn o o F x 4' 3-0 20'-0" awr LL ..0 Living 4re,3 6q, 2ncl Floor 20'-0" Living 4r,�-,a .6c-7- rt, FI-A:11 veerlry all --711fnensfcw-.- A Agn Carroll 9 78-902-0131 Scala apples ton 11 x /7 cirawing.6, M-5c: F->r,3Wlt-7g data: Augu-ot 12 2010 114' Box 5066. OIB IO PIA 3'-0" 6'-O" Drip Edge 2'-10" x 4•-9.. 2'-10" x 3.5" -------------- ----- -- ---- ----------- ------- -- ------------------------- ----- - ---- ----------- ------- -- ------------i I , I I Bath - -------- ------------------------------ ------- ------ -----— r I I Ice t Water Sh/eld —————— I , I , I , 1 I , 1 I I I I , I , I Welk-In o - _ I Bedrm 3 closet � ��Compos/te RooFing- ' I ' i I ' I ' O , I I I I I I I I I I I O I Rldge vent (typ_l � I O — O cv I I 1 I I I I r I 1 I I I I I 1 I I I I 1 — I I I O I I I I I I I I 1 I i I - I _ I O I I I I I I v 1 � I I I I 1 I 1 I , I I II I I • ' ' I I I O ------------- -- ------------ ------ ------- p I I I • Q � I � ' I I I I ' 7-10° x 4'-c. ALM Q `---------------------------------------- ----------------' `------------------------ ---- --------------- -------------- i 20-O' 10'-O° ��:_�'♦ r.U��-U, G, `c. !Fob Living 4rea scj: Ft, = 450 114 10 - ` NH M--5C: A t t is 4zT.y. 1/4'_ /'0 Notes: ,41an Carroll 978-902-0131 F/eldverify all dlmens/ons_ Sca/e appl/es for 11 x 17 draw/ngs. {�0 Box 5066, Ansa ver, l'9.4 01810 Drawing date: 4ugust 12, 2010 Quest/ons - Comments, contact: BlanscdraFtIng:com o a I I I mmm , I 1 111-211 '� Beam - --- --- I , SN I � , `� I BdSement ' ' I - 1 Beam - -- --- _ _ - --- -- -- belo�u I I ' I , , I i I I I I 1 1 , I � , 1 I , , I I � I I I 1 - --- - - - -- --- --- -- - - - - - I I - - - - - - -- -- --- --- --- --- --- --- --- --- - - - T [-F a 2 x 8 (F.T_,) >m 146"O.C. 2 x 6 8 16"O.C. ter^ Ln L) 16P A/l members are 2 x 10 a 16"0.C- (U_N.0.) A//members are 2 x l0 g l6"o,c, (,U,N,O.J 1st F/r, Framin_q 1�9-�C: 2nd Fir. Framing 1/4" /O" 1/4" 10" Notes: Alan Carroll # 978-902-0131 640 - Feld verlFy a/l d/menslons, P O Box X066 ,4ndover, 1'>,4 OIBIO 6ca/e apples For 11 x l7 draruln 4. , Drawing date: August /2, 2010 QuestlOns - Comments, contact: alanaco'raFtingcom --, --- ---- ---- ---- -- --- -- -- - -- - --- -- -- -- -- - --- ---- ---- ELI -- - - -- --- --, I-- - --- - --- --- --- - --- - --- - --- -- - --- --- I I I I t I I I 1 1 ' I ' i I ' I I - , - I 1 I I i i I I I I 1 I I I I I I I I I � t I 1 I I I I I --- - -- --- -- =:j - I I I I 1 I I I ' I I - I 1 1 I 1 I I I 0 r- Dorm�r D�tei 1 1 1 1 I ' 1 1 - - -- --- --- --- --- --- --- --- --- --- --- - - - -- --' -- ------- - -- -- - --- --- --- --- --- --- --; 2 x 6 0 /6"0-C, Al/members are 2 x lO m 16"0,C. (U.N.O. r Al/ members are 2 x lO m 16"0.C. (U M,0. L7)-5C: ,4 t t is Framin_q U!°� -�C: �2ooF raminq `NH°"� Alen Cdrroll # 978-902-0131 • FIe/d veriry all a'imensions_ r • Scale applies ror 11 x /7 clramings. �:<;,; P_O. Box 5066, Andover, MA 0010 Draruing date: August 12, 2010 «"`" Quest/ons - Comments, contact: a/angcdrart/ng.com gong Req'd Alr Space See Plans and Sections ZX Blocking g 16 :v-c, Exterior Bearing W.?H I4eaclers for Nurr/cane G/!ps ___ at stud rim to first Joist Max/mum Spans Table 5502 5(U and Ceiling RafterU � Ground Snow Building U/!o'th connections. C�n6ral Notes Load 50 sf 20 29 36' (3) - Bd Block 0 6" o.c. Toe Nail Size Span NJ Span NJ Span NJ (3) - Bd nails Connect Drywa// with LUindow Opening Requirements for Massachusetts 2 2x8 5�ll" ? ,5'2" ? 4-7" 2 per block (typ,) Type W or 5 screws g 12" o,c, Support/ng 22x/0 7'3" 2 6'3" 1 5'7" 2 per ASTM C 1002 with a Grade floor openings - 5 scr ft. net clear opening, Roof 2-2x12B:,r" 2 7-3" 1 6-6" 2 _ minimum penetration of 5/B" (typ.) t 3-2x8 7-5" 1 6'5" 2 5'9" 2 - Double hung wlndows used for emergency escape Ceiling 3-2x/0 9'1" 2 7'!O" ? 7'O" 2 shall have 3.3 sq, ft. minimum net clear opening, 3-2x12 10'7" 2 9'?" 2 9'2" 2 Connect Wall s 2X Blocking m /6" o.c, Roof Sheathing with at stud rim to first Joist Minimum opening height - 24 inches net clear. Supporting 2-2x8 5-2" 2 44" 2 4=0" ? go' nai/s g 6 0.c. Minimum opening width - 20 inches net clear. Roof, 2-2x10 6-4" 2 5'6" 2 -5'-0" 2 at panel edges and Joist Gelling Q 2-2x12 7'4" 2 6'5" 2 5'9" 3 12" o.c, in the interiors. Jr Smoke Detectors One Center 3-2xB 6'5" 2 5'8" 2 5-1" 2 / in each bedroom Bearing 3-2x/O 7'//" 1 6,-//" 2 6'3" 2 (3) - 16d nails g /6" o,c, l outside each separate bedroom Floor 3-2x12 9'-2 2 B,-/" 2 7-3" 2 of Bracewall into l near base of each stairway Joist /Block Ing 1 in every basement t walk up attic Supporting 22x6 4'7 1 4'02 3'8 2 1 for every 1,200 sq, ft, Roof; 2-2x/0 5'8" 2 4'-Il" 2 4'5" 3 2X Block ing g 16" o,c. Ceiling a 2-2x12 64" 2 5'9" 3 5'1" 3 at stud rim to first Joist OHeat Detectors Two Center 3-2xB 5-9 2 5'1" 2 4'7" 2 1 in each attached garage near center. Bearing 3-2x10 7'/" 2 6'2" 2 5-7" 2 Ba' nail v 6 o.c. Bo' Toena " " � Rim Joist to Carbon Monox/de Detectors Floor 3-2x12 B'2 ? 7'2 ? 6'S ' 3 I In each habita/ stcr of the house NJ= Number of Jack Studs supporting each end (fyp,J y 1/2"dla. A307 Anchor Bolt with and within /0 ft. of a// bedrooms, nut and washer. 3 1/2" min. - 12' max, Abbrevlatlons L.P, - Low Point from end and max. 6'0" o.c each plate Clr. - Clear Max_ - Maximum or as shown on the drawings, Conc, - Concrete Min_ - I'7lnimum Interior Bearing [Ua11 Headers Minimum 2 Bolts per Wall Plate. Maximum S ans Perpenca'icular Parallel D.L. - Dead Load 0,C, - On Center p Table 5502.5(2) - " " D/a. - Diameter P.T. - Pressure Treated t0 Floor Framinc] 8d nails 2 l/2x 0.113 t0 Floor Framin El, - Ele vat ion P-6",f, - Pounds / 5c7 Ft, Buildln U//dth 16d nails - 3 1/2 x 0,135 Fdn, - Foundation _ Req o! - Required 20' 28 36' / F/r, - Floor Ref - Reference Size Span NJ S an NJ 5 an NJ B ///raced Wall Frmg. - Framing Sq_ Ft. - Square Feet 2-2x4 3,-1" 1 2'B" 1 2-5" 1 Ft'y- - Footing T t B - Top * Bottom 2-2x6 4'6" 1 3'11" l 3'6" i Ac1cli t iona1 Conn(6ct icn6 H.P - Nigh Point T t c - Tongue 6 C:roove 2-2xB 5'9" I 5'0" 2 4-5" 2 G• K.D. - K!ln Dried Typ, - Typical Supporting 2-2x10 7-O 2 6'1" 2 5'--5" 2 L,L. - Live Load U.N.O. - Unless Otherwfse Noted One Floor 2-2x12 9'1" 1 7'0" 2 6'3" 2 (3) - 2 x 12 Basement Girder Table 3-2xB 7'2" I 6-3" 1 5-7" 2 Max. La//y Column Spacing 5502.5(2) 3-2x10 B'9" i 7'7" 2 6'9" 2 Continuous Structural Panel Sheathing' 3-2x12 10'2 2 9'10" 2 7'40" 2 Building Width ('5602 , l0 , 5 t 5602 /0 . 3, method 3 J20' 28 36' W000' structural panel sheathing 3/B" (min,) thickness f2 or 2-2x4 ?'2" I /O" / l'7" I stud spacing of 24" O.C. (max,-). Use Bd common nails at 6" O.G, for 2-2x6 3'?" I 2'9" 1 ?'S" I Supporting the perimeter ane 12" O,C, to framing (Table 5602 , 3 (U J. 2-2xB 4'O" 1 3'6" 2 3'?" 1 One Floor 10'2 B'lO" 7'lO" Gypsum board to be fastened to studs at 7" O,C, i' max, J Supporting 2-7x4'-11" 2 4'3" 2 3' " ? 2-2x1212 5'9" ? 5'O" 2 4'55" 2 Su ort in Contact a Registered Structural Engineer for add/fion analysis. Two Floors pp g 7-2" 63„ 5' 7„ 32x8 51411 1 4'-5" 1 3'11" 1 Two Floors 3-2x10 6-2" 1 5'4" 2 4-/O" 2 3-2x12 7-?" ? 6-3" 1 5-7" 2 6UPPorting 4-2 3'8" 3=4" t e NJ = Number of Jack Studs supporting each end Three Flo Notes: ' -NH Alen Carroll 978-902-0131 Field verify all dimensions. P.O Box 5066, Anclover, M,4 0/810 Drawln date:Au ust /2, 2010 "' -: 9 9 .y'- Questions - Comments, contact: a/angcdrafting,com Ridge vent (contlnuous,' ROONng ® Z x 1?Rfo'ge Board 2 x 10 0 l6"o,c_ 1/1"Plywood Nail Bal - 6"o_c, perimeter 12"o.c. !n F!e/d MUM MUM /Ing Fram/ng Fascia l - Hurricane c!/p Cel 2 x l � lr 0,C, /RooF S/mpson 42.3,4 SOFFit w/venting r Rafter on /ns/de 12 - - - 2x6 10 Block Ing m Exterior Wall I Fascia - 2 O Attic Fram/ng ai 2 x lO ¢ 16 11 o,c, Sheathing 3/4" T t G Sheathing 6"O.C. perfineter Soff/t Na/1 Ba' - 6" O.C. perimeter 11"o,c_ In Field 12"o,c. In Field ---- lip '° ' � Standard SoFFi t I/4" Shrinkage Gap (' min. 3/4" Sheathing 2nd Fir: Framing 2 x )O 0 16"o,c. 3/4" re G Sheathing I I 12 g � Na!