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Building Permit #821-14 - 1049 SALEM STREET 5/1/2018
i TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: <FcvDate Received Date Issued: IMPORTANT:Applicant must complete all items on this page m LOCATION A riot .. PROPERTY OWNER Print. >1OO.YearOld'structure yes no MAP NO.` _ r .__a PARCEL: ZONING.DISTRICT: _ RHistorie.District yes no __..._... -._... - 2 Machine Shop Village yes _no__ .TYPE OF IMPROVEMENT. PROPOSED USE Res'dential Non- Residential ew Building One family ❑Addition M Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other eptic ❑Well 4 ❑ Floodplain _D,Vl/etlarids ❑ Watershed ®istrict Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: ku , Identification Pleas TxPe or Print Clearly) OWNER: Name: ]:Yfy_ C0 Phone: Address: VUr cc {� CONTRACTOR' Name ___ cam- Address: M.. afi .. .w. -- Supervisor's Construction License __:- _ :^ Exp Date: _ Wome Improvement=Lice_nse: __ ._ Ezp. Date: _ _ ARCHITECT/ENGINEER J Phone: Address: 1`.P4, ,A' Reg. No. 4 FEE SCHEDULE:BULDING PERMIT:$1 0 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. .f Uw FEE: $ Total Project Cost: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Sign tan ureof Agent/Owne Sig a of contractor - � h� Plans Submitted ❑ Plans aived ❑ Certified Plot Plan ❑ Stamped Plans Building Department :_`'The fol;�w ng isa list ofthe-requiredforms to be filled out for:the appropriate permit to`be obtained. Roofivg, Siding, Interior Rehabilitation Permits o' Building Permit Application Li Workers Comp Affidavit a Photo Copy Of H.I.C. And/Or C.S.L Licenses a Copy of Contract ❑ Floor Plan Or Proposed Interior Work i 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 a Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses a Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o 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 casts if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apu,�al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Buiiding Permit Revised 2012 Plans Submitted ❑ Plans=kll%aived 0: "-..Certified Plot Plan E . Stamped Plans ❑ TYPE-DF;SEWERAGEDiSPO AL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco.Sales Food Packaging/Sales ❑ Private>.(septic tank,etc:_ ❑. Perrriarient D'unpster on Site ❑ THE_FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE,APPROVED PLANNING &DEVELOPMENT` F1 ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS I r HEALTH Reviewed on Signature (SIL �Q� c)s •ev�L �l COMMENTS bNnr�. V"vim 4-o v�vrst,� U011Aj14Lj \Ijd Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water �s Sewer C®Y791eCti017lSi nature� Date Driveway Permit � g y nDPW Toiva! Engineer: Signature: Located 384 Osgood Street FIRE-DEPARTMI NT .- Temp Dumps er on site yes: ` no Located at 124iMair, Street Fgre Departme�it x' .COMMENTS Dim-ension Number of Stories: a Total square feet of floor area, based on Exterior dimensions. -Total land area; sq. ft.:_ aC)v -ELECTRICAL: Movement of.Motor,location,;mast-or service drop requires approval of Electrical Inspector Yes No DANGER Z®NE LITERATURE: Yes No MGL.Ch6pter166.Section 21A-F and G min.$100-$1000.fine NOTES and DATA— (For department use �G El Notified for pickup - Date Doe.Building Permit Revised 2010 Location No. — y Date / l� o - TOWN OF NORTH ANDOVER w-- Certificate of Occupancy $ 14,1 — Building/Frame Permit Fee e° t Foundation Permit Fee $ Other Permit Fee $ • , tx � TOTAL $ �" Check#ZK6/ 2757 �/I p Bui«ng Inspector i } Qa NORTN� it �ti0 OLrr. SSACNU`'ES CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 821-14 on 5/13/2014 Date: September 26, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1049 Salem 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: Jeffco, Inc. 77 Main Street Andover,MA 01810 Bui ding Inspector Fee: PrePaid $100.00 Receipt: 27573 Check : 15612 i I NORTH Town of tAndover O - 0 No. 14 C, ver, Mass, S �/ ,!- COCHICMIw.c.A. y1. 7,95 RATED.Pli? S 11 BOARD OF HEALTH LD F /Kitchen PERMIT TSeptic ystem THIS CERTIFIES THAT ..........:,, �, . ... . 1.1� :............................................................... - ul ING INSP To has permission to erect .......................... buildings on . . �J. .�r....�..? :`1.�::7 ..5 ................................. Foundation to be occupied as ............... Cr.... .<. Chi ey provided that the person accepting this permit shall in every respect corxForm to the terms of the application ;nai 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. PLUMBIN INS P C TT R � VIOLATION of the Zoning or Building Regulations Voids this Permit. Rou Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS ough ? c Service BUILDING INSPECTOR Fina GAS INSPE T99 Occupancy Permit Required to + Occupy Building Rou PA.Aoj713 , // Display in a Conspicuous Place on the Premises — Do Not Remove F Dnq q/'17;; No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ��p� F NORTH -own of E : 1� Andover O - 0 No. Z . - _- e 14 z n oh ver, Mass, COCNICMl WICK SR�TED-Jkly U BOARD OF HEALTH F /Kitchen PERMIT T LD Septic ystem THIS CERTIFIES THAT .......... �:./-:/,... ...,.. .1.t�fi� ............................................................... ui ING INSP ro has permission to erect .......................... buildings on .1 ��.'