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Building Permit #372-15 - 91 BOSTON STREET 10/17/2014
L BUILDING PERMIT ONORTF� �tt`'e' 6gti0 TOWN OF NORTH ANDOVER o� y °�, APPLICATION FOR PLAN EXAMINATION x � � e Permit No#: Date Received �,q°'RATE, SS US Date Issued: b I P RTANT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER_ c7`x' �do Scti Print 100 Year Structure yes Ano MAP _PARCEL:_ZONING DISTRICT: Historic District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building S-6ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Qemolition ❑ Other Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District C"Nater/Sewer DESCRIPTION OF wqRK TO BE PE FORMED: Identi Reation- Please Type or Print Clearly OWNER: Name: � f Phone: On 79 -- L' 100 Address: Wet °t 'Contractor Name:�f�� �Panc; S Phone: 17$ ' - a Address: 6we 1k L,ns NiuL �Je5T Ne ,'w R Supervisor's Construction License: V ( d S ] $ Exp. Dater Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON 0125.01 Total Project Cost: $ �1 (fid FEE: $ VJZLO t/O0 d Check No.: U Receipt N No.. �'3f NOTE: Persons contracting wit unre istered contractors do not have access to the guaraan —fuund Signature of Agent/Owner Signature of contractor Location CA 1 No. Date V r TOWN OF NORTH ANDOVER Certificate of Occupancy $/0() 4 Building/Frame Permit Fee $� Foundation Permit Fee $ � Other Permit Fee $ TOTAL Check# 0) / Building Inspector I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Poals' ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ! ❑ Private(septic tank,etc. Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on LD 1 Signature �SIA I COMMENTS UjoC"�c ti 5 cz7 � l Q C + 0®t HEALTH Reviewed on Signa-.na x '�l 7/11/ COMMENTS •LvNO— Zoning ✓G n> > Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & SeWdr Connection/Si nat &JfAel DrivewaV Permit DPW Town Engineer: Signature: -77 Located 384 Ogg d St et FIRE DEPARTMENT - Temp Dur on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS — 0-- Dimension Number of Stories: 14' Total square feet of floor area, based on Exterior dimensions. s� Total land area, sq. ft.: �' IWO 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 Call Email Date Time Contact Name Doc.Building Permit Revised 2014 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 o Building Permit Application o Workers Comp Affidavit o Photo CoPY Of H.I.C. And/Or C.S.L. Licenses Li Copy of Contract u Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan L3 Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses Li Copy Of Contract a Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) r� Building PP Permit Application o Certified Proposed Plot Plan e/ Photo of H.I.C. And C.S.L. Licenses iz-r/ Workers Comp Affidavit u./Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract U✓Mass check Energy Compliance Report o 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 I i Doc:Building Permit Revised 2014 of NORTH�� .fir o `e''• OL 1 i i M�3�CIN`'E449 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 372-15 on 10/17/2014 Date: May 26, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 91 Boston Street MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Joseph Franciosa 91 Boston Street North Andover,MA 01845 1:&-"/"/&nm� Building Inspector Fee: PrePaid $100.00 Receipt: 28153 Check : 2134 NORTil q 0 STIED 6 = tiO 6 oL APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION �ppR,Tgo_ BUILDING PERMIT # l . ._ fJ �SSACHU`��� ADDRESS/LOCATION OF PROPERTY: I r_� .2 Map 10 Parcel /D 7A Lot Number �O SUBDIVISION: Iy r DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($ 0 L BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. 11 APPLI kGfiATURE i Permit Issued to: Address: �w� (� d f `�l '��2 IN�St a O I`s- ROUTING TOWN ENGINEER; SITE PLAN—DRIVE-WAY REVIEW G CONSERVATION PLANNING D /V/ f yl II DPW-WATER METER y SEWER CONNECTION w (\ DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW , -A6 C SIGNATURE File:Application for OC form revised Jan 2007/2011 � i t%ORTH Town of E : 1j' ndover .yam. No. *yy T T Z y o Kh ver, Mass,pO COC.IICHIWICK RA7ED S V BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System" '- THIS CERTIFIES THAT ................�. . ,�Q .....................! :G;wt..................................... N cTo has permission to erect .......................... buildings on .....:J.. ....... . .......................... Foundation QQ :Rough to be occupied as ..... 55..�C ..... . .. ..........��. . �'1-.�... .... W.L.............................. chi ' provided that the person accepting this permit shM in eve ryrespect con rm to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. P ING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final 4zo PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSP CTOR L 0_0 UNLESS CONSTRUCTIO T TS SRou Ok, ZZ- 0 sP�tz CV OG• Servic .. ... ......... .. .., ... .�•.�. BUILDING INSPECTOR nna GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final z 4j No Lathing or Dry Wall To Be Done FIRE DEPART ENT Until Inspected and Approved by the Building Inspector. B,4,4er Street No. .'