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HomeMy WebLinkAboutBuilding Permit #499 - 102 HIGH STREET 1/10/2007 TOWN OF NORTH ANDOVER NORTH APPLICATION FOR PLAN EXAMINATION o Date Received Permit NO: °+ - �--- Date Issued: /0-P7?--_ �sct�us� IMPORTANT:Applicant must complete all items on this page LOCATION iia 1d� 'AA C->k4 � T Print PROPERTY OWNER Print MAP NO.: r2 PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building ❑One family Addition ;(Two or more•family 11 Industrial ❑ Alteration No.of units: o�- ❑ Repair, replacement ❑Assessory Bldg ❑Commercial ❑ Demolition ❑ Moving relocation ❑Other ❑ Others: 0 Foundation only DESCRIPTION OF WORK TO BE PREFORMED ov 64z, & - Identification Please Type or Print Clearly) 1 L��s Y-ov1�� -�.1��-( ..� Phone: pil@3.37 OWNER: Name: Address: 11Ca 4 104 41L-+k -Sce-'FL' f CONTRACTOR Name: C-R"i4 r' L-L� Phone:V°I� Address: Supervisor's Construction License: �?tPq 3 Exp. Date:-2L, 1 1a o Home Improvement License: a 8 q 1 Exp. Date: 1 c23 1 � Ho p . ARCHITECT/ENGINEER Name: Phone: Reg.No. Address: FEE SCHEDULE:BOLDING PFI •a x.00 PER x1000.00 OF THE TOTAL ESTIMATED COST BASED ON s125.00 PER SF. Total Project Cost :$, Ll' FEES Check No. /00 /0 Receipt No.: Page I of 4 TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools 11 Well ❑ Tobacco Sales ❑ Food Packaging/Sales 1 % ❑ Permanent Dumpster on Site ElPrivate(septic tank,etc. ❑ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund j Signature of Agent/Owner Signature of co c Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS FIDE DEPARTMENT -Temp Dumpster on site yes no Fire Department signature/date COMMENTS Zoning Board of Appeals:Variance Petition No: _Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit F::::B:uiI:dingSetback (ft.) Front Yard Side Yard Rear Yard Re uired Provided Re uired Provides Required Provided Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions._ Total land area, sq. ft.: NOTES and DATA— For department use Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPART MENT:I3PPORMOS Crated JMC.Jan.2006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing,Siding,Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks i ❑ Building Permit Application ❑ 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) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) g PP ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe:INSPECTIONAL SERVICES DEPARTMENT:aPFORMOA Page 4 of 4 Location 10a No. Date " l0 r b til- TOWNOF NORTH ANDOVER 41 D w Certificate of Occupancy $ ' CMUS Building/Frame Permit Fee $ a Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check #A)A !� 19925 _ Building Inspector x40RTH 0VV`n Of "-'%. ... ... Andover No. 9 - o - A o dover, Mass., • COCKICKEWICK �d A01X?A1E C2 `S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System �j BUILDING INSPECTOR THIS CERTIFIES THAT..........�...�.h iA....... ..0 . ..................3-14Awl!. ....... .I.h�................... Foundation has permission to erect........................................ buildings on . ol.....[Q.4........Ovs.^.....sr....................... Rough to be OccU led as Chimney provided that the person accepting this permit shall in every respect confor to the terms o he ppiication 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 CONSTRU Rough ............ Service ECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. NOTES: - All construction and demolition debris will be removed from the site. - Any latent defects encountered will be discussed with the customer and may come as an additional charge than provided for in this contract. - Depending on available work crew and weather conditions, we have estimated a time frame Of 30 days for a job of this type. This job. for construction services, as stated above, sliall be contracted at: $ 42,286.00 Payment will be appreciated according to the following schedule: With the signing of this contract $ 14,286.00 (Deposit.) Interim at mutually agreed upon gimes $ 24,000.00 At completion $ 4,000.00 Total $ 42,286.00 SARACENO CONSTRUCTION LLC DO NOT SIGN THIS CONTRACT IF THERE ARE ANY IILA_l!i�SPACES. X 2/1 A, )�71e 1,z� C. 13y. Date Bid�n Da Member and Manager ? ,-`Owner (27 BY: Sanja Jain ate Owner If you are in agreement with this contract, please sign and return one copy, with deposit. Retain one copy for you records. Once deposit is received we will contact you to schedule a start date. ADDITIONAL CONTRACT INFORMATION Massachusetts General Law requires that all home improvement contractors and subcontractors be registered as a Home Improvement Contract, "NIG registration". Our registration number is 128931 under Alfred Saraceno. Address any and all inquiries, questions of validity and disputes to: DIRECTOR, HOME IMPROVEMENT CONTRACTOR REGISTRATION, ONE ASHBURTON PLACE, ROOM 1301, BOSTON, MA 02108, TEL. (617) 727-8598. As owner of the property under contract, you are entitled to all warranties and owner rights as stated under the provisions of 780 CMR R6 and MGL c. 142A. PERMIT NOTICE: It shall be the contractors' obligation, as the owners' agent, to obtain any and all necessary construction related permits. Owners whom secure their own construction related permits or deal with unregistered contractors will be excluded from access to the "Guaranty Fund" as provided by the State of Massachusetts. As owner of the property under contract, you are entitled to the owners'three-day cancellation rights as stated under MGL c. 93,S48;MGL c. 140D,S10 or MGL c.255D,S14,as may be applicable. MA I i t7-71MrMj7c:7 t41 mrzrwcQ• 141 1 9AA14 1 1- 271 AA I- `T=0=12 til 1 9 1-0 t^ll\t• nn..4 h-sa-W-M QRACE, ENGINEERING • EXCAVATION • CONSTRUCTION A NoP.O. Box 878 — North Andover, MA 01845 Telephone: (978) 258-8885 - Fax: (978) 258-7722 email: sa race nollc(a)comcast.net CONSTRUCTION LLC DATE: December 22, 2006 SUBMITTED TO: High.Street Condominiums c/o Leonid Kogan and Sanja Jain 102 and 104 High Street North Andover, MA 01845 TELEPHONE: (978) 337-2093 JOB DESCRIPTION: Demo existing garage roof and construct new room over existing garage area per plans attached. Saraceno Construction LLC is pleased to provide you with this job contract for construction services at the above referenced location. We will provide the stated materials and labor to perform the outlined services. All work will be constructed in strict accordance with the Massachusetts Building and Local Code. If necessary, all local permits will be applied for, obtained and posted on site, prior to work commencement. PROPOSED WORK: NEW ROOMS OVER. GARAGE AREA - Demo existing garage roof system and dispose of - Demo sections of existing garage walls to accommodate new framing, repair as necessary - Frame new rooms over garage area per plans, see attached - Connect new rooms to existing second 'floor hallways of each unit - Supply and install a shingled roof of similar color and materials as existing within the limitations of local suppliers - Supply and install siding and aluminum coverall, where needed, of similar color and materials as existing within the limitations of local suppliers. - Supply and install dorainer window velux skylight per plans - Supply and install insulation per code - Electrical wiring per code, to include one cable and phone outlet per room - I-leating and air conditioning as needed for.new rooms - Supply and install all wallboard,joi►'it compound and tape - Supply and install interior trim, baseboard and doors, per plan - Supply materials and labor for interior painting of all new and disturbed walls and trim - Flooring supplied by and installed by others, contract does not include flooring. At your request we can provide it quote. This contract does not provide for a closet in these rooms. A basic closet can be :provided for an additional cost of 5950.00 per room. The closet will include a light, single shelf and door. I T abed S8SZ9bZT8L TV:60 LOOZ'60 TIP ..�Ir I� runrrrraytrnrrt�/✓ u�, ✓r�+tLvtt+'�trJr'Ct+ Guard of ISaildln�ItcyuiaKnos and`;tani6r4s lAccnw or re gistratistl valid for Indl-0001 wise onl HOME IMPROVEMENT CONTRACTOR before the expiration date. If found relnrn to: Registration: ij�A931 Hoard ul Bi ilding Rei ilstions and Stolndards Expiration: 61912007 One Ashhurton Place Rin 1:101 Type: lndiviriuni iiuston,Ala.U2106 Alfrod Sara^,?np r 120 MAIN,,,'r UNIT 3 ' VJAI(EFIFL.n,MA 01680 Admtnl 1rxMr tV�nt valid�sitheul.ignmure T 0151'd 9£:60 LOOZ'60 [dVt' 4WOM9ANARG � I S License: CONSTRUCTION SUPERVISOR r Number cS, 076963 _ J Birthdate.-AC2/71970 j Ecp2417729D8 Tr.no: 28.497 -- Resict�da00 �.� STEVEN SARACENOM PO BOX 878 N ANDOVER, MA 0 Z4�- Commissioner t, i' �uwl■I�u � ' •�W■� IIIIIIIIIIIIIIIIIIIIIIIIIIII w■w.-- ■uwl■ur. lluu■1111:: �: ■■ ■■ ■uu■IIII wl■■Illi■■ ■■ ■■ ■■ ■l■lul I I I_ ..■...,_--------�-- IIIIIIIIIIIIIIIIIIIIIIIIIIII It■■lwllr. �i■aiiiii�■ ■■ �•■�n■ne i IIIIIIIIIIIIIIIIIIIIIIIIIIII �■uulllA I,wn■IIIA. ■■ ■■ ■■ wu■ul: al■■u■��u IIIIIIIIIIIIIIIIIIIIIIIIIIII Saw auu.■iii � om■■u u■■o■ ' �■ � 1 IIIIIIIIIIIIIIIIIIIIIIIIIIII 1 �nw■l �� �� �� -'-'-��„ll,ll� Illlllllllllllllllllllllllll �::�� SII NIIaIIIIIINNI�� Mi 111 N ��NIIII � _ I rMM:M ■■ �NINt111111 � i i li i low: ■■ 1 n � i 'l VIII 1111 IIIIIINIII�I�III.�►. � IIIIIIIIIIIIIIIIIIIIIIIIIIII � � � IIIIIIIIIIIIIIIIIIIIIIIIIIII , Mu w ana IIIIIIIIIIIIIIIIIIIIIIIIIIII wase wu�annuiii ■IIBEGUN�1 .......—.-- ------- � IIIIIIIIIII IIIIIIIIIIIIIIII G nUiini■■ ■■ wu■ul■■■ ■■ •.uwl�� IIIIIIIIIIIIIIIIIIIIIIIIIIII GENUS ■■ ■■ ■■ ■■■uolll•■■ ■■ ■■ a■■u■nc A—Nil �`�' IIIIIIIIIIIIIIIIIIIIIIIIIIII "Mammal DRAWING DATE PROJECT wlwl■I IINII�I"' 1 1/3/2007 102 & 104 High Street Kogan and Jain SCALE NOP-T�f ANDOVER, MA 01045 • I I I m x U i C� o 0 =3 -n a m o z -� m = I T m z o o - - 2668 --- - -..- - --- 141-711 - (D a LD1 z o , . I' m N I 0 Ali - _ 3 W I - -. -- I � r, 1 16'-0" 4 4'-0" — j z Co < ;r" C N 0 0 N O N 3 v CD m j - _ - - - - - 2668 z — —� z C - i I m m x O (' 0 C � I CD 0 Q -n O O DRAWING DATE PROJECT 5AR}ACEND CONSTR.LLCTION LLC n 1/3/2007 102 & 104 High Street-Addition -P.o. goX gig m SCALE Kogan and Jain NOR_TFf ANDOVER., MA 01845 Scale: 1/4" = T-0" Second Floor Pian 9�g� 25g-ggg5 -- — -- - - -- - v J Z to O a v oa I � 2 x 10 Floor Joistso w Z X o0 @ 12' O.C. o > ►� CV Pp 0 N I O Z Versa-Lam 1 .7 2650 SP I i 0 A. < 1 3/4" x 117/S" I u) t I � O I i 2 x 10 Floor Joists @ 12" O.C. Existing First Floor cc Unit #2 Existing First Floor — Q c Unit #1 ._ -----, - - is n G ra e E is ng a W n t# I I n #2 ---t—— cn c LZM - - -- - - - J - - - - - - - - 0 = oLL 9 76 -+---- I O 06 N I r - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - a —� N � _ i O ---- 1 LL Garage Door Header Double Versa-Lam 2650 SP Triple 2 x 10 i — ,ll --_U P I 1 3/4" x x9 1/4" - - UP-1 24'-0" - - W o 0 0V 9G O J II jM A. Z o V Existing Driveway sT uc� �' M au N0.45015 N U .090'9 IS fn E ON L E PAGE I J11 • i I I � I T I z � I X O SU N fA I ' 0 n J I I i. -- - - -- --�-1 7- T- �- - -- - I -I -= --- 0 x L CD w � Ov rn�_ X (Q OD 'r -moi = I i DRAWING DATE PROJECT j SARACENO CONST-P—V CTION LLC D 1/3/2007 102 & 104 High Street-Addition -P.O. gOX 272 Q SCALE Kogan and Jain NOR.TttANAOVER, Mak 01245 Scale- 1/4" = 1 r-O° Roof Framing Plan 9 2) 252-2225 Z 00 o a Ridge Vent 00 I � Oo RI' Oo Composite Roof Shingles -- —2 x 12 Ridge Board X lll pp 15#Felt paper --- > Lr)Z 1/2"CDX Fir Plywood 2 x 10 rafters @ 16"O.C. Z PA O N UpZoa A. u_ u u -. z Velux Operational Skylightt VS304-R.O. 30 9/16"x 38 7/8" v R30 2 x 8 Ceiling Joist @ 16"O.C. I , --2 x 6 Double Header j Z i ' ' 1x3 Strapping @16"O.C. R.0. 