.C�. .. G`1.(:? ..5 ................................. Foundation to be occupied as ................ .�1... .:' °z.....1 .................................................. Chimney provided that the person accepting this permit shall in every respect co orm 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. PLUMBINNG/INSP CJPR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rou Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS ough ff /� Service ............ .�,�G�(�. .... ..l:..rf�:::�a-.:.......................... Fina ✓ �_� —/ - BUILDING INSPECTOR y GA INSPE T Occu anc Permit Required to Occupy Buildin Rou � U V 9 IAV ' Display in a Conspicuous Place on the Premises — Do Not Remove F n g117//� No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. � NoRry O �-COLD 1°'4� L N - p APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION Aib b' ` * BUILDING PERMIT # _ AbA � �.fF�`'.�LJ �SSActf ADDRESS/LOCATION OF PROPERTY: lO I S C4 I e Vr - MapJs2q i Parcel 70 Lot Number ny w SG �e1m S T _ — SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: 9 CLOSING DATE ON PROPERTY: h FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLIC LE 0 ES. c YAPPLICANT SIGNATURE Permit Issued to:_ � 1� c�� CAS- Address: e t ROUTING TOWN ENGINEER, SITE PL N–DRIVE-WAY REVIEW ❑ CONSERVATION PLANNING r'q DPW-WATER METER SEWER CONNECTION r1 DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST SIGNATURE File:Application for OC form revised Jan 2007/2011 Of HORTM H a •C Y X79 ACN7`+Et CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 821-14 on 5/13/2014 Date: September 26, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1049 Salem 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: Jeffco,Inc. 77 Main Street Andover,MA 01810 G`a Budding Inspector Fee: PrePaid $100.00 Receipt: 27573 Check : 15612 NORT#i Town of ZV IL oh ver, Mass, ,0// COCHIC IWIC. y1. 'x,45°Rgre o ►�P�,�'(5 U BOARD OF HEALTH PERMIT T LDFNKitchen Stystem ......... . .: .� a..... 1.t/.�-............................... THIS CERTIFIES THAT �" , , ,,,,, ,,,,,,,, ,, ,,,,, 8111WING INSP To n Foundatio has permission to erect .......................... buildings on .f........fir'.... G <::z ...� to be occupied as ............... Cr....: .�` 4' ,fir... .:° 2.s... < Chi ey �. y�................................................. provided that the person accepting this permit shall in every respect conform to the terms of the application ;nai' 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. PLUMBIN INS P C R Rou �14fi � VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS 0ugn Service ..............: ...... ............................ Fina BUILDING INSPECTOR y S G_Aj INSPE T Occupancy Permit Required to Occupy Building Rou ''7r��`�, Display in a Conspicuous Place on the Premises - Do Not Remove . No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ; l QL-L /- ORT F N N Town of t ., ndover 0 ,. `•� to o LAK. h n ver, Mass, COCHICMEWICM }' p.RATE.c) I"? S S V BOARD OF HEALTH F /Kitchen PERMIT T D Septic ystem �% — UI ING INSP TO THISCERTIFIES THAT .......... .: r. ..... 4/. .................................................................. has permission to erect .......................... buildings on .���. ��.'.cl.... Gr:. %:: ..5 ................................. Foundation . 0 to be occupied as ................6'C�....4.�r�:. .fl...��.:�2.�.:<...� �................................................. chi ey provided that the person accepting this permit shall in every respect coa�Form to the terms of the application ;nal 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/INSP C R Rou �K VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Ough Service ..............iN:�.�����r` l:..t::-Yr............................ Fina d BUILDING INSPECTOR GAS INSPE T99 Occupancy Permit Required to Occupy Building Rou P5.4g'1713114- Display in a Conspicuous Place on the Premises - Do Not Remove Fn No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. F NORTH Town of tAndover O - 0 No. h ver, Mass, coc"Ic«ewic« meq• x.95'4A rev r'P��,(5 U BOARD OF HEALTH PERMIT T LF /Kitchen Septic ystem THIS CERTIFIES THAT .......... r.. ..... ft�, ............................................................... ul ING IN SP To // has permission to erect .......................... buildings on ./..��..��.` .. 1. ::Z ..S`................................. Foundation, C 9, a` to be occupied as ............... Gi...: .� .�1... .�!�'?.�. ................................................ chi ey / provided that the person accepting this permit shall in every respect co 0rm to the terms of the application incl on fele 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. �PLUMBIN INS P C R VIOLATION of the Zoning or Building Regulations Voids this Permit. Rou Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS t ough le, 740-/c/pl Service ............ ... ..<.:..�L.—.