�� i Smoke Det. O# ,O pYN 1N O ti p {i # 'l OLn. r19 ' �SSACHSE CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 372-15 on 10/17/2014 Date: May 26, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 91 Boston Street MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Joseph Franciosa 91 Boston Street North Andover,MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 28153 Cheek : 2134 I i NOR H 2 is O O APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION C, eyb C1` �so ren� BUILDING PERMIT # 7 — 9SAC-lus ADDRESS/LOCATION OF PROPERTY: i;�o5n �`IY22� Map � Parcel 107A Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($ 0 L BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLI IG ATURE Permit Issued to: lse4 Address: ewi; �(yy\ OrN't C) /91&- ROUTING ) SROUTING TOWN ENGINEER; SITE PLAN—DRIVE-WAY REVIEW F?-r 4 CONSERVATION Id-n, f PLANNING ITIS`, IVA ,V I DPW-WATER METER Q/ 160 l�� SEWER CONNECTION �(ti DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW 0 SIGNATURE File:Application for OC form revised Jan 2007/2011 OORTH Town of 2 s _ ndover O 0 o�h ver, Mass, O cocNlcftfmcK y1. 0 RATE V jkv, 1 V BOARD OF HEALTH Food/Kitchen PERMIT T LD - 'Septic System" `- THIS CERTIFIES THAT ,,,,.,,, I�LBu� NG ECTO has permission to erect .......................... buildings on .....1.........4 ........6:3................. Foundation ;Rough to be occupied as .....ag-x-:..... . .... ........... hVk1.�.... ...... �- �''' .. �............................... `Chi provided that the person accepting this permit sh in eve respect conform to the terms of thea application every p pp on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. P ING INSPECTOR Rough ' s _; ✓ VIOLATION of the Zoning or Building Regulations Voids this Permit. Final qs-G)o PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSP CTOR L 0_0 UNLESS CONSTRUCTIO T TS Rou pk, -ZZ- 0 s C V 0 �G• Servic AC Ale ..................... ..... ................................................ ina BUILDING INSPECTOR GAS INSPECTOR i ,IL Occupancy Permit Required to Occupy Buildin Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final p Y p �i No Lathing or Dry Wall To Be Done FIRE DEPART ENT Until Inspected and Approved by the Building Inspector. Bir Street No. Smoke Det. �aORTil q Z' 6 sb APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION 41 3�s RATED BUILDING PERMIT # + SACHUS r J r '�r ^ � ADDRESS/LOCATION OF PROPERTY: I `?c�`, r� ~ i Y� I Map /0 Parcel /07A' Lot Number. SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: ! J CLOSING DATE ON PROPERTY:____ FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($ .0 L BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLIVADft IG ATURE Permit Issued to: (r) Address: 00"je- 4 ° r OMS_ ,Sy ROUTING , TOWN ENGINEER SITE PLAN-DRIVE-WAY REVIEW Idl CONSERVATION PLANNINGI ✓` � DPW-WATER METER SEWER CONNECTION DPW MUST IND'ICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/]NSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 • S�gftEDj6g6� . • PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 5/20/15 This is to certify_ that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair of an On-Site Sewage Disposal System By: Bill Hall At: 91 Boston Street Map 107.B Lot 0040 North Andover, MA 01845 ,T&. Issuance of this coifcatIall not be construed as a guarantee that the system will function satisfactorily. Michele Grant Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com _._..._ _ _.._ _.. ._ ......._.._ — —., .-._ .__.------- _....... c- C� old,, Cly 5w "G GERTIFICAT E.OF COMPLIANCE M.G.L.CHAMR 148, SECTIONS 26F 26r"/!z City or Town ►his Ct- Mes that the property ladled at his hE=n*pped'�epproved smoke de6Ector3,and o<xbort rrionaxlde dar is acid was found to be in campliance with Massachusetts General Law,Chaptef 1 As Sections 25,26FY2 slid �tiR 31 Inspecaa vTeskng compieted on: ey: Fri raid: SO Heal of Fire Qepartrni efi Note:This c�tif cata expires d,cy(60)days eftar Bete of Issue. . ( SaLERS copy ql &-ld-7w �. ENERGY STAR Qualified Homes Thermal Bypass Inspection Checklist Yp P Home Addtt=ss:91 Boston St. City.N.Andover State:MA Thermal Bypass Inspection Guidelines Corrections Builder Rater N/A Needed I Verified I Verified 1. Overall Air Barrier Requirements: and Thermal Insulation shall be installed in full contact with sealed interior and exterior air barrier except for alternate to interior air barrier Barrier Alignment under item no.2(Walls Adjoining Exterior Walls or Unconditioned Spaces) All Climate Zones: 1.1 Overall Alignment Throughout Home ❑ 48- ❑ 1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space) ❑ ❑ } ❑ 1.3 Attic Eave Baffles Where Vents/Leakage Exist ❑ ❑ E5 1 ❑ Only at Climate Zones 4 and Higher. 