34 1/4"x 57 1/2" Window x 24 ---_ �'�' 1/2"Sheetrock and Tape 12 / -- , , 12 New New Room L 2 x 4 Studs @ 16"O.C. °D = 1/2"Sheetrock and Tape v R13 Insulation O rn m Q N O ' 7 Q 3/4"T&G Advantech Subfloor Q N I = O 2 x 10 Floor Joist @ 12"O.C. R30 Batts cB o V L) X5/8"Type X Sheetrock and Tape L Two(2)Versa-Lam 1.7 2650 SP //(3)� 1 3/4"x 9 1/4" 5/8"Type X Sheetrock and Tape d = CDV J 2 x 4 Studs @ 16"O.C. i --_One(1)Versa-Lam 1.7 2650 SP __ R13 Insulation 0 Y 1 3/4"x 11 7/8" _7/16"OSB Sheathing T_ (n Tyvek Air Barrier 06 Vinyl Siding p O Existing Garage Area V i Garage Slab FW— O 22'-0" Q T_ D A UJ Z p V 10"Foundation N pD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v D to PAGE Ell m unnuummilluum 1 I'!II�UIIimm d:Illlbula -:� �■ NIIIII 1 ROME II I M E■ GI!Ili�il6lhfldl lil �� NEI ik No HE MEN �� ONE an ■■■■ 1 - �� ■■■■ II ■■■■ III I6J@Illl�ld. --- :��i _ _ ■■■■ III �■■■I I■■■■ ■ ■■■■ _ � I=,� IIIIIIp1 IIC�J ■■ �� ■- �: � iiia ■■.. �-�I - � ■ — �■ Itl � iiiil ii ii EE _� ���' _:�� ► �- _ ■ IIS 11111H mm I .I EE HE = III CCI VIII � �_�■. � --- C =::3=■ .�� ::i Iii:: FE Ill Ell � E Iiidli�Ill,Cllhill'IF 9� � �� nn ;!�— ��-- ■■I■■ - p�i IIU L,III!lllllll�l_fl[ m �:E■� ■■■■ ■ IN! Nil MOVE i Si ■ ■■■■ ■ mm–l—Imml ■■■ Nam ommm 0 0 ME IN Ell ■ IIS y -6–mm■■ Ig0111111 0111111. IIIA 1 foi- I ■= '■i=::Z:: ■ ■i-.�y.m:i■ =�s:■:=•1:�:■e-'iso ks ==�Cull-■.� PROJECTDRAWING DATE 1 1� . � .. . • • cale Elevation Views v J Z oa O o Oho Oho Z � O 00 O Z 00 O A 3/4' T f G Plcmood OZ ' 2x10 Jolst i2 layers 5/8' Type •X wallboard Un ' t Separartion 5/4 Fire Blocking Fire Sound GA Rating Rating File Assembly Description Sketch and Design Data STC No. s 2 layers 5/0' Type •X Q wallboard Gypsum Wallboard, Wood Studs H Base layer 5/s" type X gypsum wallboard or veneer base applied ' 2x10 Jotst 5 at right angles to each side of double row of 2 x 4 wood studs 16" CID I 2 o.c. on:separate plates 1" apart with 6d coated nails, 17/6" long, Y YP gypsum 1, - a = o t© 0.085" shank, /4" heads, 24" o.c. Face layer 5/e" type X wallboard R WP 3820 wallbo,-:rd or veneer base applied at right angles to each side.of ld_ o Y ■ n 144 . studs over base layer with 8d coated nails, 23/6" long, 0.100" 7 shank, 1/4" heads, 8" o.c. Stagger joints 16" o.c. each layer and 06 -3v1 side. Sound tested using 31/2" glass fiber stapled to studs in stud Thickness: 103/4" o spaces on one side and with nails for base layer spaced 6" o.c. Approx. Weight: 13 psf LOAD-GEARING � ) Fire Test: See WP 4135 iL, �ii Sound Test: NGC 3056, 4-7-70 Concrete WallUnit SQL-jarat'lon W zon 1^ W ZC:) Q N V lM a I'0' M O `— Z PAGE 69 11 --Jl v J � Z to 0 0 B0N$IMigle 1-3/4" x 11-7/8" VERSA-LAM® 1.7 2650 SP Floor Beam\...Floor System Beam B0i$Wuble 1-3/4" x 9-1/4" VERSA-LAM® 1.7 2650 SP Floor Beam\...Garage Door Header BC CALC@)9.3 Design Report-US 1 span No cantilevers 10/12 slope Tuesday,January 09,2007 09:00 BC CALC®9.3 Design Report-US 1 span No cantilevers 10/12 slope Tuesday,January 09,2007 09:00 Build 057 Build 057 O j 00 File Name: Kogan-Jain File Name: Kogan-Jain Z 0 (� Description: Floor System Beam Job Name: Kogan_Jain Description:Garage Door Header Job Name: Kogan—Jain p y 0 ^ Address: 102& 104 High Street Specifier: Address: 102&104 High Street Specifier: O Q City,State,Zip:North Andover,MA 01845 Designer: City,State,Zip:North Andover,MA 01845 Designer: Z Customer: Company: Saraceno Construction LLC Customer: Company: Saraceno Construction LLC 0 Code reports: ESR-1040 Misc: Z Code reports: ESR-1040 Misc: — 12-00-00 --- -- --------- ---— �� os-oo-oo B1,3-1/2" � B1,3-1/2" B0,3-1/2" LL 2430 lbs B0,3-1/2" LL 2160 lbs LL 2430 lbs DL 1458 lbs LL 2160 lbs DL 755 lbs DL 1458 lbs DL 755 lbs Total Horizontal Product Length=12-00-00 Total Horizontal Product Length=09-00-00 '^ Load Summary Live Dead Snow Wind Roof Live Load Summary Live Dead Snow Wind Roof Live VJ Ta Description Load T e Ref. Start End 100% 90% 115% 133% 125% Trib. Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. O 1 Standard Second Floor Loads Unf.Area(psf) Left 00-00-00 12-00-00 30 10 12-00-00 1 Floor Load Unf. Lin. (plf) Left 00-00-00 09-00-00 180 60 n/a O 2 Snow,Roof,Attic and Dorme...Unf. Lin.(plf) Left 00-00-00 09-00-00 360 255 n/a a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure 0 /}�, Pos.Moment 8090 ft-lbs 89.0% 100% 1 1 -Internal Completeness and accuracy of input must Controls Summary value %Allowable Duration Load Case Span Location Disclosure Q \V End Shear 2293 lbs 58.1% 100% 1 1 -Left be verified by anyone who would rely on Pos.Moment 7881 ft-lbs 69.5% 100% 1 1 -Internal Completeness and accuracy of input must .� output as evidence of suitability for End Shear 2970 lbs 48.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/296(0.467") 81.0% 1 1 particular application.Output here basedTotal Load Defl. L/389 0.264" 61.8% 1 1 output as evidence of suitability for N Live Load Defl. L/400(0.346") 90.0% 1 1 on building code-accepted design ( ) particular application.Output here based V C U Live Load Defl. L/622 0.165" 57.9% 1 1 on building code-accepted g U) Max Defl. 0.467" 46.7% 1 1 properties of analysis methods. ( ) g pled methods. n W M Span/Depth 11.7 n/a 1 Installation of BOISE engineered wood Max Defl, 0.264" 26.4% 1 1 properties and analysis methods. -7 M products must be in accordance with Span/Depth 11.1 n/a 1 Installation of BOISE engineered wood Q r C current Installation Guide and applicable products must be in accordance with M Allow %Allow building codes.To obtain Installation Guide current Installation Guide and applicable d = ICS Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please calf °/Allow %Allow building codes.To obtain Installation Guide 14- Y BO Post 3-1/2"x 1-3/4" 2915 lbs 65.6% 63.5% Spruce-Pine-Fir (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call p E B1 Post 3-1/2"x 1-3/4" 2915 lbs 65.6% 63.5% Spruce-Pine-Fir BO Post 3-1/2"x 3-1/2" 3888 lbs 43.8% 42.3% Spruce-Pine-Fir (800)232-0788 before installation. r AL CALC(g BC FRAMER @, T-,B B1 Post 3-1/2"x 3-1/2" 3888 lbs 43.8% 42.3% Spruce-Pine-Fir 06 ALLJOIST®,BC RIM BOARDT'" BCIQSI BC CALC®,BC FRAMER®,AJST'" Cautions BOISE GLULAMTA1.SIMPLE FRAMING ALLJOISTO,BC RIM BOARD—,BCI®, CV nl Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®.VERSA-LAMS,VERSA-RIM Cautions BOISE GLULAMT' SIMPLE FRAMING V/ T Column at Bearing 61 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM `— M P VERSA-STRAND®,VERSA-STUD®are PLUS®,VERSA-RIM®, LL.J trademarks of Boise Wood Products,L.L.C. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Notes Design meets Code minimum(L/360)Live load deflection criteria. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram W — b- — d O I ' 1 Z o U a minimum=2" c=5-1/4" b minimum=2-1/2"d=6" Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. PAGE Connectors are:1/2 in.Staggered Through Bolt Certificate of Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOU THE CERTIFICATE HOLDER. THIS CERTIFICATE IS NOT AN INSURANCE POLICY AND DOES NOT AMEND,EXTEND,OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW. This is to Certify that PRODUCER OF RECORD: SARACENO CONSTRUCTION LLC PO BOX 878 MP ROBERTS INS AGCY NORTH ANDOVER,MA 01845 1060 OSGOOD ST NORTH ANDOVER,MA 0184.5 At the issue date of this certificate, insured by the Company under the policy(ies)listed below. The insurance afforded by the listed policy(ies)is subject to all their terms,exclusions and conditions and is not altered by any requirement,term or condition of any contract or other document with respect to which this certificate may be issued. TYPE OF POLICY POLICY DATE POLICY NUMBER LIMITS OF LIABILITY Coverage Afforded Under WC COV. B Law of the Following States 09/15/2006- WC2-31 S-330693- MA Bodily Injury By WORKERS 09/15/2007 016 Accident Each $500,000 Accident COMPENSATION Bodily Injury By Disease Each $500,000 Person $500,000 Policy Limit GENERAL General Aggregate-Other than Prod/Completed Ops LIABILITY $ Products/Completed Operations Aggregate $ N/A N/A Bodily Injury and Property Damage Liability $ Per Person/ OCCURRENCE Organization AUTOMOBILE Each Accident-Single Limit- LIABILITY B. 1.And P. D.Combined OWNED Each Person NON OWNED N/A N/A Each Accident or Occurrence El HIRED Each Accident or Occurrence OTHER LOCATION(S) OF OPERATIONS&JOB#.(IF APPLICABLE) PROJECT: LEONARD KOGAN &SANJAY.JAIN 102-104 HIGH ST NORTH ANDOVER, MA 01845 YOU WILL NOT BE NOTIFIED ANNUALLY OF THE CONTINUATION OF COVERAGE.YOU WILL BE NOTIFIED IF COVERAGE IS TERMINATED OR REDUCED BEFORE THE CERTIFICATE EXPIRATION DATE. NOTICE OF CANCELLATION: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED BELOW, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. LIBERTY MU'UAL INSURANCE GROUP TOWN OF NORTH ANDOVER "` — CERTIFICATE HOLDER "ATTN: BLDG DEPT AUTHORIZED REPRESENTATIVE 1600 OSGOOD ST ' PORTSMOUTH NH NORTH ANDOVER, MA 01845 DATE ISSUED 01/04/2007 OFFICE 0181 This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by Those Companies BS 772R6 The Commonwealth of Massachusetts Department of Industrial Accidents W Office of Investigations w ' d 600 Washington Street W" Boston,MA 02111 www.mass.gov/dia M �V Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): f*z1A,Gr,t0'0 t..�IJ�1ZiX�'�t0►-� l_.L� Address: Rd . e0k City/State/Zip: 00 e MZ900 �� ,�A N C)' Phone.#: LM Are you an employer?Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. F]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.# 9. Building addition required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.F1 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.M Expiration Date: Job Site Address: AL-J-- UoC A-T[bi-S fj City/State/Zip: 00,kV--YVCV1e12, tAA 01V6- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 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 may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si Date: Phone Official use only. Do not write in this area,to be completed by city or town official ? City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext.406 or 1-877-MASSAFE Fax#617-727-7749 Revised 11-22-06 wvvwv.mass.govfdia N. Contractor / Builder: "Project location: 5araceno Construction North Andover, Massachusetts Horse Features P, 0, Sox Sf(0 B rsmenr ,Methuen, MA 01844 FI001 Kitchen Dining studu Lav _ Laundry One Gar Garage o� _.�.,.�.�,..__._._._....a 3 3edrocme a 2 5athe i V X I4 RecA s _ Ir Total Living Area Sq. Ft: o o0 2 , 053 per unit —_ Ta4ol Foot-pr[ni Dim3n:ione: 12'-0" x 45'-0le `._-..............^__.-—�.-.____---xl'I--------.._<-�----�-----._....._..^--L---•-•-^�^---^-.`...-.._.-_r Check e9 8y�.�� i y f Oro ;ay: PrGP'it R,JAyAffnn va •!'o` oIon ial Duplex5-0 24 x 40 Main House unit 8 ,851 FarmersFor* til arunana to i?o raid verr�d ate e�aa c�a.�s e:.cenirclt� N3De112 x 24 Garage r / 13026 3, Drawing print out data 01118/01 - - t y /Olor, a s oc xa =UPtC4 eal.ag fi.lul r�I 'aII�A'+1�S+11Y1,e�y '16r `�''�•ham a tJ�iF; tiiGN J�Dl�aitti v r `I a v>k L �IF�Q>1�I�iDLill dt9� "3 N1�,�EY94',0 Ni y W�a,9 x `� ,ge mrWc u+oWfi4l:spun keit —00!j" .th//T mal ;I "='o,,Cr a SA I "Ml l 4nmo r I 'spoat o��1*m000.�Ist���=sQa1 'tel* tit yob .:X WVA 0461 UM_a i AM4 SUM6C V _fv PI�B1 I1C l�lf;tea Miaow�Usi IIIasul� � �ls-®e�� _'�'!'�@'�at HSC iEoFi�G9Wo". 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JO(e. 1Jader_ ea 1rC[Pe':f.fo4_,3665..>>. Exceot;on: Tr!andular spaces farmed bu the ----------- 1 .101516 uncier parallel load bearinG partitions icer, tread and bottom rail of a oteirwa4 £¢u¢dattan aatnppc?orCng L 3 J? �6L� shall doubled or a beam of adequate size _ ^It1f6h FloOI oundatlon walls enclosin habltavie or • to prevent the passace or a sphere c to support the load. 6` In dia. staraos space shad be garpgroofed from top ar rootircg to the flr.isned grade. -� lrla!'i�'e(LS�•Ip S,_e-I.367.3..L�.I.