%. ........................... BUILDING INSPECTOR Fina ��. �_��_//4/ �,S -� GAj INSPE T Occupancy Permit Reguired to Occupy Building Rou P /a Display in a Conspicuous Place on the Premises - Do Not Remove No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. J� JOHNSONMark B.Johnson(MA,NH,DC) BORENSTEIN, LLC Donald F.Borenstein(MA,ME,NH) Kristine M. Sheehy(MA) ATTORNEYS AT LAW Denise A.Brogna(MA,CA,NH) 12 Chestnut Street Kathryn M.Morin(MA,NH,ME) Lorri S.Gill(MA) Andover,MA 01810-3706 Michael A.Klass(MA,NH) Tel: 978-475-4488 Fax: 978-475-6703 Of Counsel www.jbllclaw.com Robert W.Lavoie(MA,NH) kathryn@jbllclaw.com Paralegals Karen L.Bussell Danielle R.Corey Lianne Patenaude Ellen M.Melvin February 28, 2013 Gerald Brown, Building Inspector Town of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Lot 69, Salem Street,North Andover Lot 70 Salem Street North Andover Dear Mr. Brown: This office represents Jeffco, Inc. relative to its application for building permits on the captioned parcels. In connection with such representation, we have caused to be examined the title to both Lot 69 as shown on plan recorded with the Essex North District Registry of Deeds as Plan No. 16230 and Lot 70 as shown on plan recorded with the Essex North District Registry of Deeds as Plan No. 16231. Based on our analysis of the title abstract and without intending to opine as to encumbrances of record, we hereby certify that Lot 70 as shown on Plan 16231, excepting the parcel depicted thereon and designated as "Parcel Described in BK 11015 PG. 209" has not been held in common ownership with Lot 69 as shown on Plan 16230 since 1941. Based on information contained in the Zoning Bylaw for the Town of North n Andover, the Zoning Bylaws were adopted at the Annual Town Meeting on March 13, 1943, were approved by the Attorney General on April 13, 1943 and were posted on May 1 1943. Therefore, Lot 70 exclusive of the ten foot strip and Lot o y � 69 have not been held in common ownership since the date of adoption of the Zoning Bylaw. I Gerald Brown, Building Inspector February 28, 2013 Page 2 In point of clarification, the parcel described in Book 11015, Page 209 and depicted as a portion of Lot 70 on Plan 16231 is not vested in the same owner as the remainder of Lot 70. Lot 70 exclusive of the parcel referenced above and Lot 69 can potentially be deemed to be held in common ownership based on Parcel 70 being held in a realty trust. The beneficiaries of the trust are not a matter of record at the Registry of Deeds. Notwithstanding non-disclosure of beneficial interest of that trust, it is noted that the trustee of that trust has full power and authority to act without direction or authorization from any of the beneficiaries. It is further noted that while there is a Release Deed regarding the parcel described at Book 11015, Page 209 into the chain of title to the 1049 Salem Street Realty Trust, the parcel is actually owned by one James W. Rice or his heir successors and/or assigns. Title to the parcels was severed in 1941 when the 10 foot parcel that is the parcel described in Book 11015, Page 209 was deeded to Rice. At that time, Rice was the owner of the remainder of Lot 70. However, Rice was the then owner of Lot 69 and the parcels including the parcel described at Book 11015, Page 209 have not since been held in common ownership. Please call me if you have any questions regarding this matter. Very truly yours, JOWN & ENSTEIN, LLC Kan KMM/mbf e S ,o Q SP. LOT 70 $ �� AREA=16,804 S.F. r- �� 03 L G 59NA BWL.D ZONE �: •.,�'`° ,�„�, .�,», fly 291.00' N/F NEW ENGLAND POWER, COMPANY A $A 7A WETLAND BY BASBANES ASSOCIATE t NOTE: I- DATUM BASE USCS (MSC). AS-BUILT PLOT PLAN Z_SEE TOWN OF NORTH ANDOVER ASSESSORS MAP 104D LOT 70 FOR SITE. IN �.oOF MAS Sq�. NORTH ANDOVER, MA DRAWN FOR T Q JEFFCO �e SCALE: 1"=40' DATE: MAY 9, 2014 5/9%14 STEPHEN R.L.S. DATE MERRIMACK ENGINEERING SERVICES 1166 PARK STREET 9971-2B—AB ANDOVER, MASSACHUSETTS 01610 CS-Beam® Calculation ...�- 06/24/14 05:12:50 4 of 6 Beam4.605 -2-1 mBeatnEngine 4.6.1.0 1049 SALEM ST 8:56am aterials Database 1489 N.ANDOVER,MA Seal:Massachusew Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Moisture Condition: Dry Building Code: IBC/IRC 1 Deflection Criteria: U360 live, U240 total 0.900"max. LL Deck Connection: Nailed Member Weight: 24.5 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 20' 0.00" 0 85 Live Additional Uniform(PLF) Top 0' 0.00" 20' 0.00" 0 85 Live Point LBS Top 10' 0.00" 5817 1721 Snow Al a x: 2000 9 ®, 2000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Not Checked 3.500" 1.500" 5671# -- 2 20' 0.000" Wall Not Checked 3.500" 1.500" 5671# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 2909# 2763# 2 2909# 2763# Design spans 19' 6.750" Product: 2.0 Rigidl-am LVL 1-3/4 x 14 4 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 46170.'# 69302.'# 66% 10' Total Load D+S Shear 5445.# 217894 24% 0.23' Total Load D+S Max.Reaction 56714 183754 30% 0' Total Load D+S TL Deflection 0.8347" 0.9781" 0281 10' Total Load D+S LL Deflection 0.4896" 0.6521" U479 10' Total Load S Control: TL Deflection DOLS: Live=100% Snow--115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% (N OF MgSSgcS O JEREMY MARTIN N O GILSTRAP U STRUCTURAL W NO.50090 All product names are trademarks of their respective owners. A Copyright(c)2012 by Simpson Strong-Tie Company,Inc.ALL RIGHTS RESERVED. ,p Gr T \ This drawing is an integral pan of a floor joist component document as defined in theattached General Notes.This drawing is not complete tss At. Without the accompanying General Notes.The Engineer's Seal on this drawing indicates only that the floor joist component shownon this drawing meets applicable design criteria for Loads,Loading Conditions,and Spanslisted on this sheet This design assumes product Installation according to themanufacturer's specifications. 