1.4 Slab-edge Insulation(A maximum of 25%of the slab edge may be ❑ ❑ ❑ uninsulated in Climate Zones 4 and 5. iEi- Best Practices Encouraged,Not Re 'd.: 1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher) ❑ ❑ ❑ -� 1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPs,ICFs) ❑ ❑ ❑ Et- 2. Walls Adjoining Requirements: Exterior Walls or . Fully insulated wall aligned with air barrier at both interior and exterior,OR Unconditioned .Alternate for Climate Zones 1 thru 3,sealed exterior air barrier aligned with RESNET Grade 1 insulation fully supported Spaces . Continuous top and bottom plates or sealed blocking 2.1 Wall Behind Shower/Tub ❑ ❑ -B- ❑ 2.2 Wall Behind Fireplace ❑ ❑ "'ffr- ❑ 2.3 Insulated Attic Slopes/Walls ❑ ❑ ❑ 2.4 Attic Knee Walls ❑ ❑ ❑ 2.5 Skylight Shaft Walls ❑ ❑ ❑ 2.6 Wall Adjoining Porch Roof ❑ ❑ -P• ❑ 2.7 Staircase Walls ❑ ❑ ❑ 2.8 Double Walls ❑ ❑ -ff- ❑ 3. Floors between Requirements: Conditioned and •Air barrier is installed at any exposed fibrous insulation edges Exterior Spaces • Insulation is installed to maintain permanent contact with sub-floor above including necessary supports(e.g.,staves for blankets,netting for blown-in) • Blanket insulation is verified to have no gaps,voids or compression. . Blown-in insulation is verified to have proper density with firm packing 3.1 Insulated Floor Above Garage ❑ ❑ .�._ ❑ 3.2 Cantilevered Floor ❑ ❑ 4. Shafts Requirements: Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with caulk or foam(provide fire-rated collars and caulking where required) 4.1 Duct Shaft ❑ ❑ .9-- ❑ 4.2 Piping Shaft/Penetrations ❑ ❑ _r ❑ 4.3 Flue Shaft ❑ ❑ -4�1- 1 ❑ 5. Attic/Ceiling Requirements: Interface • All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed with caulk,foam or tape . Movable insulation fits snugly in opening and air barrier is fully gasketed 5.1 Attic Access Panel(fully gasketed and insulated) ❑ ❑ ❑ 5.2 Attic Drop-down Stair(fully gasketed and insulated) ❑ ❑ ❑ 4�1- 5.3 Dropped Ceiling/Soffit(full air barrier aligned with insulation) ❑ ❑ ❑ 'B- 5.4 Recessed Lighting Fixtures(ICAT labeled and sealed to drywall) ❑ ❑ -E3_� ❑ 5.5 Whole-house Fan(insulated cover gasketed to the opening) ❑ ❑ ❑ -e- 6. Common Walls Requirements: Between Dwelling Gap between drywall shaft wall(i.e.,common wall)and the structural framing between units is fully sealed at all exterior Units boundary conditions 6.1 Common Wall Between Dwelling Units ❑ El ❑ Home Energy Rating Provider: Tom Barnes Rater Inspection Date: 3-6-15 I Ins ection Date: 3-6-15 Home Energy Rater Company Name: GDS Associates Builder Company Name: Home Energy Rater Signature: gBuilder Employee Si nature: R.A.M. ENGINEERING ROBERT A. MASYS, P.E. 160 MAIN STREET HAVERHILL, MA 01830 TEL: 978-372-0449 FAX: 978-372-7183 February 16, 2015 Stephen Franciosa 91 Boston Street North Andover, MA. RE : 91 Boston Street, North Andover, MA. Mr. Franciosa, I have inspected the framing of the house located at the above address, and it is my opinion that the existing building meets the International Residential Code for One and Two Family Dwellings,Chapter 6—Wall Construction. If you have any questions, please contact me. -A U.: Very tr y yours y. RQB YS Nd.29174 Re ert A. a s, P. ss�cM i.��• R.A.I . ENGINEERING ROBERT A. MASYS, P.E. 160 MAIN STREET HAVERHILL, MA 01830 TEL: 978-372-0449 FAX: 978-372-7`183 February 17, 2015 Stephen Franciosa 91 Boston Street North Andover, MA. RE :91 Boston Street, North Andover, MA. Mr. Franciosa, I have inspected the framing of the house located at the above address, and it is my opinion that the existing building meets all the structural requirements of the International Residential Code for One and Two Family Dwellings. If you have any questions, please contact me. '4 Ve ruiy yours, Robe `A. Masy , E. R. A.M. ENGINEERING ROGIENT A. A-GY!* P.E. *60 MAIN 1 IRFICY f4^VCf*"iL0L. #4A, 01830 IMAXi 0118-222-7103 Stephen FrwKfoss 91 i4awy,. h-A - .,MA 1 h" the at the add - ttbfty Donlan thm the - s '; i1lejMhC[T Oild Tvm faMitj OweftL youhawcaaV WWI%FkAsOftnUd rile. Vefy { #.# * + trit AX ' Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 375,000.00 m $ - $ 4,500.00 Plumbing Fee $ 562.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 562.50 Total fees collected $ 5,725.00 91 Boston Street 372-15 on 10/17/2014 Single Family Home w o o O 7 C f EXISTING FOUNDATION ELEV.=205.9' 53.7' 580 #91BOSTON ST. o 38.2 22.0' a _ 3.0 1 ' 10.0c 13.0' ' I� ' I W I 150.0' O 2� MICHAEL 9C' O J. G lA SERGI 1 BOSTON STREET v ANo.33y �OFESSIo�P lyNo SURNJ I CERTIFY THAT THE PRIMARY STRUCTURE SHOWN CONFORMS TO THE HORIZONTAL SETBACK REQUIREMENTS OF THE LOCAL APPLICABLE ZONING BY-LAWS IN EFFECT WHEN CONSTRUCTED. (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER FOUNDATION LOCATION ORDERS TOF COND TION EOVENTHnIS DRAWING SHALL NOT BE USED BY THE CLIENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED CLIENT. J.FRANCIOSA ABOVE,EXCEPT WITH THE WRITTEN PERMISSION OF CHRISTIANSEN &SERGI INC.FURTHERMORE THIS DRAWING IS THE COPYRIGHTED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY UNAUTHORIZED USE IS PROHIBTED.CHRISTIANSEN&SERGI TAKES LOCATION:ANDOVER,MASS. NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OF THIS DRAWING OR ANY INFOR-MATION CONTAINED HEREON. DATE:14/11/14 SCALE:1'=40' PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRISTIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX.978-372-3960 DWG.N 0.:14050.001.006 w 0 0 0 C) O f7 EXISTING FOUNDATION ELEV.