/ 8d - 6"o.c_ per/meter 4 sheathln 12"o,c, In Field LUS Nang r 2 x 6 m /6"O-C, DOub/e Shear Strapping "' ' Exterior [Ua// L vL Beam Ula//board L VL Beam 2 x 6 s 16"o,c' 3 - 2O'x 8 l/2"Sheathing Nall Bd - 6"O.C. perimeter F/usf� �ram�d3�am 12"0,C. fn F!e/d 041 z 2x Bottom Plate Post Ist Flr, Framing 0 2x Band .101st 2 x lO 3/4" T t G Sheathing ~ 2x Floor ✓016t Ij 12"o,c. fn Ffeld 5!/l. 1-2x6 P_T., Deck Ing ( l> - Z x116 ('P-T,J 1-2x6 K_D, ( l> - 2 x 6 (K,D.J ur/Sill Sea/er SolJd Flre Block/ng � 4x4 post (p.t,>- Approx, aD t Latera/Bracing a9 Anchor Bolts Flnleh Grade P' - Conc, Fdn_ 1•, 1 Precast 1 °-`" Center Beam 1 4vCTi Deck Footing _ S tandard S �l or equalN. ; E u e Lally Column t Ft j p Gonc, Fdn, t Ft 9 NH i 1 eD z --� ;a �D°•a irk _`./ Aa 4a a - • ° o Concrete Slab a:. d•s •�'a a ,d Nofes: Alen Carroll X78-902-0131 • FIeld verify all dfinenslons, JCC; SECt/O!7 P.O Box 5066, ,4nedover, MA 0/9/0 Scale applies For 11 x 17 drawings, Drawing date: August l2, 2010 1/`l��= /'0 G?uestfons - Comments, contact: alangcdraFiingcom Attic O a==a Finish floor Subfloor S -7 5==7 co � 3/4"plywood continuous � support Second O Stair Stringer c==] i s==' Stair Top Detail u, s==i 1 r ap ` � Tread Firs t �r 111fa tread= /0 11 cj m � E ` S== Flnlsh floor h , Subfloor <� 5==i Stair N 2 x 6 S tringor d•a V 2 x 8 _ 2 x lO e D W Headroom G/� �D°•° ,Z 6 8"minimum e p E to stair below qv, • d � a Stair .ease U�tail ~ No. 5 �1 . N ' 5c6C t/Ori �.. //4" /Yot�s: Carroll Feld verify a// d/mens/onAlan 9 7 _902_ _0 s_ f 8 OI31 Scale appl/es for /l x l7 drawings. O BOX J�066 Drawing date: August 12, ?OJO Andover, MA OlB/p Questions - Comments, contact: a/anscdraft/ny cow 'lam �I- Cfill 111111111 1111111111 /0- 74IIIIIIII lilt 20 ' x 28 Unit Attic ,L i vi�g Aroma sq. f't. = /570 '', _ ___ Contractor /Builder: ' mill ® J�ffcoLLu Anclo ver, MA 01810 � second Jill 1111 Jill Jill 1111 11 s 78-47�-1888 Project location. FT-T] © � 114-116 Union 5tre,=46t a North Ando ver ift+=Vjlll Hi " " 1`'lassachus�tts First � a Snow Load p.s.P. = b0 Occupied Floor Live Load p.s.i;= 40 Exterior Ba/conies p.s.f = 60 Attic with storage p.s.r. = 20 Basement -——- •------------------------------------------------------------ ------------------- � �C: Front Drawing print out date: ii "" Augu6 t 12, 2010 3/16 = 10 --7-HN ilr 07 Notes: house plan has been leve/aped Al/ dimensions to be field verlried and changes madthe 7th Edltlon of the Massachusettse accord/ngly. State Building Gode Exterior siding, trim, mouldings and details are per builder specifications. ,�(( 079-002-0131 Finish grade is shown as 1;6° below top of foundation. A lan Carroll * See RE5check Energy Analysis Report far all lnsulatlon R Values. ® Ullndow t Doors: MFS., size design, layout and details per builder. PO. BOX 506.6, Arci/Over, MA 01810 When this drawing /s 11 x 17, It Is the scale as IndJcated. Quest one - Comments, contact: a/Jnvcc*-art1ng.com 1.111 1 111 1 E FTR H FR- FM I Fl-I EB 17- 0 0 0 ------------------------------------- -- -- ------------------------------- ---------------- ------------- - ----------- ---------------------------------- -------------------------------------- ------------------ -- ---------------------- -------------------------------------- - -- - ------------------------------------------ ------- ----------------------------------------------------- ----------------------------- -------------------------- ------------------------; ool 41en Carroll e79-902-0131 Ffd-,I& verlf'y 311 cOmens1cn6- Sca/e appl/es for 11x /7 r-Yrawfng6- )",C, Box 5066, Ando ver, MA ClelO Drawfrg date: August 12, 2010QuestionsComments, contact: -------- - - 2x Bottom Plate 2x Band Joist Precast 2x Floor Joist Concrete Bulkhead - ------- U P 51/l: I-2x6 P_T., -- ------ - I-2x6 K.D. ------------------------------------ -------- ---------- :- ---------- to16M S&aler n Da - n o a •Da" a 3'-0° 1 I .Anchor Bolts 1 .--------------------------------- ---- ------------ 10' -----------!O"Concrete Foundation Conc. Fdn_ with dampprool ing i v_ StancOnn' Sill LO 1 1 KI 1 I I I I I I 1 I 1 I 1 I 1 I c 1 (max_) (max-J 1 1 1 . I 51_111 5�_OII ' J) 1 d• I I I I • O ' )( I I 1 1 I I I I 1 I I � - ' (3J - 2x/2 1 c 1 `--- `----I -II- "die. (min.)A307steel anchors bolts with a minimum 1 1 1 I 3 1/2II dia- Lally Column , , embedment of 7" into foundation_ w/2-6'5 x 1'0"d ft' 1 " I `l• p' g• 2 bolts (m/nJ per s!l/plate p (6 req a J O 4 min_ and /2"max. From each end of the sill plate section, - I 1 I Ancl (3J - 2x12 I I I I I S Bolt Flac�ngnt I 1 I 1 I I I 1 I 1 Beam Pocket ' 6 iu. x 6"h. x /0 1/2"dp. o (4 req c/.) °- I I I D 1 I Q I 1 I 1 1 I I Lally column cap S/mpsoln L CC I 1 1 I p La 4"(min.)Concrete or equal Slab ' •�: ' y I I 1 1 I c�'- with approved vapor---o , v , column Lally .bottom .base barrier beneath ° p/ate embedded _ /n concrete slab I I I 1 ------------------------------------------------- ` ----------------------------------------------------------- t- r N, u. 20'-0" ,LailU Column Detail 3" 3--b" �I Q11 y, ro 4,-SII _ / a`{'`�^�� Q::;.;.:•. -y' Precast Foundat ion Decking Footings l/4"_ /'0 or equal (5 req a J ,__ __, ____ Alen Carroll # 979-902-013 1 Nous: ��,=T=, � r"*_� ,,, r�, _� -� r�, I ;�� ;�}__��; • Fleld verify all dimensions. • SceleapplJes for 1/x 17 draw gs. r,t-I-�,y w,~-I-�,r I,j-I_i,r i,� I y,r r,t-I-y r FO, Box 50,66, Andover I"IA 0/9/0 Drawing date: August 12, 2010 ``` `-� `` Questions - Comments, contact: a/anacdrafting com x ....... .. .. . .... ... . . ....... --------------- x Ln Bedroom #2 -Cp x ,Dining Kitchen Iz— x Actual cabinet /eycPut May vary 5-14 9'-9" ll 5'-911 2-8 -.3 BI I CQ 2 I M Cq N N o CO 0 Ln Cn rq -- ------- - IL .X ............. T-4-' T-4" '_811 --------------2, 12' 4L -511 .".1 Living O o Bedroom #1 o r,-8 x 4'-9" 5-8 x 4'-13" 20'..0" Living Area 6q, M-5C: 2nd Floor ,t 3'-6" 4'-3' 114 /'0 20'-0" Living Arca -4q, rt, = 560 Alan Carl-OH f 979-002-0131 • Field Scales- gppl.les-6 roall r /I x 17 cVrawfnqb. M-5c: /6 t Floor F�C. Box 5066, Anci��ver, MA 0/9/0 Clrawlng date: Augu-4t 12 201C 114' 110 C(57mm--ni-o, n5ynt,9ci, alon-ccinerifng-com 1 0 Drip Edge V-10"O"x 4'-g" 3'-5" I ------------- ---- - - ----------- ---- ------- -- ----- ------------------ ----------- ---- ------- -- ------------------- I , --- / ce [Dater Shie/d I ' I 1 OI I I I I C/os�t I v 13",Composite Roofing I I , O , , N 1 , I RY 1 O r I Z x � Ridge Bent (typ_� _ O I O I I I I I I O 1 I I I 1 I ::.....::::::.... I I I I 1 I I _ I I I O ' I I I i II II I 1 • 1 I I I j 2'-Id' - ------ L _-___-_ _____ ____ I I ------ ----- - _____ _____ ' I L--------------- - __________________________________________ _____________ L iviny ,4r�a sq. Ft. = 450 JCC, Je00f c,P ,.. oi!' tfi .� 114 //4" Notes: A 'J Feld --,fry a//d/menslons. M Scale app//es for !!x 1 draruings. Dr4I6n Cc7rro// f 978-902 0131 ' a�uing date: August /2, 20/D P.O. Box 5066, .4ndov�r, I~I,4 01810 Questions - Comments, contact: ,m a/an cdrafiing:com _ 1 I I ® - -- -- - - -- --- --- I I I I ' ' I ' I I I I I 1 I I I 1 1 h 1 TI I W-2" I I I I 1 1 ' 1 Beam -- --- -- --- I below I Basement Beam below I I I I � ' I 1 I O I I I I 1 ' I I I I I I I 1 I I I I I I 2 x 2x Bl P.TJs16'IO.G. (3J 2x B .411 members are 2 x 10 m 16" O.G. o. 5 �/ o io s fill members are 2x lO � l6"O.G. (U.N.O.J 2nd Flr, Framing' = . ;5� , ✓C: 1st F/r. Framing. 114" h`ICTFiUr'�`` 114 . 