06/24/2014 CS-Beam® Calculation 06/24/14 05:12:49 ' 2of6 Floor Joist, Beam, and Girder Component General Notes 1. FLOOR JOIST, BEAM, AND GIRDER COMPONENT DOCUMENT A Member Component Document is defined herein as being composed of a cover letter,this set of general notes, individual floor joist, beam, or girder design drawings. The cover letter lists the contents of the Member Component Document. Each sheet of this Member Component Document is an integral part of the whole,and shall be used only for the specific job name listed on the cover letter. This Member Component Document is the exclusive property of Simpson Strong-Tie®, and shall not be copied,transferred,or reproduced, in whole or in part,without the written consent of Simpson Strong-Tie®, Inc. Copyright©2014 by Simpson Strong-Tie, Inc., all rights reserved. 2. COMPONENT DESIGN This design is for an individual building member component and has been based on information provided by the client. The Member Component Designer disclaims any responsibility for damages as a result of faulty or incorrect information, specifications,and/or designs furnished to the Member Component Designer by the client and the correctness or accuracy of this information as it may relate to a specific project. The Member Component Designer accepts no responsibility and exercises no control with regard to fabrication, handling, shipment, and installation of member components. Each member component specified herein has been designed as an individual building component. Each component shall be incorporated as part of the building design by a Building Designer(registered architect or professional engineer,as applicable). The Building Designer shall review the design loading, member component geometry, and all other aspects of each component design to ensure that the data shown are in agreement with the local building codes, local climatic records for snow or wind loads, project specifications, or special applied loads. 3. FABRICATION NOTES Prior to fabrication,the fabricator shall review this Member Component Document to verify that this Member Component Document is in conformance with the fabricator's plans and to realize a continuing responsibility for such verification. Fabrication of member components shall not proceed until the fabricator has certified drawings in hand. 4. PRECAUTIONARY NOTES Refer to the manufacturer's recommendations for instructions on handling, bundling,and delivery of the member components specified herein. 5. MODIFICATION OF COMPONENT MEMBERS Refer to the manufacturer's recommendations for instructions on allowable modifications of the member components specified herein. 6. MEMBER COMPONENT TO MEMBER COMPONENT CONNECTION DESIGN The design of any connections between member components and other member components is not provided with the component designs specified herein. Web stiffener requirements at hangered connections depend on the connection style and are not included in this design. Supported components attached to the side of this member with reactions greater than 400 lbs shall be attached in such a way to preclude twisting of this member. 7. MEMBER COMPONENT TO STRUCTURE CONNECTION DESIGN The design of any connections between the member component and other elements of the overall structure is not provided with the component designs specified herein. 8. UPLIFT REACTIONS Floor joists, beams or girders with multiple spans may generate uplift reactions due to gravity loads. The reactions shown in these calculations assume that all of the bearings are infinitely stiff. The Building Designer shall review all reaction forces and ensure that the structure can resist any uplift reactions appropriately. 9. LATERAL BRACING All lateral bracing requirements apply along the entire length of the component member. The design of the individual component member brace and the anchorage of the brace is the responsibility of the Building Designer. Design assumes that the component member is braced top and bottom at all bearing locations. -j"OF 10. MULTI-PLY COMPONENTS Multi-ply components shall be connected together in accordance with the manufacturer's JEREMY MARTIN N recommendations. Loads on top of girder or beam are distributed equally on all plies of a Z GILSrRAP multi-ply member. (0) STRUCTURAL v, NO.50090 All -0 Copyright(c)2012 by Simpson Strong Te inames are trademarks of their r Company,espective Inc� Al RIGHTS RESERVED. T G1 T o('� This drawing Is an Integral part of a floor joist component document as defined in theattached General Notes.This drawing is not complete without the accompanying General Notes.The Engineers Seal on this drawing Indicates only that the floor joist component showNALnon this Grp drawing meets applicable design crtlena for Loads,Loading Conditions,and Spanslisted on this sheet.This design assumes product Installation according to themanufacturers specifications. 