=205.9' 53.7' 58.01 #91 BOSTON ST. 22038.2' z 13.0' 0 13.0' I� W 150.0' t 2� MICHAEL 90ti O J. G SERGI 1 BOSTON STREET A"°.33 191- y %PESSIO'�PQ -'AO SURV�O I CERTIFY THAT THE PRIMARY STRUCTURE SHOWN CONFORMS TO THE HORIZONTAL SETBACK REQUIREMENTS OF THE LOCAL APPLICABLE ZONING BY-LAWS IN EFFECT WHEN CONSTRUCTED. FOUNDATION LOCATION (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER RESTRICTIONS SUCH AS COVENANTS,WETLANDS,EASEMENTS, ORDERS OF CONDITIONS,ETC.)THIS DRAWING SHALL NOT BE USED BY THE CLIENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED CLIENT. J.FRANCIOSA ABOVE,EXCEPT WITH THE WRITTEN PERMISSION OF CHRISTIANSEN &SERGI INC.FURTHERMORE THIS DRAWING IS THE COPYRIGHTED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY UNAUTHORIZED USE IS PROHIBITED.CHRISTIANSEN&SERGI TAKES LOCATION:ANDOVER,MASS. NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OF THIS DRAWING OR ANY 1NFOR.MATION CONTAINED HEREON. DATE:14/11/14 SCALER"=40' PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRIS TIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX.978-372-3960 DWG.N 0.:14050.001.006 NORTH own of E ndover No. I � 2 h o h ver, Mass, O coc"Ic"IWICK 1' 0,44T, U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT k f� �,,�,'r CICI ,,,,,,,,, ,,,,,, ,,,,,, BUILDING INSPECTOR .................... . . ,� ................... ...................... has permission to erect buildings on q.[ i6 Foundation QRough to be occupied as ..... 55.. ..... .... ...........��"" vy4.,.... ...... Wli." --................... Chimney provided that the person accepting this permit sh in eve�respect con rm to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final qs-G)o PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR ( 0-0 UNLESS CONSTRUCTIO"TAffS Rough too �G• Service ..................... ..... ................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. i Massachusetts-Department of Public Safety f Board of Building Regulations and Standards Construction Supemkor License: CS-010578 STEPHEN P FRANIO . 8 NEWELL FARM DRt W NEWBURY Na 0)98L Expiration j Commissioner 12/18/2015 GDS Associates,Inc. GDS Associates,Inc. AIR LEAKAGE REPORT Date: May 14,2015 Rating No.: GDS-NG-MA-SR-6537 Building Name: Boston St.-91 Rating Org.: GDS Associates,Inc. Owner's Name: Phone No.: (603)656-0336 Property: 91 Boston St Rater's Name: Steve Roy Address: North Andover,MA 01845 Rater's No.: 0366186 Builder's Name: Franciosa Construction Inc. Weather Site: Georgetown,MA Rating Type: Confirmed File Name: Final-91 Boston St..blg Rating Date: May 08,2015 Blower door test Whole House Infiltration Heating Cooling Natural ACH: 0.22 0.19 ACH @ 50 Pascals: 3.06 3.06 CFM @ 25 Pascals: 816 816 CFM @ 50 Pascals: 1281 1281 Elf.Leakage Area: [sq.in] 70.3 70.3 Specific Leakage Area: 0.00018 0.00018 ELAM00 sfshell: [sq.in] 1.17 1.17 Duct Leakage Leakage to Outside Units Ducts Ducts CFM @ 25 Pascals: 60 27 CFM25/CFMfan: 0.0361 0.0162 CFM25/CFA: 0.0430 0.0194 CFM per Std 152: N/A N/A CFM per Std 152/CFA: N/A N/A CFM @ 50 Pascals: 94 42 Elf.Leakage Area: [sq.in] 5.17 2.33 Thermal Efficiency: N/A N/A Total Duct Leakage Units CFM25/CFA CFM25/CFA Total Duct Leakage: 0.0430 0.0194 Ventilation Mechanical: Exhaust Only Sensible Recovery Eff.(%): 0.0 Total Recovery Eff.(%): 0.0 Rate(cfm): 65 Hours/Day: 24.0 Fan Wafts: 35.0 Cooling Ventilation: No Ventilation ASHRAE 62.2-2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2-2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residenti Buildings,a minimum of 58 cfm of mechanical ventilation must be provided continuously,24 hours per day. Alternatively,an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example,a 116 cfm mechanical ventilation system would need to operate 12 hours per day,as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation,Boulder,Colorado. HOME PERFORMANCE WITH ENERGY STAR. ENERGY RATING CERTIFICATE HERS® Index Q More Energy 150 140 GDS Associates, Inc. Existing 13° GDS Associates, Inc. Engineers and Consultants Homes120 Engineers and Consultants, Estimated Annual Energy Cost 110 Estimated Annual Energy Consumption Standard 100 $iyr New Home 90 MMBfu/yr 4000 3956.6 80 140 120.4 120 3000 2201 7 70 This Home 100 74.8 2000 ' 60 6,) 80 1055.4 60 1000 531.7 ___. 50 n n A " 40 18.3 25.1 0 95.9 72.1 40 20 2.2 °c_' ca o� 30 0 as ci h m o io Q rb t° c c c 4 T U 2 y i U 20 M °o c19i o 3 �' a Zero Energy 10 ro fi Home 0 3 `� Less Energy Name: Boston St.-91 Annual Estimates': Address: 91 Boston St Electric(kwh): 7759 GDS Associates,Inc. North Andover,MA 01845 Propane(Galions): 1029 1155 Elm St. �-I House Type Single-family detached CO2 emissions(Tons):10 Certified Rater: Steve Roy Cond.Area: 2789 sq.ft. Annual Savings": $3525 Rater ID: 0366186 D Rating No.: GDS-NG-MA-SR-6537 Registry ID: 023525525 Issue Date: May 14,2015 'Based on standard operating condition. Rating Date: May 08,2015 GDS Associates, Inc. Certification Verified ""Based on a HERS 130 Index Home REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET HOME ENERGY RATING_ Standard Disclosure For home located at: 91 Boston St City: North Andover State: MA 1. X The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating,the Rater or Rater's employer has also provided the following consulting services for this home: A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify below) 3. X The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home X C. An employee,contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products,which may include: Installed in this home by: OR Is in the business of: HVAC systems Rater Employer Rater Employer Thermal insulation systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction(builder,developer,construction Rater Employer Rater Employer contractor,etc.) Other(specify below): Rater Employer Rater Employer I attest that the above information.is.true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8.of the standard and are posted at htip://resnet.us/standards/RESNET—Mortgage_lndustry_Nabc The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Steve Roy 0366186 Rater's Printed Name Certification# May 14,2015 Rater's Signature Date RESNET Form 0300-2 i RESNET HERS Index Certificate HERS"'Index 91 Boston St North Andover,MA 01645 1More Energy Registry Rater:Steve Roy 0 150 g 25 140 Annual Estimates': Elec(kWh): 7759 Prop(Gallons): 1029 Existing 130 CO2 emissions(Tons):10 Homes t20 Energy Savings($)":3525 li Based on standard operating conditions 110 '"Based on U.S.DOE designation of a HERS Standard 100 Index of 130 as the'Typical Existing Home' New Home 00 'II 80 I 76 This Home 00 GDS Associates,Inc. 1155 Elm St. so Manchester NH 03101 40 603-656-0336 30 20 10 This home has been inspected Zero Energy Home4 and performance tested in accordance with Chapter 3 of REZET Less Energy the RESNET standards. www.resnet.us HOME CERTIFIED TO MEET THE PROVISIONS OF THE 2009 INTERNATIONAL ENERGY CONSERVATION CODE This home built at 91 Boston St, North Andover , MA by Franciosa Construction Inc. exceeds the minimum requirements for the 2009 International Energy Conservation Code May 08,2015 Building Features Ceiling Flat: R-38.0 Duct Leakage to Outside: 60.00 CFM @ 25 Pascals Sealed Attic: NA Total Duct Leakage: 60.00 CFM @ 25 Pascals Vaulted Ceiling: NA Infiltration: Htg:1281 Clg:1281 CFM50 Above Grade Walls: R-21.0 Window: U-Value:0.290,SHGC:0.250 Foundation Walls: R-0.0 Heating Fuel-fired air distribution,Propane,96.1 AFUE. Exposed Floor: R-30.0 Cooling N/A Slab: None Water Heating Conventional,Propane,0.64 EF,40.0 Gal. Duct: R-8.0 The organization below certifies that the proposed building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in compliance with Chapter 4 based on Climate Zone SA and with all mandatory requirements. Name: Steve Roy Signature: Organization: GDSAssociates,Inc. Date: May 14,2015 The 2009 International Energy Conservation Code Is a registered trademark of the International Code Council,Inc.("/CC"). No version of this software has been reviewed or approved by ICC or its affiliates. REM/Rafe-Residential Energy Analysis and Rating Software 04.5.1 0 09 Registry ID: 023525525 in ' Rating Number: GDS-NG-MA-SR-6537 y MoRTGAGr/4. ' Certified Energy Rater: Steve Roy yo Joe Boston St.-91 9 Rating Date: May 08,2015 2 y� 91 Boston St Rating Ordered For: North Andover,MA 01845 No.1 98-098 •p ,� �g Estimated Annual Energy Cost Confirmed �ccRCOITAT00 S Stars Plus Use MMBtu cost Percent Confirmed Heating 74.8 $2202 57% Uniform Energy Rating System Energy Efficient Cooling 0 $0 0%Not Water 18.3 $532 14% 1 Star 1 Star Plus 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Hot Water Lights/Appliances 18.1 $$532 27% 500-401 400-301 300-251 250-201 200-151 150-101 100-91 90-86 85-71 70 or Less Photovoltaics 0.1 $ 0 -0% HERS Index: 61 Service Charges $72 2% General Information Total 120.4 $3861 100% Conditioned Area: 2789 sq.ft. HouseType: Single-family detached Conditioned Volume: 25101 cubic ft. Foundation: Unconditioned basement Bedrooms: 3 This home meets or exceeds the minimum Mechanical Systems Features criteria for all of the following: Heating: Fuel-fired air distribution,Propane,96.1 AFUE. 2009 International Energy Conservation Code Heating: Fuel-fired air distribution,Propane,96.1 AFUE. Water Heating: Conventional,Propane,0.64 EF,40.0 Gal. Duct Leakage to Outside: 87.00 CFM25. Ventilation System: Exhaust Only:65 cfm,35.0 watts. Programmable Thermostat: Heating:Yes Cooling:Yes Building Shell Features Ceiling Flat: R-38.0 Slab: None Sealed Attic: NA Exposed Floor: R-30.0 Vaulted Ceiling: NA Window Type: U-Value:0.290,SHGC:0.250 Above Grade Walls: R-21.0 Infiltration Rate: Htg:1281 Clg:1281 CFM50 Foundation Walls: R-0.0 Method: Blower door test Ughts and Appliance Features Percent Interior Lighting: 100.00 Range/Oven Fuel: Propane GDS Associates,Inc. Percent Garage Lighting: 100.00 Clothes Dryer Fuel: Electric 1155 Elm St. Refrigerator(kWh/yr): 500.00 Clothes Dryer EF: 3.01 Manchester NH 03101 D Dishwasher Energy Factor: 0.72 Ceiling Fan(cfm/Watt): 225.00 603-656-0336 The Home Energy Rating Standard Disclosure for this home is available from the rating provider. GDS Associates,Inc. REMIRate-Residential Energy Analysis and Rating Software v14.5.1 4 11,J:r,._v, 31,J c< , This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation,Boulder,Colorado. REScheck Software Version 4.5.0 Compliance Certificate Project Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,552 ft2 Glazing Area 12% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 91 Boston Street North Andover.MA . . Compliance: 3A%Better Than Code Maximum UA: 293 Your UA: 283 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area GI zing 'Cavity C6nt. Assembly or . Door, Perimeter �-�U7!FaCio� Ceiling 1:Flat Ceiling or Scissor Truss 1,564 49.0 0.0 0.026 41 Wall 1:Wood Frame, 16"o.c. 2,176 21.0 0.0 0.057 107 Window 1:Vinyl Frame:Double Pane with Low-E 191 0.300 57 Door 1:Solid 40 0.190 8 Door 2:Glass 60 0.300 18 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,564 30.0 0.0 0.033 52 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 2012 IECC requirements in REScheck Version 45.0 and to comply with the mandatory requiremenMVIA d in the R Scheck In n Checklist. ICA 1AL: V�- yin G-I wh.