�1 5ubfi0of-f 'he ends o �. all Joists, beams or e!rders shall Circular cross section: 1 i/G" min. At 2" max. nava 1 1/2" Cmir or bearing or wood or ! IdCadC r!oCa Other ehages,perimeter: min t Cs 1/4 max G--grace floor surFaccs Shall slope to metol and 3° (mtN an masa i �"� � trtt Facilitate drerace toward the naln veelcie �' � Cross-sectional: 2 5/t3" max. ---bc u Sri:rU/exli doorway, ctllln,., Notches in tris top or bottom of ,Joists :.lavino 3C" min. E 39" max, height £cua�eN.Efz�S�ILE{akeea j 4r:hos ena!i:Not exceed•1/6 de h/ olst T , E th j Mca*wed verticalku From the riastnc of the i - 2 x 6 (P,,,, t I - 2 x 6 (" (mIn with silt No greater than 1/3 the depth/joist treads, shalt be provided on at least one sealer. lit" dia, (min.)with 8' Cmtn,J embed, I Nat be in the middle 1/3 span, side or stairwa s of 3 or more risers, Spaced 12" from end and 6'C" O.G. f Notch depth at the ends OF the member; y M1ntRtum Unffortniy DI �ean�ocke3.� Gtrdet_P.oc#�[ aQ3. .�.4 7 Not exceed 1/4 the joist depth. Live Loads {lbs. ?racket !or 3-1 x !d Games.--B am [ :Table 3603.1. FfOleD_L36OS_.Z 7 6" w, x 6" do. x 3" h, shim bran w!tr. steel Shat! not we closer than 2" to the top c- j shtma or hard bricK, -he ends of wood oottom or the Jolsts, or adjacent hole or U c!roers anall have a 1/2" air space on top, notch, 6,01e dia. 1/3 the depth/joist max. /—Finish floor sloes t end. // Balconies aria cteck� Rid .G2AE.3G8 2 --SubFioor ! Garda Ipae►snaer etre only) Cstti41`3ealc -- . R;dde woes d shell oe At I@est one-inch - � Antes lraar slope 3ltJor las•,ro a 3 - 2 x 12,S-'`-r= No. 2 or be:ter. All spitcss nominat tritckreas and not Inas than the cutGAder Attics ic1 cited otoraasl to e locaieci ove- coiumns and stag erect. 9 ! end of the rafter, LALLv GQ1umr! E2ot ---- LNYgs Areas(except sloapirig ro 3 in dia. con.. Filled Lally Column, Steep!a Roams . w/fro" sq, x l'3" do. footing, f Stairs `zau � 3� 2 x 4 Lodger Guardrails and Handrails Latttalumm iRler t r=oottnq 5talrwaus no less than 36" in clear width. i isrei.=K Pvai lloadateryport&I 3 I/2" dia. con.. filled Laiii. Column w/i'-C." dia. vier. fro" am. x i'3" do, footing. Stair str1riger Nob 5Ottom X-O" below Grade ( min. I Riser hetont 9 1/4" max.. (2)Stair treads anall be designed ro, Tread dept-. e" min. ` oad of Boo los.over an mss or C-.4rage(�iouse.�u —'6 ,Coot E03 5-1 1 Tolerance between adjacent risers: 3/16" E Top Detail Openings from a orlvate Osage with either Total riser dimension tolerance: 3/9" � •--- )Debjan Oe8A road solid wood doors 1 3i4" thtcia lmlr..J or t c „ Desgn Daae Load•10!bb,per bolls 20-minute rlre-rated doors with a 4" min. sill Noalfx-:1 36,03,13.2,1 I 3o -38 high height. -", noslnc *hall rot extend more than 1 !/2„ { I (Td71ee 3605,i.3.>a,3605.Z.3 beyond the face or the riser below. hHndtH(I (tUD.J I , Csaraae£inlah�.£Ice_& tcdtEo�.L36.O.3.S.3 J t i 1 5/B inch (minlmum) Type' 66 X gypsum board 1-4�.Ad oAmi 3 C?�,L-3 7 '- " minimum „ applled to the garage $1041, =1r_aetcpping E 3606.r..:t_7 •� `ti aaaama&—YeintEtatlon-L36-Q3,e.2.LI � email be provided to cut OFF all concealed Frovideo a min. or four midinc,,.,. tope, or spaces between:stair su!rgare a: the top 130 awnlnr tuge Casement windows for ever'u anr: o bottom of the ru . ! j 34" high bn1rJ ' aa. ri. of f!aOr area. t Guddra(L 2stdE1s13603.14 a u ' 36" h!ah WrJ j Stair Guardran j Ralsecl surfaces 30" min. Horizontal Csuarc rail 'net; h; 36" min. `l Open: oleos* or stairs :,t" min. Guardrail (DFIan: Dx-30 r-1and rail/Guardrail ` Et"1 Ir--------------- � E r ti rPrecast Gororee autkeae 5ulkhea dPrecast rM« - -- r---__ __ _ --____r _ _ __ »_ _ _ ------------ - _ _ -------_-_ - -- - - a . IE� -------------- ----------------- -------------------- 25 k -------_-_- r-- « 1 3'• t 1 f 1 .. 1 1 ToC or Fdn ; i 6l� Cr i i Ref.Et.O`O ' 1 1 Top of 1 r m l -� I t m@ "' I t Top or I ' 5asemsrtt Stab `? I 1 -_ ' To or Fdn ?aaaemant Slab 1'-�r i p Ref.EE.0'-o EZer.�E.i-���-$ll x ' fO 1 a _1 II " L' 1 0 1 p d 1 1 5 8 411 t e S 2 ( Garaes r•Wish ; -@areas Flnlsh� ; ' 4'k 4`2' ; CQ IU7 ' 1 �,..��.�r`-."a`��,— '�.r*"'T�'T i � t i � ; ���''� rte.r..���1��.��_..•. € E 1 � Lr___� L_�rr+t L_r'+-a? L-r�-»♦ 1 1 � � 1 f 47� 1 ; L__-_� L_rlrr2 L«_e-• L- i-I 1 , r3 1 I I 3 I ry I Center Seam ` ' 1 .. 1 U' N O ; 41J �7[n i i ' Ce19ter E7Eam in i ; S .� — 1 I=• t � _a E q,Sl /�� 1 r Sl,.'m /1tl i - -i ! � I -"; I t I Vv' �f 1 'Cq I i ! '� �• 1 IN W-'y y - -- ---- _-- -------------- ._ _. '•Y� i a 1 '� i ( I � �L----1 r •_».-._««»-rr«_c _._- .. �...r-_.. _rr_-rr»�-R =�1 r--"{I I I I ; 'r( I ; _. ; r��--� r-�--� r-�--♦ r-X11--�_.,1. � i _r-T_-s r_.r-- r_'+--� r-ter--ti ; .. / IIII E 1 I J 1 1 J 1 4 1 1 , _ N�N� f 1 it I'h N� 1 1 I •I q L l'^-r .�T'.rP". �1���� t �...o._ . ' { "'P^'Irl"T. 1 t 1 1 1 1 Q✓ _. ___ 1 ( 1 r 1 -• 1 1 fr'^�'�-^w Lr-- • -• r • I 1 { 1 LLally Column 4 Footles t t Lally Column 4 Footing I a ! (8regd p I i uF Hearn Pocket ; ; , I .-• , 2 Seam Pocket E ! � � (3 rec{'d 1 � � !�A � ( i � (3 req`d} ( •, , 1� � Q � I 1 ( f LHasement 51a� 1 t 1 ; 1 l� X )l IE[[ •, �r y ; ; ; ; 6asem�nt Slab gip; ( E- It � 10 Foundation 1 E I € 1 ; 1 a .. Four-'aticM ------------- -----------------------------------------r«-t -------------------------24 ----- ----_01 Jt,._..... _ °� 1 ED � 3 2+;D° - a_ . .O � � 3 c 1 6'3 � v r �-1 r- -1 r--�--1 r- _-1 r- -1 r�-1 r- 1 r- • r- l r 1 t 0 J ....-J,s 1--+i .. '"""'i'� ®_�'�•:d�., 1 i�� 1_...__�.___i-�is��—-—J_«' 1 J�a.�-1—_�J.�.)•`---=t 1 i .r L_rr_. L «. rrr_-. L__rrr L_--_' «r---' 1. All dimensions to be field verfled and changer,ma-de accord€ng€g. „� � ' ��� �{(©� �� \—?`o'1 Dia.concrete Pyr 2. For additional information see Notes 4 SpecElcatEons mR'O eq.x ro dv.r t'c, L J Praul?a print-out date ' O 1l1�lL?E 3lt6":1'C° (to req'd t E !