06/24/2014 CS-Beam® Calculation 06/24/14 05:12:49 3of6 11. BEARING LENGTH The"Input Brg. Length"listed on the individual floor joist, beam,or girder design drawing is the actual length of bearing at that location. The "Minimum Brg. Length"on the individual floor joist, beam,or girder design drawing is the minimum required length of bearing at that location The length of the bearing is measured along the length of the member. The width of the bearing is measured perpendicular to the length of the member. Each ply of the member shall be supported for the full member width,for the full required minimum length of the bearing. 12. POINT LOADS OVER A BEARING Point loads applied over a bearing are assumed to be carried not by the I-joist, beam,or girder, but instead by rim board,squash blocks, or some other means. Therefore the points loads over the bearings will be included in the bearings and reactions summary, but will not be considered when evaluating the interior and end reactions and is indicated on the drawings by"Pass-thru"framing is required at point loads over bearings. 13. PONDING WARNING Where components are used in roof systems, these components have not been investigated for the effects of ponding. The Building Designer shall ensure that adequate drainage has been provided, and that the roof system as a whole is not susceptible to ponding. I it ��10 OF Mgss 0 0��� 9 JEREMY MARTIN N GILSTRAP U STRUCTURAL NO.50090 All product names are trademarks of their respective omen. r Copyright(c)2012 by Simpson Strong-Tie Company,Inc.ALL RIGHTS RESERVED. � .P FGl.T This drawing Is an integral part of a floor Joist component document as defined in theattached General Notes.This drawing is not complete SS/ NAL ENG without the accompanying General Notes.The Engineer's Seal on this drawing indicates only that the floor Joist component shownon this drawn,meets applicable design criteria for Loads,Loading Conditions,and Spanslisted on this sheet This design assumes product Installation according to themanufacturer's specifications. 0812412014 �' !A CS-Beam® Calculation 06/24/14 05:12:50 5 of 6 eam JEFFCO 6-23-14 mBeamEngine 4.6.1.0 1049 SALEM ST 9:21am aterials Database 1489 N.ANDOVE MA Seal:Massachusett Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Moisture Condition: Dry Building Code: IBC/IRC Deflection Criteria: U360 live, U240 total 0.900"max. LL Deck Connection: Nailed Member Weight: 12.5 PLF Filename: Beam3 Other Loads Type Trib. Other Dead (Description) SideBegin End Width Start End Start End Category Re lacement Uniform(PSF) Top 0' 0.00" 14' 3.00" 14' 0.00" 30 10 Live 14 3 0 A ®, 14 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Not Checked 3.500" 1.500" 3954# 2 14' 3.000" Wall Not Checked 3.500" 1.500" 3954# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2901# 1053# 2 2901# 1053# Design spans 13' 9.750" Product: 2.0 Rigidl-am LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of Simpson SDS 1/4x4-1/2 at 24.0"oc,from each side NOTE:Consult Simpson fastener pattern documentation for details Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Minimum bearing length required is based on beam material. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 136534 218454 62% 7.12' Total Load D+L Shear 35014 9642.# 36% 0.23' Total Load D+L Max.Reaction 39544 13781.# 28% 0' Total Load D+L TL Deflection 0.6250" 0.6906" U265 7.12' Total Load D+L LL Deflection 0.4585" 0.4604" U361 7.12' Total Load L Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% �N OF 44,1 SsgcyG z JEREMY MARTIN m O GILSTRAP U STRUCTURAL rn NO.50090 All product names are trademarks of their respective owners. Copyright(c)2012 by Simpson Strong-Tie Company,Inc.ALL RIGHTS RESERVED. �,� �G(.T \ This drawing is an integral part of a floor joist component document as defined in theaadrawing ached General Notes.This is not complete SS A�rNG without the accompanying General Notes.The Engineers Seal on this drawing indicates only that the floor joist component shownon this L drawing meets applicable design criteria for Loads,Loading Conditions,and Spanslisted on this sheet.This design assumes product installation according to themanufacturers specifications. 06/24/2014 CS-Beam® Calculation 06/24/14 L Q-- 05:12:50 6of6 earn . 0 JEFF -2 -1 mBeamEngine 4.6.1.0 1049 SALEM ST 9:20am terials Database 1489 N.ANDOVEP,MA Seal:Massachusett Member Data Description: Member•Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/12 Bottom Lateral Bracing: Continuous Moisture Condition: Dry Building Code: IBC/IRC Deflection Criteria: U240 live, U180 total 0.900"max. LL Deck Connection: Nailed Member Weight: 14.0 PLF Filename: Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 20' 0.00" 10' 0.001, 55 15 Snow , 4 2000 ®, 2000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Not Checked 3.500" 2.661" 6984# 2 20' 0.000" Wall Not Checked 3.500" 2.661" 6984# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 5380# 1604# 2 5380# 1604# Design spans 19' 6.750" Product: 2.0 Rigidl-am LVL 1-3/4 x 16 2 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc Building designer to review all reaction Design assumes continuous lateral bracing along the top chord. forces and ensure that if exposed to Design assumes continuous lateral bracing along the bottom chord. wind,this girder and connections can Minimum bearing length required is based on beam material. resist any uplift reactions appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 34155.