�. S� c,r.ti V�! �- Name-Title Signature Date I I Project Title: Report date: 09/08/14 Data filename: C:\Users\Martha\Desktop\2011\2014-Steve Franciosa.rck Page 1 of 8 2012 iECC Energy Efficiency Certificate Wail 21.00 Floor 30.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.30 Heating System• Cooling System: Water Heater: Name• Date• Comments CONT.RIDGE VENT IO 12 Uj FFH n- -1 ITTj olI o a o o ao 0 T"FLUTED CORNER WARD TYPICAL IN FRONT I L11 ® ® ' ❑ ❑❑ ❑ ® ' ® 'a 2'CANTILEVER FIREPLACE� FAMILY ROOM LEVEL 0 oaLLLJo oo a aaoa 3 -Q -® FIRST FLOOR LEVEL FRONT ELEVATION FT C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sys .291 74 a DEC.3,200a DRAWN BY: � MARTHA MACINN15 FROFOSED NEVI CONSTRUCTION 58 REGENT AVE. ARRONHEAJ) CIRCLE HILLS-MORE G0N5TRUGTI0N CO., INC BRADFORD, MA. 01555 (cM5)5'T4-8'714 RONLE`(, Mfg. 10 12 10 12 12"OVERHAN6,TYPICAL 4"CORNER BOARDS ❑ ® a El El exs4^ LEFT SIDE ELEVATION RIOHT SIIDE ELEVATION nrsl— 1 '- F0'.2D9a4 S 77 5' 10' SGQIe: DEG.B,20oa DRANN BY: MARTHA MAGINNI5 fi ROF05E7) NEN CONSTRUCTION 58 R,=6eNT AVE. BRADFORD, MA. 01835 ARROWHEAD G I RGLE HILL5-MORE GON57RUG7ION CO., INC, (x"15)374-51141 RONLEY, MA. � ❑ oIF7 -L==JLI ED 1:3 ■ ❑ 4"CORNER BOARDS &AS FIREPLACE 4"f.ORNER BOARDS L! REAR ELEVATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — s A�p° MA S OI' 2' B' 4' S' 10' lyq c scale: DEG.B,2OOa MARTHA MAGINNI5 FROP05ED NEW GON57RUG7I ON 58 REGENT AVE. ARRONHEA1D G I RGLE HILLS-MORE CONSTRUCTION CO., INC BRADFORD, MA. 01.555 la'r8)s-r4-e-rla ROWLEY, MA. 16 25' b �, '.Ow—FILLED SONOTUBE WITH 24" 11516FOOT"FOgTIN5 FOUNDATION FOR DECK,4' BELOW GRADE,TYPICAL NOTE: 10' LINE OF DECK ABOVE FOUNDATION WINOOW5 SHALL BE INSTALLED AT THE BUILDER'S DISCRETION-DEPENDING ON GRADIN6 , -52' — — — — — — — — — — — — — — — — — — — — — — — — — — UP 8"CONCRETE FOUNDATION 10"X20"GONGRETE FOOTING I ( I ( I I (3)2X/ °OST 7'-4" 7' 51-511— FOR BEAM GARAGE 5LAS SHALL ABOVE I I I I BE 65" HIGHER THAN r — — -- — — —� BASEMENT SLAB e — -I--e-- — — _�— I \ I I 24 4"CONCRETE SLAB W/ BEAM POCKET I BEAM POCKET I b MIL POLY VAPOR BARRIER\ 5-1/2"STEEL LALLY COL, I \ ON 501XIS"GOVT,GONG. II FOOTING,TYPICAL 4"CONCRETE SLAB W/ 14' I I BARRIER I I SIMPSON STND 14 STRAP b MIL POLY VAPOR 6 REQUIRED S/8" m ANCHOR BOLT — 5 REQUIRED *4 REBAR-TOP AND BOTTOM OF WALL WITH GORt�R DOWELS UP 8"CONCRETE FOUNDATION �--3'-10"--� 10"X20"CONCRETE FOOTING - - - - - - - - - - -� L - - - - - - - - - - - - - - - 2' 2' — — — — — SEE SKETCH I-F FRAMING 10"COW—FILLED 50NOTU5E SKETCH 1-5 SHEATHING FOR FND.FOR FRONT DOOR LANDING, INE OF PLATFORM— GARAGE DOOR FOUNDATION 4'BELOW&RADE,TYPICAL ABOVE �b' REQUIREMENTS b - s LOrSi�0 • ee!((�� �� 5ASEiMENT/FOUNDATION FLAN 7A O 1' 2' S' 4' S' 10' SGQIP: /� DEC.5,2005 G MARTHA MACINN15 FROF05ED NEN CONST i UGTI ON 58 REGENT AVE. ARRONHEAD CIRCLE HILLS-MORE C,0N57RUC,7ION CO., INC, BRADFORD, MA. 01855 (�t'18)374-8"11Q RONLEY, MA. I6' 25' 3 � 4 ---TFT t _ CANTILEVER a 5 2X8 016'OG, IO' PT JOISTS FOR DECK CONSTRUCTION 31-I/4'X 4I-1/2' 41-I/2"X 4i-I/2" 2X8 PT (1-X8 HEADER (3)2X8 HEADER LEDGER BOARD 6'-3" 12'7I : I -r4-v2"x as•Ro __ 5050 I 2430 J I I I D B50 0 Q B33 I SB56 I�DW31�B 4 6/6 8 2'8/6 DN (3)2 X'B 6HEADER (5)2 X 8 6HEADER 4-a PEDESTAL 51NK w W K I TOREN =✓ KITCHEN CABINET BLOCKING fo X 2'6/6'8 -7 BREAKFAST 12' up go VINYL 2X6 WALL \\� POST AREA FOR BEAM A \\ ABOVE FOX4 POST \ FOR BEAM \ 32 C.O. 2X6 BEARING WALL ABOVE 5'G.O. \ � (2)2X10 B24 —�—RAILING ---_---------- ryDN _� 5912 2450 ——————— --- FAMILY ROOM — --____ \\ 24' ——————— —— NOTE: G.O. FAMILY ROOM FLOOR 5HALL (3)2X4 POST 26/68 FBE 45'LOOR H16HER THAN FIRST FOR BE ABOVE 1 L I V I NO I �-VAULTED CEILING CARPET D I N I NO CEILING SHALL BE NO HI611 ROOM ROOM THAN 1'-10"ABOVE TOP PLATE xu TOP ST STAIR 14' CARPET POST WI 1�' X BALUSTERS ITO -7 R LIP TOP OF BALU5TER 4 STRINGER SHALL BE 5B' i_qn i 14 x 454' �x G 4 ry 35" .O--"-I IN 52"X 60' 52"X 60' I I ry 52'X 60" 52"X 60' (5)2 X 8 HEADER (3)2 X 8 FADER (3)2 X 8 HEADER (5)2 X 8 HEAD 2'CANTILEVER (3)2X10 HEADER I 7L=E� INSTALL(2)JACKS, 4 I b I PER SIDE 6, 4, �, 1O ? °U \1v� T -'1 51 X 61bLI ..yyQ BERT ALAN- 4,4" LAN ( f LEDGER BOARD 10 �4A5u5 ` cn F 1 R57 FLOOR FLAN O 1' 2' 5' 4' 5' IO' t' FRONT DOOR HAS RO■ SGQIE: 64-1/2'X 85" DEC-4,20011 MARTHA MAGINNIS F ROF'OSED NEIN GONSTRUGTI ON 55 REGENT AVE. ARRONHEAE7A CIRCLE HILLS-MORE CONSTRUCTION CO., I NO BRADFORD, MA. 01555 �a�5)s�4-5-r1a ROWLEY, MA. 30-1/4 X41-1/2° 30-I/4' 41-1/2' (2)39 C 60 (3J2X8 (3)2X8 ER (3)2X8 HEADER CARPET WALK Co2x6 WALL IN I p: CLOSET 49"VANlrr 49'VANITY CARPET -� (2)2X4 I C'. I � L I BEDROOM f m O O E '3 N (2)2X8 ER N (2)2X8 HEADER 2'8/6'8 (2)2X8 HEADER (2)2X4 HEADER (2)2X4 HEADER I Q m 2')/6'8 N r� i DN G1 (2)2X10 HEADER Z-4" MA5TER BEDROOM OPEN 0 (2)2X4 HEADER TO BELO ry 9'-6°CEILING HEIGHT X h CARPET .N. _ I BEDROOM ` CLIP GEILIN6 ——— I CARPET T NLIP Xp ',\p 11 2x10 HEADER qNi ry � I N CARPET 41 32 X 60 , 32 X 60 52 X 60 32 X 60 t (3)2Xb HEADER (3)2X8 HEADER (3)2X8 HEADER (3)2X8 HEADER (3)2X9 HEADER 2i 2- 6'6. 