-Z) I'o" Center Carder E Column spacingON sma► GIex.1 (max) f- -— TRUH T� 2x Nailer • 4 X rause ! •'io Pe=••. , I Insulate comer i w=ec ro qts 40 raF Apr=P'd s bolts or - dna t0 two 5t0 E.i1rE?Sto 2x PIaL _ App d cqutvaiarr I RJ -------- - - GOl.tlriN SPACINGS UNDER GIRDERS ; T Table 3605.2.3.3D i bee rose"8ni dr>rhoraga"t 3604.10 7 i Ls roar ase W 24 W-2b W -28 W -32 I Corner cram tng D st 5.2xR all on.easy 10'-3' 9'-lO' i-6' 8'-CI' Anchor Bolt Spacing T^'^a es- lame' column epee d"x d'or 3 U2'diameter oleo! I Footha oke:7'-6'x 2'-6'x I'-3'd 1 r ;- 2 x 4 Bottom Plate [ a— center Beam lFloor Salhlrra I Lolly column cap I I �, �!x •.best Sim on LCC SIRUCE•P!NE-FIR No.or aquallodulusor=lee:lclty"c'•1400,000 Fire Blocking ary / 7 x 4 i7 x y g I O 7 x 12 :,C05 2-2x4 Too Plate \\ Lally bottom 4 base 2 x 8 - 7 IC .'A3L€ %o5.7.3.ICI i I plata ambeddad MAXIMUM A_LOILABLE SPANS FOR In concretes slab J015T5/RAFTERS Joist I ---concrete Footing Floor she 2 x 6 2 x 8 S x 10 2 x 12 Internal Intermediate Floor First Q'OL. b-I V7 13-4v7 n.i v7 2o-4 In V-, 5-7N a-iu7 15-illi n.5 VS _al l� Column Detail E) nd Ir OL, 11.1112 14.51/2 19.1017 N.40 W OL. to-l u7 13.4 V7 Yr-a IR F!-o,Ir 2x9'yos Attic tr", 92.5N 16'In V7 21.1 In Bottom Plate Extorter iiheathhg ho rutwe mt W'oz. u•1 in 15-4141 15-110 Wide 2x Nafiar ! - 58111 Joist (� Attic to OL. W-I in 21.3 V2 77.3 V2 Z ()' cap..3112 W at, W.10 h•4 1n 24-a in Insulation Roof a,Oz. 17.1 5.3 18.8 71-8 ' Floor Jobt 2x Plate over sills W'OL. 10-5 5.3 W-: 16•7 r Roof a,oa. tl-o t3.it r-9 20-i r Sill L�ofas_ Gatheo/al W'OL. 5.6 Q•1 5-4 n.'. Notes, Interior Partition b i Concns.e 1. All etin tna l materials shell be on in o any aafecu that nay � Foundation Connection Detail drucui tl Er eePDCily to function k ao asabnwl.al manner. -` 8wcwral Eraroa Ng o,arKj ot;.ar prove eebnal earvbee that may be requited"ll be provbad by others. ��1 S 7. Roof snow•loads calculated for broo Tone-}, Plan: DX-30 I'On _ ' '�n '1 n Id�dt/an 7�•°„1 _ IG, t/an -L.r. 4.bn • I� I�`s—�^ 1 _..F'/L } I^ -�'r - ,fin ,Qn _ 19 �,Yb2° has y 6'aa p 36+i°Y.1 zUtn t 1 3,01 3'^ i I I ! s, 3'bl/an X 411/1" G I r I I 1 Dining Kitchen I Kitchen { Dining Acral cabhot trto+.i I � / / i , Actual tibial layoui In Caarage Finish �-:garage Flntsh ,d0 .:6n .4101 ,�lun 4Ibn �, u Garage Garage o �Fs08 k ' 3 I .-.. ,.. I — — �'08t� 4 914 �-1c �--- yRc—� ton -74 -3 k' CI. ! 0 1 Cl rN i r —— — I G1. , n _ Garage/House) I Garage/t;ause �� ' �` v Hal I ti a� Entrg Door t I Emrg Door � n Hall I i i t I Q '1 QI I X 4L►GA Cn .0� � N + It a I I 1 11 F DN. n I Vt.i�� �4 9'O x 8'O Door, le-01,x a,0 Door J VVV R %n l � a 1 i a s �� °'€ _ j -cam-, ' zZ(y4 1 4'/.II 1 4i L W, { /-,6 4. CJ fJ i i 1 a 1, Family Foyer i � 1 ,a Family ' l � 1 rc 1 3",-04X.i9. g`pyl I 31� X 4'S',.' 1.' 41Wnc. tQn .�,. �� s V dI�t IIl'i -` F F 31n n 41�u ,a11 �, Z n 09 ra In zr N;2 US 5 1 • I ' All dlnsns4ans to be field ver€ted and char4Ba mace accordingly, "` r 4 For addttipha! 4Fara at�n see"P otas.EvKsCG s.s DGtct(dN. ./46n },pn 3. Drawing print out daie: OZ/IS/Ol 5earinG Walt drecciy on GClllnd,Oiskn +poor Rater Maximum allowable Spans ro-header v.Sea- In*utation� Supportinq wood 'Tame wails i v4°Shrhxage !'aintairs I"min,clear. -AHL 3606 .2.6's j ar*oace ;!"SneE: ins `frGap(mf.i academ In 5 _oF Root 9 I Story 2 store wall.rot j l \\\ - :!.soler poly !above Above aupporting .� �`;„ rlooro or roor i 2-2x.4 d' I 11� pd=a?aErd 2-2X5 6 i 2-2x8 ✓' 6' 17, i 6orrit 1-2xEpE' 6' t2' Venting with tinG b' up s3ned —5uaopha i i i 2.2xi2 t2' 10 S' 16' i ✓!Isar. I waltooard nn•� Nominal rour-inch tMIC4 alnole header."be Flush Framedam S to d and 50* i 6 sub5tkuted to-double Member*. r spam are'DA*.rd on 740.2 Grade_umber with Under Segarfnc;i Wall IQ �butary riodr and rooF loads. j 1/4" Shrinkase Gap (min.) —Gantln�oue 8tr'71ed 9/�'' Shsathina Ridge vent 2x 5ottonn Plate Riche Soard 2x Band Joist f �` ' x B calte•zte. /--PIoQr 5haatnin-1.1 2x t=ioor Joist ' .....- � l 22X TO Piste p' LUSI-4an9er C7oubie Shear LStrapping id'�e Board t Exterior Interm, FIr. LVL Beam j— i 3ai'd 51=1.na Hand p ickcd For Tar. Flush Fra=d�-am i bl_mish-rr a aotaearance, j ani*tralaht grain at i f can:ii_vered end :aalbdlnn and rni mur,Thbanaae if oGtpxi-'Lallecarb 1/�r ` }n � ileo' Ir FiOC'5neathing .,-� :Tpgic S.OT.t.3,e7 f`f1,J1 tJ J`f� Joist Sold 3locktna 2x 3otiom?lass rrckreo PL—Or wgi) .un M— n„n.5srra OF6a Fur of 69M. 5nrty M 041&.d 5,= :heaoad 5+rau Fan_ lean z•.t�ten�,..hche�l " 2x=icG'Jolst 2z$sed Jost nFcxcn� C) �tc:tenor �ta�..r+o.sca irrrrq ha,eart b rcir.1, YO,sn,s i l 0 2•2r. OC fliat9 nsuldUor. Fpux F�sWNtp rL¢�:r�e,ve -cs�tr. I � ver i----�--antll.^.ver Overhang vnu� Ewrarrrcn � i s cax,i a n*ivm.. ETn•anetne - I * D C a Cantilever pati: W at out Bau Cantilever Plan: DX-30 = W--re faKo► 7: Y2't'C: ..'G dtSetbn i< �• a -;'ter `:. 'e l ^" ` u f `IC 7 ^'f o Qx �I Bath u a s Bedroom #3 p " Bath edroom #3 Mr r v fall WallBedroom #Z M � I 'Bedroom #2 G i a 99DColonial p j(y�7��ry� of`il Iii gUDINCs 4'0"SLIDING � I QI !lJaik-!nlUalk-In f t M Bath GIOBEt �f �'( GlaSet r t"i Bathes t O U Elaor Elan l " j F`C k, Iv^`O 4 L`$" 'S" S L !<n r,: I. All dFnereloro to be field verffisd c� and charaea made accordingly. Bedroom #1 M Bedroom #1 C ° `Por additional InPormatlon eee '' I o I °Nots6,5peo'e.E aetallb". +� i KO �I I Drawtn_g print out dates CVIS/Ol � 10 o 10Li"X4 5 V2. :')p/s; v`i° F' �s X G' ' v V D/iu X 4'51':' VOL',"X 4'5t- «`ICS/G„X 4;5V.a i f i -u �m I II i DraftingAttic acced ; Pulldowr,S:ariva�y''' pulldown SWIrw. c I (i Insuiaced --- --- II IIi '�, �� Il II ---------' Insuta.ed ti I 3' F t (l, '.. All c'_-srs!crs= na Feld veru isc awl craroes made accordlrcglu. V ?. -ror adol:lonal Imam, -on see"hoses,Specs.!Details". �ra�'rc putt ou:oar i Is 77 M,112 R — 1 � t i - --------i----- - � z I s I 61ope ! I I Stc I i I ( S op—f e y i� typ,) I I " I Step WW Fing lashI I FlBahfn9 E'riffa3� I I I1 f. it :`21dgC vent('up 1'x-•— �iF L ��� i i i, f.�ri I I s�j id=Von'.�wp,) � + f 4E Ire •�i'1 I I .o,+r gym,—. .�..- ,_,-F- ,.