# 42797.'# 79% 10' Total Load D+S Shear 60324 124514 48% 0.23' Total Load D+S Max.Reaction 6984.# 9188.# 76% 0' Total Load D+S TL Deflection 0.9847" 1.3042" L/238 10' Total Load D+S LL Deflection 0.7585" 0.9000" U309 10' Total Load S Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% I"of Mgrs ryc q JEREMY MARTIN U1 0 GILSTRAP U STRUCTURAL fn � NO.50090 All product names ere trademarks of their respective owners. Copyright(c)2012 by Simpson Strong-Tie Company,Inc.ALL RIGHTS RESERVED. , �G/ T \ This drawing Is an Integral part of a floor joist component document as defined in theaflached General Notes.This drawing is not complete Without lss NAL. hout the accompanying General Notes.The Engineers Seal on this drawing Indicates only that the floor joist component shownon this drawing meets applicable design criteria for Loads,Loading Conditions,and Spanslisted on this sheet This design assumes product installation according to themanufacturees specifications. 06/24/2014 AOL Mail (4795) Page 1 of 1 Get breaking news and all your emails instantly.Make AOL your homepage now. OZet&farted EMAIL I IM TEXT CHECK ' KEF.PASNEW REPLY I RMYALL I FOMAM ACTKJN Q l£ SPAS_,_.•, — `� Search Mail Fwd:1049Salem3 Robertson,Dave to you show details Today on AOL t� �� 1a49Salero3_14Q624.. (439 KBS ATTQUOOt.htm(23tZ B� New Mail 4T95 Old Mail Sent from my iPhone Drafts 60 Begin forwarded message: Sent From:"O'Grady,Pat"<poaradY(a)JacksonLumbeccom> Spam 8 To:"Robertson,Dave"<DRobertson(a)JacksonLumber.com> Cc:"Villers,Ernie"<EVillersCcOJacksonLumber.com> Recently D... Subject:Fwd:1049Salem3 Contacts Here are the stamps for jeffoo Calendar Bill Manager Sent from my Verizon Wireless 4G LTE smartphone My Folders U Original message From:Sue Smith Saved Mail 1 Date:06/24/2014 11:27 AM(GMT-05:00) To:"'daveaa fpco.corn Saved Chats Cc:"Bill Ingham(billi(&rfoco.com)","O'Grady,Pat",Dpaauinadeaol.com Subject:1049Salem3 AIM-Drafts Contact Person:Bill Ingham AIM-Inbox 4 Company Name:Roseburg Forest Products State Seal Required:Massachusetts -• Ship-To Contact:Pat OGrady Ship-To Company:Jackson Number of Component Members:3 STARTCHATTn4o Thanks, Sue Keep me signed in Sue Elliott Smith I Component Solutions Coordinator Simpson Strong-Tie Phone:303-678-70201 Help Desk:866-252-8606 or cshelt) .strongtie.com<UdBlockedError.aspx> AIM works with Facebook Chat! http://mail.aol.com/38602-111/aol-6/en-us/Suite.aspx 6/24/2014 REScheck Software Version 4.4.3 r Compliance Certificate Project Title: Jeffco Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 1049 Salem St Jeffco Jeffco North Andover,MA 1049 Salem st �R r. 9- Compliance:7.7%Better Than Code Maximum UA:402 Your UA:371 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. MEN= • Ceiling 1:Flat Ceiling or Scissor Truss 1540 38.0 0.0 46 Wall 1:Wood Frame, 16"o.c. 1402 21.0 0.0 64 54 Wall 2:Wood Frame,16"o.c. 1088 21.0 0.0 Wall 3:Wood Frame,16"D.C. 960 21.0 0.0 48 Window 1:Vinyl Frame:Double Pane with Low-E 210 0.290 61 Window 2:Vinyl Frame:Double Pane with Low-E 135 0.290 39 Window 3:Vinyl Frame:Double Pane with Low-E 120 0.290 35 Door 1:Solid 35 0.300 11 Door 2:Glass 42 0.310 13 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 2009 IECC requirements in I with the mandato requirements listed in the REScheck Inspection Checklist. REScheck Version 4.4.3 and to comply mandatory q Name-Title Signature Date Project Title: Jeffco Report date: 06/23/14 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.3 0�(= Inspection Checklist Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6322 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #banes Type T e Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.300 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. F-1 Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title: Jeffco Report date: 06/23/14 Data filename: Untitled.rck Page 2 of 4 I ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: cavities are not used as supply Building framing ca Pp Y ducts. All joints and seams of air ducts,air handlers filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,Basketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. _ Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 117.