4' 10' SECOND FLOOR FLAN ������Orr���� ROBERT ALAN O I' 2' 3' 4' S' 10' p MASYS SGQIP,: � Cof1d.2917 4a-: DEG.3,2009 PRAM 5`r: MARTHA MAGINNI5 ��0 'OS�D NEN GONST''UGTION 58 RECENT AVE. ,�Ri�O1�lH��D G I i�GL� HILL5-MORE GON57RU07I0N GO., INC BRADFORD, MA. 01835 (a-r8)3'14-B�Iq ROWLEY, MA. 10 CONT. RIDGE VENT FIBER5LA55 SHINGLES 1/2" EXT. PLYHD. SHEATHING 2X10 ROOF RAFTERS PROVIDE SAFETY R= . FIBERGLASS BATT IN5UL. USE SIMPSON H-23A RAILING 36" HIGH G HURRICANE CLIPS AT AT 5TAIRNELL END OF EACH RAFTER CONT. MTL. DRIP EDGE J 8� 14 RI5ER5 ® 7.7" EA. CONT. SCREENED SOFFIT VENT 0 13 TREADS ® 10" EA. 3/4" T$O PLYHD. OL Q" STRINGER 5UBFLR. 2X10 FLR. JOISTS ® 16" O.G. n Q14 RISERS ® 7.7" EA. VINYL SIDING 13 TREADS ® 10" EA. 1/2" EXT. PLYHD. SHEATHING 8, O q" STRINGER 2X6 STUD HALL R=30 FIBERGLASS - 7I5ERGLA55 INSUL. P-:= Zt IN5UL. IN BA5EMENT CEILING 1/2 GYP. HALLBD., HALL5 4 CL65. TYP. -- HOU5EHRAP EQUAL TO "TYVEK" IRT 14 R15ER5 ® 7.7" EA. it 13 TREADS ® 10" EA. I , T- 2X12 61RT -6 Q" STRINGER 6'-6 11 LALLY COL 10" CONT. GONG. FND. COW-RETE 5LAS YV/ BITUM. DAMPPROOFING 10"X20" CONT. GONG. FTG. 4� aaAA , 4" GONG. SLAB ;`"L' 6" GRAVEL N/ — — — — — — — ROBEr,T ALAN" 6 MIL POLY VAPOR BARRIER FTG. S FND. AT GARAGE ENTRANCE v MASYS T`YP I GAL V�ALL SEOT 1 Oil Mo.29174, � DEG.s,2 DRAHN 51': MARTHA MACINNI5 FROFOSED NEN C ON57RUGTION 55 REGENT AVE. ARRONHEAD G I RGLE HILLS-MORE CON5TRU07ION CO., INC BRADFORD, MA. 01555 M75)374-871q RONLEY, MA. 5TRUCTURAL 6ENERAL NOTES, I. ALL LVL BEAMS SHALL BE I LEVEL BY WEYERHAUSER TRUS JOIST. ALL INSTALLATION TO BE PER MANUFACTURERS REGOMMENIPATIONS AND SPECIFICATIONS. PROPERTIES, E•1,9000OOPSI,Fb■ 2,60OP51 ALL COLUMNS DE516NATED ON DRAWIN65 TO BE PARALAM PSL 1.8E 2500EG. DO NOT NOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFACTURER 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAM5 OF THREE MEMBERS OR LE55 TO BE NAILED TOGETHER WITH 5 ROW5 Ib d O 12"O.G. STA66ER OR OFFSET EACH ROW BY 12'OR AS SHOWN ON DRAWIN65. 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE MEMBERS TO BE BOLTED T06ETHER WITH 3 ROWS OF 1/2'DIA.BOLTS, ANSI/ASME STANDARD BI'8.21-1981 O 12"O.G. 5TA66ER OR OFFSET EACH ROW. DOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM ED6E DISTANCE OF 2"AND WITH STANDARD WAS4ER5 AT BOLT HEAD AND NUT,OR AS SHOWN. 4. ALL LVL SEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS L15TED BELOW: 2 TO 3 LVLS-USE 3"X 35'; 4 LVLS-USE 43"X 35';5 LVLS-USE b'X 3S" OR AS DESIGNATED ON DRAWIN65 OR ON STEEL. 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 145"SOLID EACH SIDE. b. ROOF SHEATHING TO Be ATTACHED TO FRAMING WITH 8d NAILS O 6'OC O PANEL EDSE5 AND 12"O.G.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES Z. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS O 6'O.G.O PANEL EDGES AND 12'O.(:,.FOR ALL FRAMING MEMBERS NOT AT PANEL EDSE5. CORNER STUDS TO BE ATTACHED TOGETHER WITH A&D NAILS O 24"O.G. OR AS SROM ON DRAWIN65. t 6. 6YPSUM WALLBOARD TO Be ATTACHED TO FRAMING WITH TYPE W OR TYPE 5 t SCREWS IN ACCORDANCE WITHASTM G1002 O 12"O.G.ANS SHALL PENETRATE FRAMIN6 A MIN.OF 5/6'. 9. ALL OTHER FRAMING TO BE PER THE'Ith EDITION OF THE MASSACKSETT5 STATE DUILDIN6 CODE. FRAMING LUMBER tb•815 PSI,E=1,300,00 PSI. 10. ALL JOIST AND BEAM HAN&ER5 TO BE BY SIMPSON 5TRON6 TIE. INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. SPECIPIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD TIME FOR DELIVERY. USE SIMP50N HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR TRUSS. ALL EXTERIOR HANOER5 TO BE COR W ION PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURERS 13 RECOMMENDATION OR STAINLESS STEEL. II. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE MANUFACTURERS LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS FOR LVL BEAMS. 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. 13. BRING ALL DISGREPENGIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINEER PRIOR TO PROGEEDIN6 WITH GONSTRUCTIOK 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT DRAHN69 INGLUDIN6 SHOP DRAWIN65, 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. Ib. ALL BI&FOOTSYSTEMS TO BE INSTALLED PER BISFOOT INSTALLATION MANUAL. 1-1. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 P5F,DL 15 PSF,ROOF,60JND SNOW LOAD 50 P5F,DECK LL 60 P5F,WIND LOAD 100 MPH,EXPOSURE S. 18. FOUNDATION TO BE CAmElp DOWN TO UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS/50.FT. 14. WALL BRACING FOR THIS PROJECT 15 BASED ON SECTION 5602.10 OF THE 7th EDITION OF THE MA99CHU5ETTS STATE BUILDING GORE FOR 1 l 2 FAMILY DWELLIN69 AND ALTERNATES A5 INDICATED ON THE DRAWIN65. DO NOT MODIFY DOOR OR WINDOW OPENING WINDOW SIZES AND LOCATIONS,OR HEIGHTS AND LENSTH5 OF WALLS AS INDICATED r � 0F+F A ON THE ARCHITECTURAL DRAWINGS WITHOUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REOUIREMENTS OF THE CODE. 20. THESE 6ENERAL NOTES AND ALL THE PROJECT DRAWINGS TO W41GH THEY AREA 4 ROBERT ALAN PART OF ARE INTENDED FOR THE SPECIFIC LOACTION AND PROJECT INDICATED. MEWS DO NOT DEVIATE FROM THE DTAILS,DIMENSIONS AND MATERIALS SPECIFIED U WITHOUT APPROVAL OF THE ENGINEER No. 9174� 21. AT