10 Alen Carroll # 978-902-0131 Notes: P,O. Box �Ob6, ,4ndov�r, MA 0l8/0 • F1e1d verfry a1/ cilmens/ons. Questions - Comments, contact: alanscdraFting.com • 6ca1e applies for 11 x 17 cirauiings. Drawing date: August 12, 2010 - -- --- --- --- --- --- -- - --, - -- --- --- ---- --- - ---- ---- - - I O I I I I I 1 I I I ' ' I 1 I I , Dormer I��tai l ' I I I i L_ _ --- --- --- --- --- --- --- -- - - -- --- - - - -- - -- -- -- -- -- -- - - -- --- --- --- --- --- - 2x 6 m 16"OC- O A members are 2 x tom 16"0,C. (U.N.O.J Al/ members are 2 x lO m 16"0,C_ (U N.o.J L7)-5C.- A t t is Frarnin_q I�-✓C: {Woof�ramincy 1/4" = /'0 1/4" = 1O, No ,4/an Carroll 78-902-OI31 Scale applies for II x 17 drawings. FC, BOX 5066, ,4ndOVer, MA 01810 Drawlng date: August 12, 2010 Quest/ons - Comments, contact: a/an0ccYraltIng-com (gynj ) Recq'cf Air Space See Plans and Sections 2X Blocking a 16" o,c. Exterior Bearing WWI 1-leaclers For Hurricane G/Ips -------- Table-- ___ at stud rim to First Joist Max/mum Spans Table 5502.5(U and Celling Rafter Ground Snow Bu!lding U/idth connections. C�n�ra/ No t�s Load 50 sr 20 29' 36 (3,) - Bd Block " o, Toe Nail Size 5 an NJ S an NJ S 7" 2 (3J - Bd nalls Connect Drywall with Window Opening Requirements for Massachusetts .2-,2x,9 5'l!" 1 5=?" ? 4-7" ? per block (typ.J Type W or 5 screws s 12" o.c. Support/ng 22x/0 7'--?" ? 6-3" ? 5'-7" ? Grade f/oar openings - 5 sq, Ft, net clear opening Roof' 2-2x12 8=5" per ASTM C 1002 with a ? 7=3" ? 6=6" 2 _ minimum penetration of 5/B" (typ,) 3 2xB 7.5" 1 6'-5" 2 5,-911 1 Double hung windows used For emergency escape Ceiling 3-2x10 9'J" 2 7''-1O" 2 7-0" 2 shall have 3.3 sq. Ft. minimum net clear opening. 3-2x12 /0'--7" ? 9'--2" 2 9'_2" 2 Connect WqH a 2X Blocking s /6" o.c. Roof' Sheathing with at stud rim to first .Joist Minimum opening helght - 24 Inches net clear, Supporting 2-2x8 5-2" 2 44" ? 4-C)" ? ed nails gv 6 0.c. Minimum opening width - 20 inches net clear. Roof, 2-2x10 6=4" 2 54" 2 5'.0" 2 at panel edges and Joist Ceiling 2-2x12 V-4 2 &,-5" ? 5'-9" 3 12" o,c, in the Interiors. .S Smoke Detectors One Center 3-2xB 6'-5" 2 5'8" 1 5'-1" 2 I in each bedroom Bearing 3-2x10 7=11" 1 6'-H" 2 6-3 1 (3) - I6d nails to l6" o,c. I oufs/de each se crate bedroom of Bracewa/l into p Floor 3-2x12 9 1 ? B"1 ? 7-3 2 I near base of each stairway Jolst /Blocking 1 in every basement t walk up attic Supporting 2-2xB 4-7" 2 4'-0" 1 3.8 ? 1 for every 1200, ec- ft. Roof; 2-1x10 5'B" 1 4=/1" 1 4'5" 3 2X Blocking g 16"o.c. Ce//!ng -f 2-2x12 64" ? 5'-9" 3 5-2" 3 of stud Nm to First Joist OHeat Detectors Two Center 3-2x,95=9" 2 5 411 2 4-7" 2 I in each attached garage near center. Bearing 3 2x10 7'/" ? 6-2 2 5=7" ? Bd nail 9 8d Toena� Floor 3-2x12 B=?" ? 7"2" 2 6=5" 3 RIM Joist to Plate ✓ofst g 6" o.c. Carbon Monox/de Detectors J in each habfial story of the house NJ = Number of Jack Studs supporting each end (typ J l/2" dia. A307 Anchor Bole withA. z and within /0 Ft. cf a// bedrooms. nut and washer. 3 1/2min. - !?'max. Abb from end and max. 6'-0" o,c each plate =reviations L,P. - Low Point - ..: CIr_ - Clear Max, - MBx/mUm or as shown on the drawings, Conc, - Concrete Min. - Minimum Inferior Bearing Wall Headers Minimum 2 Bolts per CUa// Plate, Maximum S ans perpendicular D.L_ - Dead Load O.G, - On Center p Tab/e 5502.5(12> 8d nails - 2 l/2"x 0,/13" Paral/el 01.9, - Diameter P.T, - Pressure Treated t0 Floor Framing t0 Floor Framin EI, - E/evat/on p.s,r, - Pounds / Sq, Ft. Buildin With 16c nal/s - 3 1/2 x 0,135 l FcIn. - Foundation Req ca_ - Required 20` 29' 36` //// Flr. - Floor Ref, - Reference Size 5 an NJ //S an NJ S an NJ B/"aC�Gl �.L/all 'anal Frmg. - Framing 5q. Ft. - Square Feet 2--2x4 3'-11' I 2,-,q" I 21-51, 1 Ft - Footing T 4B - Top -fBottom 2-2x6 4"6" 1 3=11" 1 3=6" 1 Acoitiona/ COnnECtiO!'7S ,UEta// N.P_ - Nlgh Point T ! G - Tongue -f Groove 2-2x8 5,-9" 1 5'_0" 2 4-5" 2 K,D_ - K//n Dried Typ, - Typical Supporting 2-2x10 7'-0 2 6,-l" 2 5,-5" 2 L.L. - Live Load U,N,O. - Unless Otherwise Noted One Floor 2-2x12 0'-/" 2 7'_0 2 6-3" ? (3J - 2 x 12 Basement Girder Table 3-2xB 7-2" / &,-3" 1 5'-7" ? Max. Lal/y Column Spacing 5502.5(?) 3-?x10 q,-9" I 7'7" 2 &'-9" ? Continuous Structural Pane/ Sheathin 3_1x12 !O'-2 ? 1 7-/C" 1 Build/ng Width (' 5602 , l0 , 5 t 5602 /O . 3, method 3 J20` ZB` 36' CUooa' structural pane/ sheathing 3/B" (min,) thickness For 2-2x4 2 2" I 2'-9 5" "" 1 I l�7" 1 stud spacing of 24" O.C. (max..). Use 9,d common nails at 6" 0,C, for 2-2x6 3 2" 1 2�91 I Supporting the perimeter and 12" O.G. to framing (Table 5602 , 3 (1) J. 22x8 4 O" I 34" 2 3'?" 2 One Floor 10-2 9'40" 7 lO" Ssypsum board to be fastened to studs at 7" O,C_ ( max. J Supporting 2-2x10 4-9" 2 4-3" 2 4'-5 2 1-2x12 5"9" 1 5�0" 2 4"5" ? Su orf in Contact a Registered 5tructura/ Engineer For addlt/on dna/y5/s, Two Floors pp g 7-2" 6'--3" 5=7" 3-2x8 5,/" I 4'-5" 1 3'-11" ? Two Floors 3-2x10 6=2" 1 5'4" 2 4'10" ? 1tit:L�_ ter, .`a 3-2x12 7=1" 1 6'3" ? 5=7" 2 Supporting t, `L rjt,0 `r NJ = Number of Jack Studs supporting each end Three Floors 4-2" 3'8° 3-4 B `' r4/an Caro ll9 78-902-0131 F/e/d ver/ry all dimensions. ?4 P_O. BOX 50,66, ,4nclover, 1'9,4 01810 Drawing date:August /2, 2010 ;.4. Questions - Comments, contact: a/anecciraffing.com H Rlage Vent (contlnuousl ® 2 x /2 Ridge Board Roofing 2 x lO m l6"o,c. 1/2"Plywood Nall Be - 6"o.c. per/meter 12"o.c. In field Gelling Framlgg Fascia AV rrlcane cl/p N2.5A 12 Soffit w1venting n /ns/de2xlocking Exterior Wall Attic Framing 2x 6 s /6"ocFascia s 2 x l0 w 16"oc1/2"Sheathing 3/4" T t G Sheathing Nall Bcl - 6"o,c_ perimeter NallBd - 6"o,c, per/meter 12"o,c. !n field 50ffit l2"o,c. in fleld Vl S tar�dard Soi'fi t 5hrinkage Gap (min, 3/4" 5heath/ng 2nd Flr, Framing 2x /0 � 16"o, 11 3/4" r t G 5heathing Sheath/ng 4 Na/l Bd- 6"o.c_ per/meter 2 x 6 16"O,G, /2"o.c. !n field LU5 Nang r "' ' Double Shear Strapping Exter/or Wall 3 - 2 x 8 L VL Beam2 x 6 ,0 /6"o.c, L VL Beam LUaIlboard l Sheathing Nail 8Fle�s� ,crammed e8�am ' d - 6"o,c_ perlmefer I I 12"o,c. in field I I O q I a 2x Bottom P/ate lst F/r. Framing 3 I ; 2x 10 Cl6"o,c_ Sk 1 2x Band' Joist 3/4" r t G sheathing 80' - 6"o,c, perimeter 2x Floor Jc is t I , Deck! l2" in fie/d 51//. I-2x6 P,T_, 2xBg/6"O.C, ( ,t,) ( l J - 2 x 6 (P,T,) I-2x6 K_D_ 4x4 post (p,t,J Arox Sol/d F/re Blocking � e' 1,) - 2 x 6 (K,D_J W16111 5ea/er F/ni6h h Grade ° t Lateral Bracing " � ;a p' ,a a .� Anchor Bolts Precast 1 sD :a=• Genter Beam a 1 Gonc_ Fdn_ Deck Footing ; I , qa' n; - - - ��,„`' -'r-X� or E d:e 5tar�dard Si / °'' d ' . e D Lally Column t Ft g a c ;•a{? s.' Conc_ Fdn, t Ft d' Concrete 5/ab o " d'e a Notes: d • Field verify all dJmenslons, 111 1/ON ,4/an Carroll 07e-002-0131 • Scale applies for I/x 17 drawings- BOX .��t�66, ,4ndo ver, M,4 • Drawing date: August I2, 20/0 1/4"_ /'0 Questions - Comments, contact: alanacdraftingcom Attic O , F/n/sh floor Subfloor S==i _ ul � r 314"plywood continuous support Second Star Stringer O , S==] , Stair Tom D�tai/ r Tread ul - ,-j (min,J k d= 10" n E First Min, trea s-- Fln/sh Floor SubFloor °a q a , p 2 x 6 Stringer 2x B 2 x lO Headroom G/r. minimum z to stair below cn a Basement 'e;�' Stair .8as� D�tai/ c. d to c NH w ``'� �' D-✓C. Stair Sic t ior� Tk 114"_ l'0 Notes: ,4/an Carroll 979-902-0131 Field verify al/ / Sca/e applies Forr // P ,A .O. Box 5066, na'over, MA OIB10 - //x x !77 erawings.d Drawing date. August 12, 2010 Questlons - Gommenis, contact: a/anscdraftln9 cow c Al I I /0- 74 FFH 20 1 x 28 ' Llai t Liming ,�r�a scr. Ft. = / I (t Att1c Contractor /Bu/lcler: Ando ver, MA 01810 s 78-475-099 � Second Proj--cf /ocatlon: 114-116 Union 6trd,=46tFEE] M I a a North Ando ver I�'lasSac hus4,3t is a Firs t Snow Load p_s_1; = b0 Occupied F/oor Live Loao p_s_f,= 40 Exterior Ba/conies p.s_f = 60 Att/c with Storage F = 20 Dead Load p.s_1:= /O' , ----------------------------------------------------------- � Basement ----------------------------------- No. Draw/ng print out date:12Front �4u9ust , 2010 / / IyOte$s 3/16" 4// dimensions to be f Je/d verlF/ed and changes made according/y_ ouse plan has Leen deve%ped Exterior s/d/ng trim, mouldings and Beta!ls are per bu!lder speclrlcatlons. he 7th Ed/tlon of the Massachusetts Flnish grade is shown as /6"be/ow top or rouncdat/on. Q tate Bu!