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 175.7 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 87.8 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 58.6 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: Jeffco Report date: 06/23/14 Data filename: Untitled.rck Page 3 of 4 Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: rl HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: L] A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Jeffco Report date: 06/23/14 Data filename: Untitled.rck . Page 4 of 4 10 2009 iECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): MW Window 0.29 0.28 Door 0.31 0.27 Heating System: Cooling System: Water Heater: Name: Date: Comments: NOTES: 1) ALL LvL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL 1-JOIST TO BE DESIGNED BY SUPPLIER A 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED 6-1 WITH SUPPLIER O D 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD a I CONTIT UOUS RIDGE VENT 4RCHITECTURAL SHINGLES B S-2 4 CORNER BD 6" RAKES ON GABLES N _ I s Z W N CONTINUOUS RIDGE VENT 0 0 Lu 14" SHUTTERS _ RAISED-PANEL O a HARDIEPLANK SIDING (TYPJ c j 6" WINDOW CROSSHEA t4 ) - a W 6" CORNER BD U — _ N Q a 1x8 AZEK FREEZE BOARD 1 O l GARAGE L UNDER —1 uj z BZ � A FRONT` T ELL Y AT(ON GRADING T.B.D. ON SITE S-i o4-1 NOTES: } 1), ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL I-JOIST TO BE DESIGNED BY SUPPLIER 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED N WITH SUPPLIER W ARCHITECTURAL SHINGLES a 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD CONTINUOUS RIDGE VENT a n Q 12 10 4" CORNER BD ® 4" CORNER BD TOP OF ATTIC FLOOR O < N HARDIEPLANK SIDING O (TYP) � p Z w a N LuUl Q > _ a Q TOP OF 2nd FLOOR _ � -—-—-—-—-— - 6" CORNER BD = O LF T-1 -- m Lu Lu TOP OF let FLOOR - q Q a � a Q O USE LVL HEADER ABOVE Ix8 AZEK FREEZE BOARD Ix6 AZEK VERTICAL TRIM AND GARAGE DOOR �l Ix8 AZEK HORIZONTAL TRIM O O (SEE NOTE •I) } AROUND GARAGE DOORS � Lu RICHT ELEVATION - A-2 3/16�1o11-O" OTES: ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER � s J ALL I-JOIST TO BE DESIGNED BY SUPPLIER J WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER W W J ALL DIMENSIONS TO BE VERIFIED IN FIELD O O a CONTINUOUS RIDGE VENT ARCHITECTURAL SHINGLES HARDIEPLANK SIDING (TYP) i 4" CORNER BD 4" CORNER BD ZZv " O n O s - TOP OF ATTIC FLOORZ A Lu w Q N 0 6" CORNER BD 11 6" CORNER BD Q - TOP OF 2nd FLOOR_ } I lllfl = O _ N n a a TOP OF let FLOOR O Lu t 1x8 AZEK FREEZE BOARD LLLu I LEFT ELEVATION- 3/16 =1 -0 L EVATION3/16"=1'-O I , 1 NOTES: 1) ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL I-JOIST TO BE DESIGNED BY SUPPLIER CONTINUOUS RIDGE VENT 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER �-�-- r--- — — -- = — �""~ J-" —� r —� W_ cl 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD TOP OF ATTIC FLOOR `^t CONTINUOUS RIDGE VENT - -—- —-—-—- - Q C4 C4 _ HARDIEPLANK SIDING Q ® ® (Tl'P) • z Q z w Lu N 0 o a I TOP OF 2nd FLOOR 12 e 6" CORNER BD M m � TOP OF let FLOOR Q Q IL --- -------® N 0 Q 4" CORNER BD - z Ix8 AZEK FREEZE BOARD 0 I GARAGE UNDER GRADING T.B.D. ON SITE tu Lu i REAR ELEVATION A_4 ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER ALL WOiST TO BE DESIGNED By SUPPLIER WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER Lu ALL DIMENSIONS TO BE VERIFIED IN FIELD FOUNDATION DROPS TO BE SITE DETERMINED a" (ryp.) V12" 58'-0" 38'-0" 20'-0" BEAM POCKET DTL BEAM rl F 3 ,4-----------------------------------------------------------I---- ----------------------------------------------1, t 1 -.� � -.: -:_ 5-0 "4 ---------STEEL-SAS4-------------------------------\--- /-------- -------------STEEL-SASI,--------- 14- .4- O 4 00 BASEMENT .4. C) 4" CONCRETE SLAB I ON CRUSHED STONE a Lu - -- ------------------------------------------ -------------- - +4M, USE LVL HEADER ABOVE Lu B : 1 -------------------------- 1)----------- GARAGE DOOR(SEE NOTE LU .4- 34'-2" (y LVL BEAM SEE NO,E T-6" 6'-8- 6'-8' 6'-8- 6'-8" USE BEAM HANGER -4 . - F L --- ----- -- --------- --------- .4 SLOPE CONCRETE DOWN ------- ---------- -------- TOWARDS GARAGE__ zi [7. co --------- - ---------------- -- 04 C-4 - ------- --------- O - t(3)2x12 BUILT-UP BEAM tL 1 2x4 WAI-6— 2x6 IR LL (L NSULATED WALL 0 0 3 1/2" CONCRETE FILLED BOTH SIDES W1 PRESSURE TREATED SIW _u I ---------- LALLY COLUMNS W/PLATES p0o CD C14 FIRE RATED SHEETROCK ON 2' x 24- CONTINUOUS LALLI GARAGE SIDE WALL AND CEILING 90 PAD FOOTING 0. d) u- 0 CD 4" CONCRETE STEP(UP) = Q Z Lu 4' --------- ---------------------------- ---------- ------------------------------------ ---------------------------------- -------- ------------ 01 - ----------I ----------------------------------------- ---------- ----------------------------------------------------- -------------------------------------------------- DOUBLE 2x6PRESSURE TREATED 14'-3" BILL WITH SILL GASKET 37'-93/4" 20'-21/4" 1/2"ANCHOR BOLTS C.'-O'I O.C. WITH NUTS 4 WASHERS 58'-0*' z fBITUMINOU5 DAMPROOFING (BELOW GRADE) io'(VERIFY)CONCRETE WALL(TYPICAL)BASEMENT SLAB 44"POURED CONCRETE SLAB OVER CRUSHED STONE 4 to" x is' CONCRETE FOOTING WITH KEYWAY 4*DIA.WEEPING TILE W/ 6' r-RuswED CLEAR STONE COVER W1 RED ROSIN PAPER OFOUNDATION WALL SECTION NOT TO SCALE OTES: _ ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER ALL I-JOIST TO BE DESIGNED BY SUPPLIER WINDOW SIZES AND GRILL PATENT TO BE VERIFIED 58'-0" d) 1iJ WITW SUPPLIER20'-0" 38'-0" o ALL DIMENSIONS TO 7'-6" BE VERIFIED IN FIELD 7'-0" 12'-6" 7'-6" 7'-6" 5'-0" Q 4'-0" 3'-6" 5-0" 3'-6" 4,-0" DECK STAIRS LOCATION $'X12' DECK TO BE DErERmiNED ON SITE 3'-5" x 3' 2'-IOV2" x 3'-5" O J PANTR ---------� I--- ---- z T Z J LN RY 2'-4" SINK D 5 BREAKFAST d) I a KITCHEN o -1�/2 -41/2" z u o 0 F N 2'-10it" x N aC4 T II - � cr r D6 O O in XS I I n I I S X Kl r l l I I ZERO CLEARANCE } 0 --------------- _ _ _ _ _ _ = GAS FIREPLACE lD C4 > - 4'-0" n 1 000 Z 2�, I CATHEDRAL N Q 3'-89 6" 13'-81/4" CEILING —-—- 0 0l C) 0- -- I LVL RIDGE (SEE NOTE 01) O o LIVING ROOM DINING= RCO z d FAMILY ROOM Ln --� N OPEN &A RAIL x U x O �p r 0 O I CD E RY r �' u-- 2'-101fs" x 5'-5" 2'-1016" x 5'-5" I'-0" x 6'-8" 1'-0" x 6'-8" 2'-10�'i" x 5'-5" 2'-101-t," x 5'-5" 2'-10'ts" x 5'-5" 2'-101rs" x 5'-5" u- 4'-o" 6'-0" 91-01. 