THE COMPLETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR 9 15 TO PROVIDE CERTIFICATION THAT ALL WORK WAS PERFORMED ACGORDIN6 TO THE DRAWIN55,DETAILS,NOTES,MANUFACTURERS INSTALLATION REOUIREMENTS AND THE 'Ith EDITION OF THE MASSACHUSETTS BUILDING CODE FOR 1 l 2 FAMILY RESIDENCES f V f4j DEC,3,2004 i DRAwN B,-: FROFOSED NEW CONSTRUCTION MARTHA MAGINNI5 RAM. Engineering I,�' 55 REGENT AVE. 160 Main Street ARROY`4HEAr7) C, I RriLE BRADFORD, MA. 0I535 Haverhill, MA 01830 (a'T8)3"14-aria ROWLEY, MA. HILLS-MORE GONSTRUGTION CO., INC USE 4X4 POSTS AT 50NOTU5ES WITH SIMP50N ABU44 BASE WITH 1/2"ANCHOR BOLTS AND PAIR SIMPSON AG4 OR ACE4 GAPS ALL WOOD USED FOR DECK (3)2X10 CONSTRUCTION SHALL BE PRESSURE TREATED SEE DECK NOTES- 2X6 O Ib'O.G. AT PERIIMETER RLIM ARD SHEET 12 1 (2)2X12 NV I/2` PLY 1 u Til 560 OTOS bridging at mldspan,tW. SIMPSON ITT 4 t 4 SIMPSON V�i414 2X10 O Ib°O.G HSR W/ (4)2X12 I _6❑ 0016 G BACKER BLOCK: a 3 Ih1PS0 ITT 414 ('3)2X6 REVEL 14'TJI 560 �41 (3)I.-15X11.25 LVL (2) I."!5 X 4125 LVL I I m Ib"OG 2)2X12 2X10TT 1 CONNECT TOGETHER WITH CONNECT INI 2 ROWS Tj cro�abrld 1 1 at midepan,typ. 2 ROWS 5"O Ib" 3-3/18°m (2"1 OG DOUBLE TJI 560 1411 (2)2X10 PER I.LEVEL RECOMMENDATIONS 2) (2)2X6 2X10 O 12"OG 2X10 O 12°OG 28-2L -------jF- r eantllovor STIFFENERS QED WALL PANEL SECOND FLOOR FRAMING PLAN (5) L-15 11.25 LVL WITH 5 ROWS AlCANTILEVER SIFT 8- ADDITIONAL CONNECTIONS ON SHEET 5"O 12"OC, HEADERS TO EXTEND FULL LENGTH OVER 6ARA&E LLS F I RST FLOOR FRAM I NC PLAN END IF FR R SEE F FAMING ATHINS SIMPSON H25 HURRICANE CLIP 15 SHEAT qOR F END OF EACH RAFTER,TYP SH9 FOR GARAGE DOOR (5)I6d NAILS GEILIN6 JOIST FRAMING REQUIREMENTS TO RAFTER TYP.AT TOP PLATE 2X10 O Ib"OG OVER NOTE, FAMILY ROOM GABLE WALL STUDS TO (2) O (2)2X10 MAX HEIGHT OF GEILIN6 BE CONTINUOUS FLOOR 2X10 O I °O TIE -"MIM'ABOVE PLATE TO GEILIN6 OR CONTINUOUS I I ( I t® h (2)1.'15 X 925 LVL (2)2X4 TO ROOF SIMPSON CONNECT TOGETHER O LSSU410 2XI2 P106E LrJc O1 2X12 R LSr ION WITH 2 ROWS 5-5/8' (8)Ib-d GEILIN6 O Ib'OG JOIST TO RAFTER- 2X10 O 16"O�OVER VAULTED GEILIN6 MASTER BEDROOM MAX HEIGHT OF GEILIN6 (2)2X10 (�) NI--415 LVL (9)Ib-d GEILIN6 TIE - 16°ABOVE ATE ( I GONN2GT TOS ETHER 2 ROr5THER s -Sia". JOIST TO RAFTER- XIO O I6"Or- m I6'OG VAULTED GEILIN6 2)I.TS X 925 LVL SIMPSON Li�MhT1 IMPSON A23 AT ATTIC FLOOR FRAMING PLAN EA.SIDE of LVL R'ISERTMASYS ! ROOF FRAMING PLAN y zI PCO.291/d a' DEC.5,2004 DRANNBY: MARTHA PROPOSED NEVI CONSTRUCTION MARTHA MAGINNIS R.AM. Engineering ll /� 58 REGENT A\/E. 160 Main Street ROV�II�T f D G I RG BRADFORD, MA. 01835 Haverhill, MA 01830 (4175)3-74-571a ROWLEY, MA. 0 HILLS-MORE CONSTRUCTION CO., INC i FIREPLACE R.O.- 41-1/4"W X 59-1/2'H OUTSIDE WALL (5)2X8 HEADER CHASE ON OUTSIDE WALL 2X4 SECOND WALL FOR FIREPLACE SUMP OUT 2" WALL RAIL MARBLE NOT USED 6 T�FOR 2Xb j MANTLE SEE x•15° 1 -IrJ-" 5'-II2' i 8' 8' 5EG7I0N thru PLATFORM DETAIL AT 565EMEN7 STAIR of GARAGE 1/2"=1'-O FIREFLAGE DETAIL 1/2"=1'-O 1/2 T- 2XIo 26" TOP CABINETS 1O 5/6"GYPSUM WALLESD. - KALL5 4 CEILINGS � 151 2X8 CEILING JOIST 2X10 2X6 STUD WALL 1 MAX 1 ELECTRIC. PANEL -4' 6-16d CEILING 2X6 WALL FOR JOPIST TO RAFTER 32 BOTTOM GAG5INETS 6ARA6E SLOB 8' CLOSET BLOCKING for KITCHEN 4DOUBLE WALL FOR ELECTRIC, BATH CABINE75 FANEL 11 SEGTI ON thru MASTER BEDROOM 1/2 -1'-0 1/2 =II-O ROBERT I/4 =I -O Dec.15, 2ooa � .d �a y� c,- DRAWN BY: MARTHA MAGINNIS RAM. Engineering PROF05ED NEVI GONSTRUGTION 58 REGENT AVE. 160 Main Street BRADFORD, MA. 01835 Haverhill, MA 01830 L (a�8)s-r�-8-rla ROWLEY, MA. Pit o H I LL5-MORE GON5TRUCTI ON CO., INC, f 7 1 4' 1X8 PT RISER 2X2 BEVEL ❑ PRE-GUT EALLU5TER GAP-2X4 PT 4'CANTILEVER - 2114 PT (g)2XIO GIRT I 5/4X6 PT DEGKIN6In 5/4X6 6" 10' IDc IXa STRINGER 1 AND RI M 2X8 LATTICE 4X4 PT POST,TYP. 4X4 PT— —7---IXS G1JP FOR IN POS I6' FRONT STEFS 2X,&XI4'FOR 4'CANTILEVER 1/2 =1'—o LEDGER BOARD FOR PLATFORM 4, I 2Xb LEDGER BOARD CANTILEVER J015T HANGER,TYP. BOLT PATTERN 1/2" cP4"&ALV.LA6 2X8 LEDGER BOARD BOLT WITH MASHER JOIST HANGER,TYP. DECK DETAILS OR 2 Rows 5-5/6" TTERN LETEN LBOLT OOK 012°OG ASTER 46AV LAS SOLT HITH wA5HER DECKS, PORCHES ANDS EXTERIOR STAIRS ALL EXTERIRO BIMP50N CONNECTORS TO BE DESIGNED FOR THE FOLLOWING LOADS: TO BE CORROSION PROTECTED. LIVE LOAD: 60 PSF - SNOW DRIFT IF CONTRACTOR TO COORDINATE TYPE OF APPLICABLE AND WIND UPLIFT FORGES CORROSION PROTECTION REQUIRED WITH THE TYPE OF PRESSURE TREATED STAIR TREADS: THE GREATER OF 60 PSF LUMBER SUPPLIED FOR EXTERIRO FRAMING OR A 500 LB. CONCENTRATED LOAD GUARD AND HANDRAIL5: 200 L55. IN ANY DIRECTION AT ANY POINT ALONG SPECIFIED HARDWARE MAY REGtUIRE A THE TOP SPECIAL ORDER. ALLOW SUFFICIENT LEAD TIME FOR DELIVERY. NO SUBSTITUTIONS GUARDRAIL INFILL COMPONENTS: 50 LB5. WILL BE ALLOWED WITHOUT APPROVAL HORIZONTAL ON AN AREA EROUAL TO 1 50. FT. FROM THE ENGINEER. REFER TO 51MP50N STRONG TIE DECK FRAMING CONNECTION GUIDE FOR CONNECTION REQUIREMENTS AND DETAILS. p "s`Y��� P .�s�0 GONSULST ENGINEER TO VERIFY DECK RiRSVS DESIGN � PRIOR TO CONSTRUCTION Mid.29 74 N 14 DEG.9,2 04 DRAWN BY: FROFOSE1D 11�ll1EV/ rf ON57RUGTIOI�I M. MARTHA MAGINNIS RAEngineering A��OY�tl—i�l"�1.� G I �G�� 55 REGENT AVE. 160 Main Street BRADFORD, MA. 01535 Haverhill, MA 01830 (g75)5-14-5-IIQ RONLEY, MA, H I LLS-MORE GON57RUG7I ON CO., I NG