/ding Code See REScheck Energy Ona/ysle Report I-or a// /nsulatlon R va/ues. 4/an Carroll * ✓ 78-901-0131 ® LUlndow t Doors: Mfr, size design, layout and detalls per buJ/der. LUhen this drawing is /l x /7, If Is the sca/e as Indicated, P.O. Box X066, ,4ndov�r, I`?,4 f 1810 Questions - Comments, contact: a/angcdrarting m ................... 11 1 6,11T 1 11 FT-0 FT7-1 FFTMT FTT-11—FFRI FTT1 FT7 FFT-11 LLLJ R FTT-1 FT7 --- --- --- Fm— --- --- LZU 1:3 I--------------------- --------------------------------------------------------------------------------- -------------------------------------------- --------------- --------------------------------------------------------------------------------------- ------------------------------------- ----- �� ------------------------------ ------------------------------------------------ ------- ---------- ----------------------------------------------- 'Beck Ile /,C) J ON, N Alcan Carroll 979-002-0131 Ffelcl M,4 01810 app/les for II x /7 drawing- contict.- Draw/ng date; Augu--t 12 2010 ® -- -- ----- - ---- -- -- - ----- - ---- -- -- -- 2x Bottom P/ate Precast 2x Band ✓olst Concrete 2x Floor ✓O/st ------- -- Bulkhead -----_u -- 5/ll. I-2x6 /= T, ---------- ---- - ---- ------- I-2x6 K.D. 3_0--- 'a v•t, m/5//l 5ea/er 9 ---------------------------------- 1 .a Anchor Bolt-4 Concrete Foundation with dampprooFing ' GOnc. Fc'n, `n Standard Si/l I 1 1 ' �•' I I I D I ' (max.J (,max.J 1 (12 1 1 1 ° , I , 4 1 +�(3J - 2x12 0 �~I 1 I , I � I "ei,'- ('min.J 4307 steel 3 //2"dla. Lally Co/umn ; v. ' q� anchors bolts with a minimum ' • ' I 1 1 iI , w12!6'sq, X /I O"dp. Ft embedment of 7"Info Founclat/on 1 1 ' 2 bolts (Im/n.)per aw plate, �• I © O 4"m!n- and/2"max. From each the sll/plate- section. Z3:I V 1 I I , (3J - 2x12 Anchor leolt Plac�m�nt 1 I I 1 •° I Beam Pocket � �� I 6 iu. x 6'h_ x /O I/2"edp_ i p4 (4req c-Y I 1 , I O• I 1 I 1 , I Lally column cap 5lrnpsom LCC I •a i 4"('min.J Concrete S/ab I I Lally or equal I ov 1 �--�wi th approved vapor�� I ' ' co/umn I ' � ' barr/er beneath ' ' Lally bottom � base 1 • I � , ' ' plate embeciciccd •a in concrete slat, I a ------------------------------------------- Z ---------------------- ` ------------•----0-- --------------------------- - - - --- { f• !f^ ;! 20'-0' .LColumn y Co/ De,=tai/ Notes: verl{y all dimensions. —55--—55- Foundll at ion Alan C91-1-0 # 9 78-902_ol3l • Sca/e applies For !/x /7 draw/ngs. M Drawing date: August 12, 2010 114"_ /o P_O. Box X066, Ando vcr, 1'9,4 OIB IO Questions - Comments, contact: a/vngcdra{ting com 6•-011 8'_611 5'_6" 10-0" 10'-011 3'-5" x 3'-5" 6 -0" 4'-9.. 1 I I LO Ln Ln I 1 I I - i tch�n kinin ` g Oecllroom *2 _ { O Actual cabinet layout I V 1 may vary — Q I 4 Q 4 :. S 011 3,-611 i'-811 5'-8" _ `� 2'-8" 9'-9" I'-II�4" 5-1i4" ' I � I I I - I ...::.:::::::::........................:.. ............. LO z1 I I 1 I - z ........::.:: I I 1 I 1 I 1 O M I - 1 _ p v M o O I N I I I 1 - I I o O cn o - - r 1 co r I 1 - 1 N © _ - I I I I I I I 1 I x r O O I I I m 1 I I 1 1 1 1 I I 1 I O 0 2'-8" 1'-4" 411 ;o 5'-O" 3'--1 1'-7" T s' S O v O LiVin9' - ��droom #1 x On p O v � 2'-10" x 4'-9" 2'-10" x 4'-9" i- �i 3'-0" v + + - A. p O 'sy 2'-10" x •rte''^1 0. 2-611 6-011 @ � L pUC r`Ct 8'-6" 2_011 4 0n 21_011 3_bn 5-O" 1-611 1 bn 20'-0" 1 20-0 EW N. Living Aree sq_ Ft, = 572 "H Lfving area scj: Ft. = 60 Floor M-5,5: 2nc� door f,P ) 1/4"- 1'0 Nous: Alan Carroll # 978-902-0131 Fled ver/Fy al/ d/mens/ons, FO. Box 5066, Andover, PIA OIBIO scale applies Far /I x 17 drawings. , Quesilons - Comments, contact: a/angcdgraFtincom Orawing date: August 12ZOIO ® C3-0' I I'-OII r 5'-6" Drip Edge 2'-10° x 3,-5•• 2'-10�� x d._9.. 1-------- - --------------------- I , ap ,bath r --------- --------------- O ------- ice t IUater Shle/d ' I 1 , 0 o I I 1 , I , I , _ 1 , _ I , o W,61k-In I , v c%sit Secarm 3 �-�Compos/te Roofing I , I , I , o I 1 I I I I I I Q I 1 Ridge Vent (tt,/p.) 1 O ' I 1 1 I I I I I - - - - -- - , -- - I I 1 I I I _b - - - -- - 1 I 1 I 1 I 1 I I I Q I I I I .:.•. I I I I I 1 I , I I I I I I I I I I ' II II I I I I 1 I I I I------------------ -- ------ -- -- ----------- X.: --- -------------------------------------------- -------------- -__ I 1 ____-------------------- --------------------- ---- ----- --- 20'-0" _______ Ltvinq Ft, = 450 1/4"a /10" A t t is - _rc Notes: Field verify all dlmenslons. 41,5n Carroll # 979-902-0131 Scale applies For Il s I7 drawings. F'O BOX .r�-066, Anc4Ovter, M,,4 QlB10 Drawing date: August 12, ?O/O 15 Questions - Comments, contact: a/vnscdraftlrlg com - -- - -- - --- --- --- --- --- --- --- --- - -- --- --- -- -- -- --- 1 - -- -- --- --- --- - I I I pI I , I I I Basement Beam be%w -I u I i I 4 I I ' I , I I , I , ' I Basement � - Beam -- -- -- - - -- -- below 11 11 - 11 11 I I I I I N I I I I I I I I I I N 1 1 I I T 1 I I I I L�1� I All members are 2 x lO s 16 O.G. (U.N.O.J All members are ?x lO g 16"0,C, (U.N D.J E V`dTO "" F11-, gam2ncd F1r_ Framin Notes: ,41an Carroll # 379-002-0131 Fle1d verlFy all dimensions. P.C. Box 5066, .4ndover, M4 018!0 Scale applies for 1l x 17 drawings. Drawing August 12 2010 Questions - Comments, contact: a/angcdraFt! cow date: , Eno ) 1 - --- -- -- -- 1 I ' 1 ' I I 1 I 1 I I I I 1 1 I I , 1 1 s 1 t 1 I 1 I I I I I I 1 I I I I I I 1 I I , I I j 1 , L�orm�r ��tai l 1 I , -- --- - - --- --- --- --- I--- --- --- --- --- --- --- A members are 2 x lO v 16"0,C, (U.N.0-) „ AH members are 2 x lO a l6 o.c. (U N.0, Roof Fram114 10" 114 1'0 ing 111 N� Notes: ` : ,4/an Carroll S 78-902-0131 verlP.y all dimens/ons_ Scale applies iOr H x l7 draujinggs. F.O. Box 5066, ,4ndover, MA OI810 Drawing date: August 12, 2010 Questions - Comments, contact. aian®cciral'ting_com (9F Req Q ,4Ir Space See Plans and Sections 2X Block Ing m 16"o,c, Exterior Bearing Ula// Headers for Hurricane G/Ips �� at stud rim to First Joist Maximum Spans Table 5502,5(U and Ce!/Ing Rafter connect ions, IRM Ground Snow Bulld/n WICIth 2X Blocking C.z�n�ral No t�s Load 50 sf 20 28 36 (3) - Oct nails g 6"o,c, Toe Nai/ Size 5P,61 NJ Span NJ S an NJ (3) - 8d nails Connect Dr ywa// with lUindow Opening Requirements for Massachusetts 2-1xB 5'll" ? 5'2" ? 4'7" 1 Su ortin „ per block (t o,> Type W or S screws s /2" o,c, lain 9 2-2x/O 7-3 2 Grade floor openings - 5 sq, ft, net c/ear opening. Roof 6-3 2 5-& 2 per ,OSTM C 1001 with a Z-Zx/2 B�5 ? 7_3 ? 6=6 ? _ minimum penetrafJon of 5/8" (typ,) 3-2x8 7-5" 1 6'5" 2 5'9" ? - Doub/e hung windows used For emergency escape Ceiling 3-2x/O 9'-1" 2 7'-!0" 2 VO" 1 shall have 3,3 sq, ft, minimum net clear opening 3-2x/2 !O'7" 2 9'2" ? 9'2" ? Connect Wall Q 2X Block Ing s I6"o,c, Minimum opening heI hf - 74 Inches net clear, Roof Sheathing with at stud rim to first Joist p g g Supporting 2-2x8 5'Z 1 4'6 2 4'O 2 Bd nails g 6" o,c, Minimum opening width - 2C Inches net clear. Roof, 1-2x10 6-4" 1 5'6" 2 5-0" 2 at pane/ edges and Joist Ce[/Ing s 2-2x12 7'-4 2 6'-5" 2 5'9" 3 /2" o,c, in the /nterlors, .5 Smoke Detectors One Center 3-2x,66-5" 2 5'8" 2 5'1" 2 I !n each bedroom Bearing 3-2x10 7'll" 1 6'Il" 2 6-3" 2 (3) - 16d nails g16" o,c. I outside each separate bedroom Floor 3-1x12 9-2" ? ? V-3" 2 of Bracewa/l into I near base of each stairway I In every basement $ walk up attic Supporting 2-2xB 4'7" 2 4'0" 2 3'9" 2 Joist /Blocking I for every 1200, sq, ft. Roof, 2 2x/0 5'8" 2 4-11" 2 4'-5" 3 2X Block ing a 16 Ceiling Q 2-2x12 6'b" ? 