+ a - , a I I ! ' I I Iae E Wafer Shtsid-� Metal Drip Eggs Mata;Drop Edea --Ice E Water Shield ( I f I ,t T a, t 1 ( ra _ ;SjI I I� i . Compost.—e RooFlrga ( I !� i Cocposits Roofing y F � ME tanIf I 'r -3 = 'hoof F' 1 i 5: I I I I 0 I. All dimensions to be old verTled and changes made accordtrQly. 2. For additional tnFormation see'Noies,5pcn`s.<Details`. 3. Drawlr4 print cut dale- 01118101 ry N lD tJ +1 L x BOO to @w O3to - - st � r»4 L �P J".a a a s•:n a S :-.v..... ..._..— �.euw,.•,a;..s,rm_-vws..«..4.....,,,..,.,,..-<...,.,,,r�- 8 6W0u' (TW0�r (0pO r R0 fi ' E x E 9 jtx 5 O° -----�'-r✓"...__ __._--ter'- --{1 S" ---- l��n�------- lu u,ta to to Id a =�, F n(40 - o Pont LuAe-,r beam - r — p —3-2x10 3 ` �-Poel Ui er beam U m F Il It Post umder beam d c +r a.� ti' mss,.,-»6— • 9_... k '11 ft m -3-2x10 W to _Post 4Ader beam Poat under beam IFF –Post der bean I m} 1 x IO Ridge 50ar4d ? s k I f! ' a l a F 1 i s t W 1I I e S I! I� s� cv a r 3 2-2x8RI i 11 roll ) f4 Ci r 1 �� •' 1 g " � �Jo!st harmer � __. �6 1 R 1 1 6 5;mceon LUS hanger 1 c 2 x 8�t2 O.G. or equivalent g F � $ � - F1 in i t L All membere are 2 x 5 6 tbY O.C.(UN.W ,Attic, Frain Ins All msmbere are 2 x B e 16"C.C.(.VN.OJ Notes [��j f dram 0 C All Gvnensions to be Flela vsruned ane,a.hanges made accordingly. 2, a'addltional in,'ormation s Notes.Spec a.t DC0116 . 9116"=1'0" 3. Orawng pritf+out clat::; 0V15101 RI-doe vent !CDlonial R as Board � � �.Sra tifng l o Collar 7Sm ! 4tVc c oo FramMa Rao�lr,a 2x&915'0C, ixSIM 16` 0.. iI -- Fascia 11 � SaTt: m Heaoar 2•2x Haadsr IL x 12 btr1r.gam Z x 4 Phe Sloc $- ec Sond Floor;•ra-il g J �/�I II is pla.:ad parallel .lin s:rlrgEial 51 ?x 4 Stuos Goeyondr Interior2x Fisadsr iiaadar Nor.-epearlro i F Arution e,i I toy renter Beam Z x rE 5fr!nger6 u Vol,Floor'rram!no I5"D.C. St;l I EI j 'Gra:_ I ;rt---:Elly Gaiumn E�act>ng I - �i I f �rt-10°=oun^L Sor, c i 0 S".S,O, t -I I i -i pC-'1T�te-bra Su�tra S.G L,n n - 3assmsit.51aa ascti©n - 1 1 I. .fil!d'rsrs ars+.o be F!_:d vcrF.'1;a an:cnargas maeo aacord!ne1u. i Rcr 2adkbrA!Y.iCrY.�L:IOr aGC'SICi85,7'JCGC.f:Je:al16°. -30 1 Drajinq orltt out ca-4;01/i9tCl _/� 1V (mcolonfal Drafting X18.851 ,"f33� �Rldge Vent Ridge Board Collar Tie 12 _ Rooms y / :x8 !6"O.G. �—3-Z x 8 Strong-Sank u4 x 4 vert�eT 4D L'O' O.C. Ce!lln!a pramine x9 an I6"O.C. eorrrt /�7 !� Z Gara a Finish 2 x 4�a7 16"D C. 1! Exterior Wall �� 911f Garage 6laa Pin!sh Grade ���- 10°Foundallon 0 1. All dlmenslons to ire rt-id verFled and char:-3eb made accordlnaly. 2. =or additional in ormalLm we"Notat,epec'..4 Oetalla". 3. Orin c;prfnt out dal-c=07/I5/01 Colonial � - - �- - 1-------------- -- - Lj OX-aQ 12 x 14 C)sck 6 2 x 8(t-.1 0 1G`O: C`ala.Cor„^tela Pier i—_Nvuamdeb rarbem and veudUe -- ------ ------ 1.E co %no iI n U Jolt;.Hamar(tqo.) i L 2 x 8 P.T.7 Ladoar LaQ•"JOItEd e. � oz. Q�r_k r-ramind found a�lort Maximum Ahowa'ois 3vars _Or 114” raivt5 in Decks and Salcvries C?A91-=- 3603.2.3.Ic 3605.2.3.Ici Southern Pine Na.2 Non-dense Modulus of Elasticltu'E""1,400,000 iy: 2 x 6 - 1373 2 x 10 - Wes -b- 4 5`Claw(Max,: 2 x 8 - 1265 2 x 12 - i,035 Rail Joint �. 51ze 2 x 6 2 x 8 7 x 10 2 x[2 Flashing D 1 I --� bolts eel Fi° .`:. I j j Jai: a`O.C. a•r it. 4-6 n-; Spae�� ie"o:. 6-2 x2"s 12•8 Iti-Ir S Dacklr,s 10(c.TJ I. Deck desicin loade,60 lee psf-'-Iva Load,10 I•as psf Dead Load. 866666R , 6 x 6(P:-,3 pos: 2, Drido5tg raouF9mamu aoaEu when I've load exceeds 4C lbs,I eq.fL �---— — 2x Deck framing(P.i.7 Grade - --Post Aechore Ons line or kiridding fo-each S feet of epan.i 2305 ( ! 3, Flral deck location to be de:emnsd low burcier and*:LO conditiono, i j Jalst i{enact 4. crack finals matsrals to be det±mined by bullosr. Y j (Decair�,Past.�caflhgs,721uslers) - I i Concrete Fa::ndalion 5. Bolcom„of faotlre to be 0'oiler)•oeiaw Parish oraae. 5ta!Framirsg Sector De:a"cirau;rg ick addii!aral Inrar-atom. t t 1 ragarding:Starua Wldtr,Treadsand Rrssrc,GuaroraliDetalle, �'G �_auss Connection Gurrdrari Opening Lh ut;o s,Handrails t ~ardrat'Grkr 3tzc. 1�,0,I0" 1_ KI:dieners''=to be feia varried arz cranocs macs a;rorcirgly. ;;Cr avalmoral Infomatior sen"IVctes,aoec's..Dstarts`. .. Draurg orint out ca:E-O fl'3f01 r I + + Ur: rates With Multlale $gstemsh„Ed. rasa. S idd, ©d - Appendix J ischeck 5ortuare user's C-suide Notes and details i as nerressa to the house desi n. apter It,3rd paragraph Z; y ", t alt the mare than err piece of nt with ri, National Fenestration Rating Council Minimum Duct lnsulation C Table J4 .4 .1 .17 au:at use the efrlcleray of the equ�+ment with •� lowest rathg. (NFRC Label )L Ji .9 .53 halde bund envelope or in uncand8tbnsd eaacea. Windows,Doom and SkylIghts shall have(NMC)Mbetkng. TD is Inas than orequal to 15 Nat r ured leakage.L J4 .3 .2 7 Use default values From tables JI.5.3a,t b when U value doW end Door Assemblies Is not available. TD to Igoe than or equal to 40 and greater than b R:3.3 uractured doom and Widows,maxtrum allowable infiltration V Or Retarder C J4 . , l M b greater ishan 40 R"5,O ase rate I e in par table J4.3.z Raquted on uInter!yarn aide of exterior walla,fieom and M b defined as the terperature difference at design conditions Me Type Windows Doom unvented cet4nga. (crm per rt of irrin per its or door aga) besmear the space re in which the duct Is located end the operable sash Ascan! Openings.C A .2 .5 assign at-tesperaturkn the duct 0 ani th h kawiated envelope each as hatches, Note-1: Ineutatbrmlib n resistance for runouts to teal dayss leas than p n9a �+9 P 10 feet in length is not required to exceed an R-value or 3.3, cod 0.34 0135 0'5 scuttles,pull-down stain,etc.shall be kneulated to the dame level as surrounding area. .laminae 0.31 o.�� 0.5 Mln6num Pipe insolation C T8b1e J4 .4 ,9 1 vG 0.37 0.31 a,b Syattem capac4t C J4 .4 .2.1 . 