5 9" 3 5-2" 3 at stud rim to first Joist OHeat Detectors Two Center 3 2xB 5'5" 2 5'l" 1 4'7" 2 1 In each attached garage near center. Bearing 3 2x10 71-l" 1 6'2" 2 5'7" 2 8d nail tv 6" o-c- Joist 9cl Tome " Rim Joist to Plate g 6"o,c Floor 3-2x12 8=? 1 7'? 1 6'S 3 Carbon Monoxide Detectors (typ> C 1 /n each hab/ta/ story of the house NJ = Number of Jack Studs supporting each end //2 dia, 4307 Anchor Bolt with and within /O 1t, of a// bedrooms, nut and washer. 3 1/2" min, - 12' max, Abbreviations L-P, - Low Point r from end and max, 6'O" o.c each plate Clr, - Clear Max, - Maximum or as shown on the drawings. Conc, - Concrete Min_ - Minimum Interior Bearing U/a/l Headers Minimum 2 Bolts per [Ball Plate, D,L, - Dead Load O,C, - On Center Maximum Spans Per endicular Tab/e 5502.5(2.) p Parallel Diameter P,T. - Pressure Treated t0 Floor Framin Bc�' nails - 2 I/2"x 0,113" El, - E/evatJon p,s,f, - Pounds / Sq, Ft, BU11din UUldth l6d na!Is - 3 1/2"x 0,/35" t0 Floor FraminGr Fdn, - Foundation Req'a! - Required 20' ZS' 36' FIr, - Floor Ref. - Reference S/ze Span NJ S an NJ Span NJ �rae�iU Wall Pa�C�i l Frmg. - Framing Sq, Ft, - Square Feet 2-2x4 3'1" 1 2 8" i ?'S" I Ft - Footing T s B - Top e Bottom 2-2x6 4'6" 1 3'11" 1 3'6" I ,�c.�di t Tonal Conn�c t ions Detail H,P, - High Point T -t 6 - Tongue t Groove 2-2xB 5'9" 1 5'O" 2 4'5" ? K.D, - K//n Dried Typ, - Typical Supporting 2-2xlO 7'-0" ? 6'1" 2 5'5" 2 L-L, - Live Load U,N,o, - Unless Otherwise Noted One Floor 2-2x12 8'/" 2 7'0" 2 6-3" 2 (3) - 2 x /2 Basement Girder Table 3-2xB 7'2" I 6-3" / 5'7" ? Max, Lal/-Y Column Spacing 5502,5(?) (5602 , lO . 5 a 5602 !O 3, method 3 Continuous Structural Pane/ Sheathin 3-2x10 B'9'; 1 7'7" , ? 6'9'; ? g 3-2x12 10'2 2 8'/O 2 7'10 '? Building Wlca'th . ) ' Wood structural pane/ sheathing 3/B" (min.) thickness for 2-2x4 1'2" / /''-!O" I /'-7" 20 28' 36 i stud spacing of 24" O.C. (max,), Use Sd common nails at 6" OC, for 2-2x6 3'?" I 2-9" / 2'5" I Supporting 2-2x8 4'-0" 1 3'6" 2 3'1" ? /0'Z" e'-lc" 7 40" the per/meter and 12" O.G. to framing (Table 5602 . 3 (I) ). One Floor Csypsum board to be fastened to studs at 7" O,G, ( max, J Supporting 22x10 4'11" 2 4'3" 1 3'10" 2 Contact a Registered Structural Engineer for addf tion analysis, Two Floors 2-2x12 5'9' 2 5'-0' 2 4'-5 ' 2 Supporting 32x8 5'1" 1 4'-5" 1 3'11" 2 Two Floors 7'2" 3-2WO 6,-2" 1 5'4" 2 4-10 ? 3-1x12 7'2" 1 6-.3 2 5'7" 2 Supporting .ti.0 C- � DtyG+ `� \� NJ = Number of Jack Studs supporting each end Three Floors `I-2" 3'8" 3' 4" Notes. c WTON. Alen Carroll 978-902-0131 Field verify all drmenslons. "" Box 506.6, Andover, MA OIB/O Orawin date:August 12, 2010 Fq,-, r'^� ` Ouestlons - Comments, contact: alenacdraftIng,com r'i9r. Ridge Vent (continuous.) RooFing ® 2 x 12 Ridge Board 2 x !O m 16"o,C. I/2"Flywood Nall Be - 6"o.c. perimeter 12"o.c. In Field Celling Framing Fascia 1 - Hurricane c/lp 2 x Be !6" o.c. /Roof Simpson N2_5,4 12 SoFFIt to/venting r Raftr°r on /nslde 10 2x6 Bock Ing Exterior LUaII I C� Attic Framing 2 x 6 s /6"o_c_ Fascia s 2 x 10 19 16"o.c- //2"Sheathing 3/4" T t G Sheathing M711 Bd- 6"o,c. per/meter Nall 8d - 6"o.c_ perimeter 12"o_c. in Reid Sofflf 12"o,c_ In FJeld p �u � 5 t andard SoFf i t ' I/4" Shrinkage Gap ( min, t0 3/4" Sheathing 2nd Flr_ Framing 2 x lO 0 16"o.c. —� 3/4" T,( CG Sheathing i i Nail Bd- 6"o.c. perlmeter l2"o.c. In r/e/d LL/5 Nang r n , Double Shear Strapping Exterior Wait L VL Beam 2 x 6 g l6 L VL Beam [1/allboard "o_c_ l - Sheathing d /ush �ram�d NaII B 6"o_c_ per/meter 12"o.c_ in Field � m 'o 2x Bottom P/ate It Flom. Framing 2 x /O v 16"o,C. 0 0 2x Band Jo is t 3/4" T t G Sheathing 2x Floor Joist Nall Bd - 6"o_c_ per/meter 12',::7-c. In Feld581 S!l/: 1-2x6 P T_, (IJ - 2x6 (F-TJ L 1-2x6 <-D, ui/Sill Sea/en ""- So/id Flre Blocking ( I.)- 2 x 6 ('KD-) PP o t Lateral Bracing qNrt Finish Grades :Da• ;Da � Anchor Bo/fs ,rc�'�P 1- -ao Conc. Fdn_Center Beam i e q [1 Y-- ° Standard U., V vLally Column t Ft'c_j.- °. Prt• c��'' D Conc- Fdn, t Ft g. F'411. D• nD' �. A �• 4a e c Concrete Slab a; d � Notes: Alan Carroll 9 78-902-0131 Field verlFy all c/Jmenslons_ ��; Jam" EC t/On Sca/ P.O_ Box 5066, ,4nc4l ver, M,4 OI810 e app/les For x 17/1 dramings. Drawing date: August 12, 2010 114" /'0 Questions - Comments, contact: a/dnscdrart/ng com Attic - F!nlsh floor O ' Subfloor i Neader — Q 3/4"plywood � cont/mous u1 support -t Second Stair StrJnger � p s==] Stair Top Detail %k I � � k First Min. tread= 10" Q F c== Finish floor ° S Subfloor ad N- eD S=_] StBlr -Y ..e D s=_] 2x & Stringer 40 L a c==] ry 2xB 2 x l0 Headroom Clr. =d c Q� to stair below !t q a Basement 'a a Stair ,8a5� Detail b ° r � j C� SL D TO N. INN 114 _ !O" i Notes: ,4/an Carroll f 978-902-0131 Field verify all dlmens/one. P.O. Box 5066, Andover, MA 049/0 Scale app//e6 for 1/x 17 drawings. Drawing date: August 12, 2010 Questions - Comments, contact: alanacclraning corn I PermitDate . w l REScheck Software Version 3.7.3 Compliance Certificate Report Date:03/26/07 Data filename:Untitled.rck Energy Code: Massachusetts Energy Code Location: NJq9wytl,Massachusetts Construction Type: Multltamlly Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 10% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: Jeffbo,Inc Hampshire Village 4 unit building Methuen,MA Glazing Assembly • or D.. Ceiling 1:Flat Ceiling or Scissor Truss: 688 30.0 0.:1 Ceiling 2:Cathedral Ceiling(no attic): 24 50 30.0 0.'� 2 Wall 1:Wood Frarrid,16"o.c.: 2465 13.0 0.0 Window 1:Vinyl Frame:Double Pane with Low-E: 180 205 0.380 78 Door 1:Solid: 28 0.490 14 Door 2:Glass: 40 0.390 16 Furnace 1:Forced Hot Air:90 AFUE 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 meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed ir=the REScheck Inspection Checklist.The heating load for this building,and the cooling load it appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall t e no greater than 125%of 4the �spedfied Sections 780CMR 1310 and J4.4. Bui er/Designer Company Name Date ` Page 1 of 4 Al w REScheck Software Version 3.7.3 Inspection Checklist Date:03/26/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.490 Comments: ❑ Door 2:Glass,U-factor:0.390 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: Page 2 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Saes Non-Circulating Runouts Circulating Mains and Runouts • Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 of 4 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: NAME OF BUILDING: NATURE OF PROJECT: ' t xob,Z G � IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0// ARCHITECTURAL E STRUCTURAL Er/MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER(SPECIFY) FOR.THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO.THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUFR- SUB-MRIBED IGNA AND SWORN TOB NDAY OF 1;201 0 ROBIN R. REDMAN `` OTARY PUBLIC COMMONOTN'ydP(WW6SlO EXPIRES Oy ��3 NWEA OF MASSACHUSETTS MY COMMISSION EXPIRES JAN.4.2013 y ss:xssx�� _•.ssS� sssx� ser. ii uU ui: c-tR Liugu rernanues rb- WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company Burlington,Massachusetts NCCI NO 40969 (800)876-2785 POLICY N0. WC 5006557012008 PRIOR N0. I WCC 5006557012007 ITEM 1. The Insured Vlewpoint Construction Mailing Address: 11 Aurelle Drive Dracut MA 0187.6 (No. Street Town or CMy county sm!e Zip Code ❑ Individual ❑ Partnership ® Corporation ❑ Other FEIN 01-0875504 Other workplaces not shown above: 2. The policy period is from,0/22/2008 to 104212009 12:01 am.standard time at the Insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Cornpensallon Law of the states listed here; MA 8. Employers Liability Insurance: Part Two of the policy applies to work In each state listed in itam 3.A. The limits of our lability under Part Two are: Bodily Injury by Accident$ 100,000 each accident BoditylnjurybyDisease $ 500,000 pollcyllmit SodltylnjurybyDisease S 100,000 .each employee C. Other States Insurance: COVERAGE REPLACED 6Y ENDORSEMENT WC 20 03 06 A D. This policy includes these endorsements and schedules: SEE SCHEDULE 4. The premium for this policy will De determined by our Manuals of Rules,Classifications,Rates and Rating plans. Al information required below Is subject to verification and charge by audit Classifications Premium Basis Rates Estimated Per St 00 Estlmsled Code Total Annual of Annual No. Remuneration Ramuneration Promum INTRA 240030 SEE EXT NSION OF INFORI 4ATION PAGE Mnimum premium$ 500.00 Total Estimated Annual Premium $ 7,105.00 As Indicated,Interim aaustrrents of premium shall be made; Deposit Premium $ 1,882.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $6,738.08 x 6.3000°% $424.00 This policy,including all endorsements,is hereby countersigned by ex-0, 08/2612008 - Authorized signature Date GOV I GOV I KIND PLACING CLAIM I NAME I SAFETY STATE CLASS AUDrr OFFICE OFFICE CHECK GROUP The Fair%,av Agency Inc MA 646 114 1505 1 1 305 Forest Street WC 00 00 01 A(11.88) Bridgewater.MA m324 Inewdos copyrighted material of Ilse National Council on ComOamatidn Ihsurence. used whh hs Parmission. bet 11 uu ui: e5p uiogo rernanaes re13 Northland Insurance Company COMMON POLICY St.Paul,MN 55102 DECLARATIONS v Policy No: WS021214 Agency No: 320000 Producer No: Previous Policy No: CP549254 POLICY PERIOD: From 09/19/2008 To 09/19/2009 Term: l Year at 12:01 A.M.at your maifing address shown below. Named Insured: View Point Construction MaIIIngAddress: 11 Aurelie Dr. DRACUT MA 01826 BUSINESS DESCRIPTION: IN RETURN FOR THE PAYMENT OF THE PREMIUM,AND SUBJECT TO ALL THE TERMS OF THIS POLICY, WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. THIS POLICY CONSISTS OF THE FOLLOWING COVERAGE PARTS. THIS PREMIUM MAY BE SUBJECT TO ADJUSTMENT. COVERAGE PART DESCRIPTION PREMIUM Commercial General Liability Coverage Part . .... ........ .... ................ ._ 3, 223. e C PREMIUM TOTAL $ 3 ,223 .00 Surplus Lines Tax $ 128 . 92 POLICY TOTAL $ 3,351.92 FORMS AND ENDORSEMENTS The schedule of coverage declarations,forms and endorsements shown on S1 D-ILS make up your policy as of the effective date shown above. Agency Name(Address: New England Excess Exchange, LTD. 79 River Street Montpelier, VT 05601 , Countersigned:_ 09/17/2008 DK By __ Clr ACORD. CERTIFICATE OF LIABILITY INSURANCE SIMM"N'�`' •Ramo "aa CIE RTanCATN IS 10"20 Aa A ENATTEOI OF NV FORMATUM HUB Inlamatlonal New England ONLY AND CONFERS NO RIGHTS UPON THE CERIIF ATE HOWEPLTH It299 Bal lardvale St ALTER THE OVE GE DOESCERTIFICTE NOT B THEPOPOLICIES BE EXTENDLOW. WIImllgton,MA 01887 078$57-8100 IMSURERS AFFORDING COYEIRAOC MAIC R INsuRED wsuRmA: Peerless Insurance Ca Hutton'$General Construction NwRPRs: AIG 107 Lowell Street NSUPSRC: Traveler:Indemnity 25M Methuen.MIDI 01844 PSUFERD: INSURERE: COVERAGES THE POLICES OF U%RANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER,OD INDICATED.NOTW CTHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUM6dT W ITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURAJVCE AFFORDED BY THE POLICIES DESCRIBED HEREIN ES SUBJECT TO ALL THE TERNS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE UMI TS SHOWN NIA'HAVE BEEN REDUCED BY PAID CLAMS UK TYPEOFIKSURAMICE POLICY NUTA BFR LIMEYS A OWRALURAIUTY CBP8157203 aIsm 9109 06/19mo GACHCCCUMM6M $100aoo COMWRCKL GENERAL LIABILITY 3100,000 CLAMSLODE FZ OCCURNEO Ex' away«+) $5,000 PEASONALaAMMIURT $1000000 x Blkt Add9 hu'd GEW:P.&ACGIREGATE 0-000.000 p LIEN'LAVGREGA'm UMITAPPUESPM PRODUCTS-COWOCPAGG Si.000,000 x PmcY PRn LOc JECT C AUTOMOBILE UAILIY BAMMINN1309 05119/09 05119110 CONIa1NEDSINGLE UMET $ ANY AUTO IF,a«a ALL OWNED AUtOS BODILY INJURY X sc"EmmAUTOS pamon) X IIRBDAUTOS BOOILYINJURY x NdJ-ANNEUAUTOS (Pxocedan) 3500.00 PROPERTY DAMAGE ?100,000 (ParacodaA) «RADE LIAl0.RY AUTO ONLY-EA ACCE O S ANYAUTO OTHM TKAN EA ACC S AUTO ONLY: AGO S � 111�I A L"UTV EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE S S nEDUcna.e s RE=-TENTKN s = B WORKERSCOMMNSATIUNAND WC007443896 0621M 013/21110 X YYCSTATu• 0TH• EMPUDYERS'UTABILTIY EL EACH ACCIDENT 11100 000 ANY PROPAETCWPARTN64YGXECUTNE OFRC®UMEMBER INCLUDED? EL MSFASE•EA EMPLOY $100,000 II dror�a vMtf'Ns I... EL OISFASE.POUCY UNIT $500 000 a orEleE pEBC1UPT10N OF OPERAT1"1 LOCATIONS I VEHICLES I EXCLLSIONS ADDED By ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHO=ANY OF THE ASOYE OESCRWW POUCH SE CAKCE1EDBEFORE THE EXMKTEN Jeffco DATETIEUM,J"E6WBNCINSURERWLLENOEAVORTONNL -,*A- DAVB aTTEN P.O.Bcx 602 NOTICE TO THE CERTWCATE HOLDt7R TAME D TO TME LEFT.BUT PAIUMETO DO SO SHALL Andover,MA 01810 IMPM NOOI LWATION OR LMLffYOFANY WHO UPON THE INSURER RS AGENTS OR IREMESEMATIVE8, ACORD 2S(2001!06)1 oft MS295889=63so1 WR001 D ACORD CORPORATION 19W I-d noz-COC.101 F uolionJ3suO0 u9E)s,uolinH dGE:90 60 t,L deS I SEP-09-2009 01:2TP11 FROM-PICKEN INSAANCE BTU-01-3116 1-661 r.uucluuc rwolu �'+��+►�� Vcm I IriuA i t UI' LIAMILI I Y INZWKANUL 09%09/zi MIODUCER (978)251-0730 FAX (978)251-3778 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION P•icken Insurance A99MCy, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 10 Middlesex St. HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 909 ALIER E COVERAGE AFFORDED BY THE POLICIES BELOW. N. Chelmsford, MA 01863 INSURERS AFFORDING COVERAGE NAIC# Bm-Iiu capstone Marble A Granite Inc. I INSuRER& Commerce 34754 147 Merrimack St. IINSURER I3 Methuen, MA OIA44 INSURERC: INSURER D: INSURER E: -COVERAGES THE POLICIES OF INSURANCE LISTED BELOW NAVE SEEN ISSUED TO THE INSUReD NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,T=RM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY OF ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN RI!DUCED BY PAID CLAIMS, TYPE OF INSURANCE POLICY NUMBER POLICY ii 9C" POLICY fiXPIRATION --- UNITS GENERAL LABILITY NKH872 01/26/2009 01/26/2010 EACH OCCURRENCE S -1,000,000 tCOMNIERCIAL OENERAL LIABILITY DAMVIACE YO RENTED5 50,000 FRFUE CLAIMSMADE F-1OCCUR MOD 797(Any ens Perron) S 5 00A PERSONALLADVINJURY S GHNERALAGGRWATE S 2JIM00 CENrL AGGREGATE LMR APPLIES PER PRODUCTS-410mNOP AGG 5 POLICY JECT LOC AUTOMOBILE LHAOIIJTY COMBINED SINGLE LIIArr ANY AUTO (Ea ecddenq 9 ALL OWNED AUTOS BODILY INJURY s SCHCDULED At1YO1 (PQ Pinson) HIRED AUTOS COOLLY INJURY s �i NON-0WNGDAUTOS (Per sedan) PROPERTY DAMAGE 3 (Pn-ri "ARACELIAOLBY AUTOOIrLY-EAAOCIDENT S ANY AUTO CYN IR Yl1AN EA ACC S AUTO ONLY: AGG S EXCESVINB CELLA LIABILITY EACH OCCURRENCE S OCCUR D CLAWS MADE AGGREGATE S S DEDUCTIBLE 5 RETENTION 0 is WORMERS ODNPEm iON AND WC BTATU- OT1+ lbA'I.OYaRS'LIA UTY ANY PROPRIETOW/PARTNM%twECUTIVE EL EACH ACCIDENT S OFFICImmemBEREKCLUDEO? E.L.019EASE-EAEMPLOYE d N yynw,cawbo undur SPECIAL PROVISIONS below I-L DISEASE.POLICY LIMIT is OTNlR DHaCIa)PTION OP OPERATIONS!LOOl1TIONS 1 VEHICLES!E3CWSION3 ADDED BY ENOORSFIABVT!V%QAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THEA 13OVI DL:SGRIBlD POLIM BECANGBL M DPFORE THC EXPIRATION DATE THEREOF,THE ISSUING INSURER YPLL ENDEAVOR TO MAUL 20 OATS TYRITIEH NDTICE TO THE CERTIFICATE HCLOER NAmo TO 171E LEFT, Oe f fco Corp. BUT FAILURE TO MAL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY PO Box 802 QfAN ND N THE INSURER,ITZIAPkINITS ORREPRE3LNTATTYE3. Andover, MA 01810 AIJ-r I A. 14 ACORD 26(2001/08) FAX: (978)475-9075 WORD CORPORATION 1988 DATE ACO ,M CERTIFICATE OF LIABILITY INSURANCE 09/10/20Y9 09/10/2009 PRODUCER 603-382-5316 FAX 603-382-3340 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hampstead Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P 0 Box 309 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. East