14 Exe. 17 Rated output capacitg of the systgm at design cordPions Byatem up to 2"dlaneter shall not be greater than 125%of the calculated design load, ow'preaaue/ta Ioeratura eystam 1112'thick Table A .5 .3a If the rated output capacity or available equipment options 201-250 degrees 1.1-value Default Table For Windows,Glazed Doom and Skylights excaede 125%of the design load,then equbmso.with the Double lazed output ap ity Low pressure syatesu; aaiallaet au ut c ac above tis9.or the load shall be used. r V2°thick ` SM la g (10.200 degrees I Glazed �t Singta glazed w11.h storm Air Leakage C J4.3 .3.7 Metal-Clad Wood Jo Ma,=am or penetrations in the 1xiiidine Operable 0.98 0.64 envelope that are sources of ai^leakage shall be ° FOted 1.05 0.58 sealed... examples: 45 bevel Door O.99 0.51 Joints bstwean framing d window/door frames, Proteawe Membrane 45°bevel skyllsht 1 1.50 O.85 Malt assemblies or their 61116 d plates, Wood /V lnyl Walla t roctlaeiting, °ca .4 operable 0.94 0.58 Pt ed I.OA 0,bT separate wail asasmbiies, ,�.• ,,, � l Door 0.28 0.58 Walls t floor aseembiles, s + = Skylight I.41 0.83 Penetrations of uttlRg services, -� a n R d atwletibn A S 48°{min) O s (age MAScheck Glass Stock Assemblleei O,80 Penetration$thru wall cavItH top 4 bottom plates, " .a o pram out for mi, L° Rigid Insulation Table A •5 •3b Sealing around tuba and eihouera, p , R'value req d) Ease MASchack print out U-value Derault Table for Non lazed Doors Attic and crawl space access panels, ?q'. • ° For minftm R value requires n Steal DooDoors(i•3/4'thick) 11111thFoanCars W/0 Faa;1 Gore Reeeaaad t iahts, ;, • 0. o PlrigI srn • , , W/0 storm Door 4 Jith Stoma Door and all other openings In the bldg envelope. �� .b 'c Wood Doors(1-3/4 thick} Thatre"opening$lo"Ied in the building Pllo with of kith panels 0.54 O,36 envelope betraaen conditioned space and Hawl cons flush 0.46 0.52 unconditioned apace or bsiusan the con0moned Option- I Option-2 Panel with 1-1/8 Inch panels 0,39 0.28 space and the outaids, Solid cora flush 0.30 0.26 Slab Di-Stade DILL I- -------j Flail- IBX-30 ;;X.teriQr EQrfMgtpr InsulAt(on Detals 7 Drauv print out date: 01AB/Ol i µORTh Of teen.r.q•YQ �'4'SgACHU`Ec CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH (ANDOVER Building Permit Number Date —117 THIS CERTIFIES THAT THE BUILDING LOCATED ON ,0D� !o ?coo ►tii S - Ola /;3 ,a�1 s I > 4-.,-Il Dv 1f-Y DCV /` ,,d IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO �Y Building Inspector E Town . o over No. 94 o z- A dower, Mass., COCMIC ADRATED S H E BOARD OF HEALTH Food/'Kitchen Septic System PERM.. IT T D BUILDING INSPECTOR THISCERTIFIES THAT..... ............................................ .......................... ............................... ........... FoundationIf.'!4i ck=u► Y-19 has permission to erect................ buildin s on ./0 .../ l. ...... . . .. S Rough , r ................. .... to be occupied as...�... QO...�� .. ..... .... ...., v ..../ .......J�........ imney . provided that the person accepting thpermit shall in every respect conform to the terms of the application on file in Cnal.�G��`" 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. /`ss� PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. _ Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTIO ST TS ELECTRICAL INS EC ...................................... 1 BUILDING INSPECTOR Occupancy Pernit Required t0 Occupy Building GAS INSP TOR Rough f Display in a Conspicuous Place on they Premises — Do Not Remove Final C No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner 9 Street No.Smoke Det.` �- SEE REVERSE: SIDE h4 3-. 39 '�� Date....... .... ...... ..y NORTI, °f�"`° '•�"� TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,SSACMUS� r This certifies that has permission to perform ......... !�! ���� ...ff... .. ......................................................... ging in the building of..........................� ,1. `t ...................................................... r . z // at ..........(....()(�1....:./.........c%...:...... ..............�... ,North Andov r, amass. Fee. J.�........... Lic.No.............. c.»r.......... ....................... Check # ELECICAL IN R Commonwealth of Massachusetts official Use Only Permit No. 9 Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank k4��J APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(M Q,127 MR 12.00 (PLEASE PRINT W INK OR TY AL INF RMATION) Date: w 6A City or Town of: To the Inspector of Wires: By this application the undersigned gives no'c of his or her intention to perform the electrical work described below. Location(Street&Nu ber) Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ❑ NoFV (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity A Location and Nature of Proposed Electrical Work: Installation of Security system Completion o the ollowin table maybe waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ In- Elo.o mergency Lighting rnd. rnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones o Detection and No.of Switches No.of Gas Burners o. Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: I Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local E] Municipal ❑ Other iConnection No.of Dryers Heating Appliances Kms, Security Systems: No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts___[ No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including completed operation coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value6f .lect 'cal Work: (When required by municipal policy.) Work to Start: �Q a Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under thepains andpenalties ofperjury,that the information on this application is true and complete. FIRM NAME: • LIC.NO.: 1 q�3C Licensee: John S. Bassett Signature LIC.NO.: 1533C (Ifapplicable, enter"exempt"in the license number line.) Bus.Tel.No. 603 594 5928 Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Lic see does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's a ent. Owner/Agent Signature Telephone No. PERMIT FEE: $