Hampstead NH 03826 INSURERS AFFORDING COVERAGE NAIC# INSURED Steven Val ido INSURER A: Merchants 23329 24 West Shore Park Rd ' INSURER B: Kingston, NH 03848 INSURER C: --__ INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ IN$R APOLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MM/DD/YYYY DATE MM/DD/YYYY GENERAL LIABILITY CCPI045237 05/22/2009 05/22/2010 EACH OCCURRENCE $ 1,000,000 DAMAGE TO REwrEU__ X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence)- $ 100,000 CLAIMS MADEOCCUR MED EXP(Any one person) $- 5,000 A PERSONAL&ADV INJURY Ii$ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) --------—t --.._. ----- ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS I (Per accident) PROPERTY DAMAGE— $ —— (Per accident) $ UARAGE LIABILITY Au FO 04L-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $- _ _- AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE_- $ - - OCCUR M CLAIMS MADE AGGREGATE _ - $ -- -- $ DEDUCTIBLE —_— RETENTION $ WORKERS COMPENSATION TORY LIMITS ER AND EMPLOYERS'LIABILITY — -- -- ANY PROPRIETOR/PARTNER/EXECUTIVE Ya E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ _ -- If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL George Hughes IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR P 0 Box 804 REPRESENTATIVES. Andover, MA AUTHORIZED REPRESENTATIVE Karen McLinden ACORD 25(2009101) FAX: 978.475.9075 ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD FROM :PM CONSTRUCTION FAX NO. :6033948004 Sep. 14 2009 06:30PM P2 ACOR CERTIFICATE OF LIABILITY INSURANCE PROM >R TWS G&TiFSCA'E 15 lSSUEU AS A MATTER w;wFsyRN ON at. Moborto tnsurance Agency OFd.Y ASD OGNFCAS NO RUCHT8 UPON I';RCA 1060 OOpoed St—teat WE ' 1H QCBKiIP1CA DQ�B AR THE RM 6KTE MOtth Apdovol, si'm 01845 i IfsSt�R�AF�'OAUiNt3 CQYGRAc'e5 WUC A IV 9,$ g IH5t71iG42GCR CxY+IDA#tY- ' fi m coalatsruuotaoa :tv >�t lxwnrenoe�C.o P 0 s= 1502 Mvrtlts C!q 1�l1q Tim rms CO. SC►AbMoolC, bm 03$9Q �xr;SugER� { . TW POUCEW HVLAt+c6uS',P-D EtQWRA;fBEENWJEDro MmilowgFF�t C�0 POODD r�AMD.Nd'TwJrs PQ ANY MOU PSWK.�M OR IOM'OF ANY C QN-,MCT OP. r� -a�ryryqq MAYPERrANTI-EMist AFf•ORAERHY�POLIW-ML`_ �p> ► bt�W9 TTUALLTWG'TZ. .5,WCWWN�aAMDGONDT OFaZH POLICTS.AWW-E UM7a s avr($Mi+Y AWSEN*a.&0 P.49Ccusp_ l�ot,lorMua�ee I �- - • ---- - _ L i K 0 Ca�t11lIA1.WeIITM Al i x1tiow r�reat�Me� v!:iG7Ql7� ; ]I26/psl; 1I241�.0, 'IT a." )00 ^^+ErM1aOCAECA�il4tt YMitSveR DOMpgP � 0 ` �fWmWLluAslltY i CWMIi► D6fNOlti 2 i ! 1 ANVAvrC �G�L4?Ot:347 c a18�`cs: 4/6/10;��^•s tN' s ..~000,000 visa O ��� tiCMOWtlEpALffGS i I PR nAfY l I � tlMLfIV I ? 'JW- Y•EAACCOM I t I rtVralri0 { sxCwsnA�iawsl►rtY s F,.....,,.___..._:��. � iaw ,�I� a�a+occWpllhiae � WDRI(lht CIPi +AW va S LWDLt7T Vim i i �' t y,'knG. Cid �4J1006942Q12 I , �b s 5f}Op'T�7 1J'�5/09 1/261.10 (E;.mko. 04 Qfwx a rPftl Idt O i 1 + i i IeECynrtt0ir OP OvEAAlela l LOC47MJ�J f vyiClJi Jr5s4Y01�N7�QYladt!irlfRAl. i L+'AX: 6G3-304-p0041878-d 7'S-Sip75 4mmcmegm { bllQtgp ANYGFTIiEA9py¢Dssayeetioaudy•lYaCGRitFti E6t]RE 1t�CIGtiRatgN �SFI'CsD, IlQC. W'f n%MuUQlNltM wlcL==AVM To m„�DAVl'NRTrv# A'1"2l7, : G� AVQ55S �CEfDT.�E'?f3trtgC�Tg�l.eEtlpARlEvrot►sfsrn,OUrFALll1t910f>o�9Ykls ; WV 902 na CBbIfR TKN OltuAMMY OR AMY►cm2 urok t!se a►al2 n m A Ti COt� ANDOVU, MA 01610 RPlion waJA J hGORD 23R(200!!07) I � 1 (�1 ga31►,t00a ACO O�p(Oq , A!i tt rose+red. The ACCAW Party dad kW are rdjfsWwd~mate of AGORD 00017489 CERT I FICA TE OF INSURANCE Issue date: 9-10-09 Producer This certificate is issued as a matter of information only and CESI Agency of New England confers no rights upon the certificate holder. This 10 Chestnut Drive Unit E certificate does not amend, extend or alter the coverage Bedford NH 03110 afforded by the policies below. COMPANIES AFFORDING COVERAGE Company letter A Nautilus Insurance Insured ATLANTIC BROTHERS INSULA- Company letter B TION, LLC 20 SMITH CORNER ROAD Company letter C NEWTON NH 03858 Company letter D Company letter E COVERAGES This is to certify that 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. Co Policy Policy Lt Type of Insurance Policy number Effective Expire ALL LIMITS IN THOUSANDS GENERAL LIABILITY General aggregate. . .. . .$ 2,000 A X Commercial General Liab. NC904382 4-29-09 4-29-10 Products-completed Claims made operations aggregate. .$2,000 X Occurence Personal 6 advertising injury. . ..$ 1,000 Owner's s contractors protective Each occurrence. . . . . . . .$ 1,000 Fire damage (any one fire) . .. .. .$ 100 Medical expense (any one person) .. . . . . . . .. . $ 5 AUTOMOBILE LIABILITY CSL $ Any auto ` A11 owned autos Bodily Injury - Scheduled autos (per person) $ -Hired autos - Non-owned autos Bodily Injury Garage liability (per accident) $ Property damage $ EXCESS LIABILITY Each occurrence Aggregate Umbrella form - Other than umbrella form $ $ WORKERS' COMPENSATION Statutory AND $ (each accident) $ (disease-policy limit) EMPLOYERS' LIABILITY $ (disease-each empl.) OTHER Description of operations/locations/vehicles/special items INSULATION INSTALLATION Certificate holder CANCELLATION Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will endeavor to mail 10* days written JEFFCO notice to the certificate holder named ,to the left . but failure GEORGE HUGHES to mail such notice shall impose no obligation or iiability of P 0 BOX 802 any kind upon the compan its agents or representatives. ANDOVER MA 01810 �. Au ho repr sen &T (OMNI 7 CERTOA-08052310909101155) l D CERTIFICATE OF LIABILITY INSURANCE OP ID DH DATE(MM/�/YYYYi ACORATLAN-2 08/06/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE McCrillis & Eldredge Ins, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 2 North Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Newport NH 03773 Phone: 603-863-3636 Fax:603-863-9486 INSURERS AFFORDING COVERAGE NAIC aX INSURED INSURER A AIG INSURER B: Atlantic Brothers Insulation INSURER C: 205 Smith Corner Road INSURER D: Newton NH 03858 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1143K ROU POUCY EFFECTIVE POLICY EXPIRATION LTR INSA TYPE OF INSURANCE POLICY NUMBER DATE M DATE MMIDDIYY LIMITS GENERAL LIABILITY EACH OCCURRENCE E COMMERCIAL GENERAL LIABILITY PREMISES Ea oocurenoe) E CLAIMS MADE []OCCUR MED EXP(Any one person) $ PERSONAL&AOV INJURY $ GENERAL AGGREGATE $ t L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY —IJ 4 LOC AUTOMOBILE LIABUM COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) E PROPERTY DAMAGE $ (Per accident) GARAGE LL48UW AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA UABILITY EACH OCCURRENCE $ OCCUR FICLAIMS MADE AGGREGATE $ a DEDUCTIBLE $ RETENTION $ $ TH- WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYEA ANYPROPRIETORIPARTNER/EXECUTIVE RSLIA&� ANY WC9933880 08/03/09 08/03/10 E.L.EACH ACCIDENT $500000 PRO OFFICERIMEMBEREXCLUDED? El.DISEASE-EA EMPLOYEE $500000 Nadesalbe under AL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500000 OTHER DESCRIPTION OF OPERATIONS I LOCATKNNS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS David Mitchell and Tricia Mitchell are excluded from WC coverage. CERTIFICATE HOLDER CANCELLATION JEF,C-1 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN JEFFCO NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL GEORGE HUGHES IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR P 0 BOX 802 ANDOVER MA 01810 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Christopher C Eldredge ACORD 26(2001108) 0 ACORD CORPORATION 1988 9/15;2009 8:12 PM FROM: Foster TG; 1-97B-475-9075 PAGE: 002 OF JO3 ACORD-, CERTIFICATE OF LIABILITY INSURANCEATEIMMIDLYY•'YY) 0119/15/2009_ PRODUCER (978) 686-2266 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NORTH ANDOVER INSURANCE AGENCY, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR M.J. TOSTER INSURANCE SERVICES ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 163 MAIN STREET NORTH ANDOVER MA 01845-2508 INSURERS AFFORDING COVERAGE I NAIC N INSURED INSURER A.A.I.G. ROBERT CHANDLER :KSURER e:TRAVELERS INS Ciba CHANDLER ELECTRICAL SERVIC INSURER C 5 A AVEMM INSURER 0: 8AL 'EM NH 03079' 1 INSURERE. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTNTHSTAND!N3 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRQ NSR ADIYL ON TYPE OF INSURANCE POLJCYNLXABER DTE MMIMIDEONYE PDAIE(MMMIDDDNY) LIMITS B GENERAL LIABILITY 68093226711 01/23/2009 01/23/2010 EACHOCCURREv-E $ 1,000,000 DAA4AGE TO R Et4TEC X COMI�ERCIaLGENERALLIABILITY FREMSES Eaocu�r-ance $ _300,000 CLAIMSWDE ❑X CCiJJR / / / / I-AED EKP jAny cm person) $ 5,000 j PERSONAL&ADV iNJURY $ 1,000,000 GENERALAr,REGATE $ 2,000,000 GEFI'L AGGREGATE LIMITAPPL.IES PER. I FPODUCTS-COMPIOP A;G $ 2,000,000 F'RPOLICY JECT LOC AUTCMOBILEL"IUIY i I I I I COMBNED SINGLE LIMB $ ANY AUTO (Eaaccident) ALL,TONED AUTOS / / / / BODILY INJJRY SCIIEDULED AIJTGE IPerWson] $ HIREDAUfOG / / / / BODILY RWRI' NON-C)MECAUTOS I (Permadent) $ PROPERTY OAMAGE $ (Per ao.^Idant) GARAGE LIABILITY AUTO ONLY-EAACCIDENT .ANYA4JTO / / I / OTHER THAN Em.ACC $ AiJTO ONLY. AGG $ EXCESSIUMBRELLA LIABILITY / / / / EACH OCCURRENCE $ OCCUR rI CLAJMS�IAPE AGGPEGATE $ DEDUCTIBLE RETF.NP.ON b $ A WORKERS COMPENSATION AND MC004879597 11/20/2008 11/20/2009 X ' A 91PLOYERS'LI BILITY i ANY'PROPRIETOR/PARTNER;EXECUTI•rF E.L.EACHACCOENT $ 100,000 OFFiCEP.AvENIBER EXCLUDED' G r / / / EL.DISEkSE-EAEMPLUYEE$ 10 ,0�0 If SPEs.CALPRE IGIOe POLICY LIMIT S 500,000 SPECIALPROVISIGNSbelow El DISEASE-"'� OTHER DESCRIPTION OF OPERATIONSILOCATKINSIVB41CLESIEXCLUSION.S ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION — (978) 475-9075 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CA14CELLED 3EFORE THE EXPIRATION DATE THEREOF, THE ISSUCdG INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT GEORGE HUGHES FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE 77 MAIN STREET INSURER RS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE �y ��*��,"' ANDOVER MA 01810— � ga3 �3 V-�) ACORD 25(2001 IDS) T ACORD CORPORATION 1888 INS025 ot TB;F9 Pago 1 or z &4-m o7j 14:5b Rimm tsvaro tsrosnanonev ins 1-411 r661/100i C-071 ACORD CERTIFICATE OF LIABILITY INSURANCE OP 10 u° t 9MO9 PRLCI-I-1 09109091 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Beam Bros-Mahoney In$uranCe HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 191 Pawtucket Blvd ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Lowell MA 01854 Phone: 978-454-2926 Fax:978.937-0745 INSURERS AFFORDING COVERAGE NAIL# INSURED MSURiRA: Merchants Insurance Co, -----_—_ Robert Doucette d/b/a INSURER B' Precision Forms PISURERC: 150 Lowell Ave. Na►vorhill NA 01832 INsuRERn INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOfCA'IED.NO)WtTH8TANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RFOPECT TO WHICH THIS CERTIFICATE MAY BE 18SUED OR MAY PERTAIN,7H6 INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO.ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE UMTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INM LTR ru SR TYPEOFINSURANCE PQKYNUNI RR OATS MMlONYV ATE MEN LIMITS GENERAL LIAOKATY EACH OCCURRENCE 11300000 ED A X COMMFRCIALGENERAL UABILITY I CCP9132663 01/07/09 01/07/10 PRA MISEs 6p.N=' ranca $100000 CLANS MADE $�OCCUR I MED EXP(Any one pennon) $5000 _ PERSONAL BADV INJURY $300000 - GENE RAL AGGREGATE $600000 OEM.A00.4EOATEUMITAPPLIE8PER. PRODUCTS-COMPIOPAC..G $600000 POLICYjT LOC AUTOMOBILE LIABILITY COMBINED"JINGLE LIMIT $ ANY AUTO p,etAmem" ALL OWNED AUTOS BODILY INJURY S SCHEPULW AUT08 (Per Pavony HIRED AUTOS BODILY INJURY $ NON.OWNEDAUTOS I (per Wddont) PROPERLY DAMAGE $ (Per awdent) GARAGE LIABIUTY AUTO ONLY•EA ACCIDENT $ ANY AUTO I OTHER THAN EA AOC 4 AUTO ONLY: WGG $ EXCESWUMBRELLALIABILITY EACH000URRENCE $ CCCUR CLAMS MADE AGGREGATE_ $ S DEDUCTIBLE 7 RETENTION 8 WORKERSOOMPENSATIONAND T RYLIMIT I fiR EMPLOVERS'LIABILITY ANY PROPRETOR/PARTNERlEXECUTIVE E.L.EACH ACCIDENT 8 OFFICER'MEMBeREXCLUDED? E.L.DISEASE-EA EMPLOYEE s S yes,deeerta under $PGC IAL PROVISIONS tWow E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPSIRATIONS I LOCATIONS I VEHIOLES I EXDLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERYIFICATE HOLDER CANCELLATION GHUGHES SHOULD ANY OF THE A13OVEDESORIBEDPOLICIES BECANCELLED BEFORE THE EXPIRAYION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN George HUghQS NOTICE TO THE CERTIFICATE HOLDER NAMNO TO THE LEPY,BUT MAILURE TO OO 80 SMALL 36 Oriol Drive IMPOSE NoOBLIGATIOW I I m T jE oa Andover DBA 01810 REPRESENTATIVES 'r � . °1�' St +�` t ,` AUTHORIZED REPRESENTATIVE 8 asT Bros ..fir �f°:�_�. ,7� ACORD Z5(ZD01,rD8J �+' Jt ;•�•"`-�'��'''�'� • �,RA,,ORATION 1088 V- ff-j ,-IIYNIIIwlnaLwnallvcWGli 1 I"I"01Q194,V11 06V y 1V(OlV4VIV 4V 1 .IVV0IVC1V9%;I11t' Yr VA'V9 A Client#:53676 HILLISFRAN2 / (MMIDDCORD. CERTIFICATE OF LIABILITY INSURANCE 9DATE/0912009rYYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HUB International New England ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 299 Ballardvala 8t HOLDER.THIS CERTIFICATE DOES NOT AMEYO,EXTEND OR Wilmington,MA 01887 ALTERTHE COVERAGE AFFORDED BY THE POLICIES BELOW. 978 657-5100 INSURERS AFFORDING COVERAGE NAIC* INSURED INSURER A: Employers Fire Ins Co 20648 Hillis Corp.DBA Frank's St INSURER B: Atlantic Chartor 44326 555 Woburn 3t Heating So INSURER c. Employers Fire Insurance Co 20648 INSURER D: Tewksbury,MA 01876 INSURER E. COVERAGES 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 SURIECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH OOLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSF 01 LTR N3R1 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITSA I GENERAL UABILm 7100135270001 06/30/09 06/30110 EACH OCCURRENCE $1,000,000 {I X 00MMERCIALGENER4LLIABILITY A E M bSODOOO CLAIMS MADE a OCCUR MED EXP(Anyone Paton) $110,000 X Blnkt Addl Ins as contractually required PERSONAL a ADV INJURY $1,000,000 X Blnkt Subro Waiver as contractually required GENERAL AGGREGATE s2,000,000 GENT AGGREGATE LIMIT APPLIES PER. PRODUCTS-CCMP/OPAGG $2000 ODO POLICY X PRo LOG C AUTOMOBILE LIABIUTY 3900007080000 06/30/09 06130110 COMBINED SINGLE LIMIT ANY AUTO (Ea aociderd) 111,000,000 ALL OWNED AUTOS BODILY INJURY 11 X SCHEDULED AUTOS (Per Pawn) X HIRED AUTOS BODILY INJURY 11 X NON-OWNED AUTOS. (Peracdwfll) PROPERrY DAMAGE 11 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT 11 ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGO S A EXCESSIUMBRELLA LIABILITY 7100135270001 06/30/09 06/30110 EACH OCCURRENCE s3 000 000 X1 OCCUR F CLAIMS MADE AGGREGATE 0.000.000 11 DEDUCTIBLE 11 X RETENTION so WO B WORKERS COMPENSATION AND WCA00514202 06/30109 06/30110 )( ORYLI ITS FR 0TH- EMPLOYERS LIABILITY MA Ops EL EACH ACCIDENT 5500 000 ANY PROPRIt70RIPARTNERlEXECUTIVE OFFICERlMENBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE 500 000 K yoe,doev6o urda SPECULL PROVISIONS below E.L.DISEASE-POLICY LIMiT 1 s500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Jeffco CO. DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL _jjL DAYS W RIT T EN PO Box 802 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAE.URE TO DO SO SHALL Andover,MA 01810 IMPOSE NO OBLIGATION OR LMILITY OF ANY KPID UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AU��9HOREPRESENTATIVE - ACORD 25(2001108)1 cf 2 #S295828/M282210 Jew/ l/•7/M'�'_E'^H'002 0 ACORD CORPORATION 1988 i Massachusetts - Department of Public Safetc Board of Building Re-ulations and Standard! Construction Supervisor License License: CS 31830 Restricted to: 00 DOUGLAS J AHERN PO BOX 802 ANDOVER, MA 0181'0 Expiration: 9/21/2011 (unu»issiuncr Tr#: 3328