91-01, 6'-0" 9'-0" 10'-0" 5-0„ 58'-0" FIRST FLOOR PLAN NOTES= U ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL I-JOIST TO BE DESIGNED BY SUPPLIER 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED N WITH SUPPLIER 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD ° 38'-0" ° Q 13'-0" 7'-6" 11'-6" 6,-0„ 2'-101'2° x 3'-5" 2'-101f2° x 3'-5" 91 I 11v_ N M. BATH O I o o W.1, BATH o 678Tx I a sHLv - BEDRM 3 G > o �7 I IN 2'-0" r W J \ d — — — — — — — — — — — — — — — — — — W N I FD iv Z 1 — Q Ul ° ° - ------ z HALL � -- 1-----8=a'-- I - x o MASTER BEDRM ° _ = 2'_6„ N O -00 I C14 r I ROOF BEDRM 2 m w° C) 14'-3" _ 3,-8„ M: C - 13 -11„ i Q ^00o I N o a � � I z a - - - - - - - - - - - - - - - - - - - O 2'-1015" x 5'-5" 2-1012° x 5'-5° 2'-1015° x 5'-5 2'-101 ' x 5'-5 2'-1012' x 5'-5 ' Q z 4'-0" 6'-0" 9'-p„ 9'_p„ 6'-0„ 4'-0„ oe 38'-0" u SECOND FLOOR PLAN 04_"1 NOTES: IJ ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL I-JOIST TO BE DESIGNED BY SUPPLIER 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED cn WITW SUPPLIER w 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD Q 38'-0" I 6'-9" 12'-3" 12'-3" 6'-9" i I 2'-101'x° x 5'-5" 2'-101tt" x 5'-5" 2'-1019" x 5'-5" O I fz w a d) 3'-8" � Q DN o : x I x ---� - -°N° O --------- ROOF BELOW 0 V - ---------- C) ---------- --------o --------- 5'-0" —0'� 2'-101t" x 4'-5" 2'-1019" x 4'-5" 0 2'-1019" x 4'-5" O N u- 7'-0" 12'-0" 12'-0" 7'-0" 1-- d 38'-0" ,ATTIC FLOOR PLAN 3/1611=11-O" NOTF-S: 1) ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL I-JOIST TO BE DESIGNED BY SUPPLIER N 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED `u W WITH SUPPLIER O 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD Q 38'-0" 20'-0" 2 x 10 RIM JOIST 1x3 BRIDGING MID SPAN 'a a N a 2x10 JOISTS LVL BEAM (SEE NOTE • 1) 'a I6" O.G. a. c BEAM HANGER1 JOIST (SEEN TE 02) z W C) WQ N Lu Cl m� a. a mi un 1. G - (3) 2x12 BUILT-UP BEAM - un ^ a• ;,"„ c USE LVL 1-LEADER ABOVE Y GARAGE DOOR _ (SEE NOTE 01) LE (c) N ou G d• an ou 2x10 JOISTS ilii - m uu e• p � ���� G I6° 0. iiii 1 J 3 G 0 A A (- a LLl Ul iiii a. tD Ck A Q _ _ _ � nu Q - _. - - ' _ _ _ - = _ - — ui -I- - . . _— G - . � _ 0 Ofill o o fill a z uu 2x10 JOISTS •e ..0 a' 16 O.C. iN 11 1 m� 11 ou a, .a on on uo a. a uu 0 0 0 0 0 o n o 0 0 0 To=FL O JOIST HANGER O (TYP) Ix3 BRIDGING a MID SPAN 2 x 10 RIM JOIST ~ 14'-41/2" IS-41/2" 20'-3" 38'-0" U— FIRST FLOOR FRAMING PLAN A—s 3/16 =1 -O i NOTES-. 1) ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL I-JOIST TO BE DESIGNED BY SUPPLIER . 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED N WITH SUPPLIERw 2 x 10 RIM JOIST 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD cl d Q BRIDGING AT MID SPAN (TYP) C) �t 2 x 10 FLOOR JOIST N W' O.G. i7 Q 2x4 PARTION N o ~ Q , I o o a 00N Z Z _ w - w IL Q ZZ O w O 'o cn m w Luu RIDGING AT MID SPAN (TYP) 2 x 10 FLOOR JOIST � Q Q 2 x 10 FLOOR JOIS 16" O. O.G. 16" G. GIST HANGER � 2 x 10 RIM JOIST � Z (TYP) O U- 14'-41/2" 3'-4;/z" 20'-3" Z Z 38'-0" SECOND FLOOR FRAMING FLAN 1•tOT�S: I) ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 2) ALL I-JOIST TO BE DESIGNED BY SUPPLIER 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED WITH SUPPLIER cu W O 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD Q ----------------- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- ------------------- --- — n 2 x 10 RAFTERS 16" O.G. Z �yj 3 1 N 11 Q 0 o a 2 x 12 CONTINUOUS RIDGE 0 u ctrl } 2 x 10 RAFTERSm „ 2 x 10 RAFTERS q ILU 16 O.G. I6" O.G. `D p Q z Lu m w m m m m d z -------- ___L- --- --- -- --- --- --- --- --- --- ------- -- ------------ --- --- --- --- -- - -- ---------------- -- --- --- --- --- --- --- ---N --- --- --- --- --- 0 LVL CONTINUOUS RIDGEo (SEE NOTE 01) N All CONTINUOUS RIDGE VENT 2x12 CONTINUOUS RIDCsE 2x10 ROOF RAFTERS 0 16" O.G. 2x10 ROOF RAFTERS 1/2 CDX PLYWOOD ROOF SHEATHING 2x8 RIDGE ASPHALT SHINGLES ON 150 FELT PAPER w 3' B2x10 ROOF RAFTERS ITUTHANE ON EAVES IY 12 12 0 10 GABLE END WALL � FLR JOISTS NAILED TO RAFTERS L2 x 8 CEILING JOIST 16" O.G. W i N J F WHITE ALUMINUM DRIPEDCsE ATTIC FLOOR -1 V UNDER ROOF STARTER 2x10 FLOOR JOISTS Ix3 TRIM n R-38 INSULATION I 2x8 FASCIA BOARD i/2" DRYWALL ON STRCO APPING 12 WITH ALUMINUM WRAP 2x10 FLOOR JOISTS A / / ® —CONTINUOUS VINYL SOFFIT VENT / INTERIOR WALL CONSTRUCTION 2x6 STUDS 's 16 U" O.C. 10 / Z O \ w � I N z w R-21 BATT INSULATION w � ip (1 ® ® SECOND FLOOR _ 3 Q 3 MILS POLY VAPOR BARRIER =3 _ 1/2" DRYWALL DOUBLE PLATE AT TOP WITH SOLE PLATE AT BOTTOM 1x3 WOODEXTERIOR WALL CONSTRUCTION _� (P W Q GROSS BRIDGING (TYPICAL) 1/16" O.S.B. SHEATHING _ � .4 -p FLOOR FINISH (TYPICAL) BUILDING WRAP _ � � = 2x10 FLOOR JOIS �q 3/4 T4G PLYWOOD SUBFLOORING VINYL SIDING AS PER ELEVATIONS = � / � DECK GLUED, NAILED AND = N FIRST FLOORCA SCREWED TO FLOOR JOISTS f- [aw m C J u / KITCHEN Lu 2x10 FLOOR JOISTS ® 16" O.G. - (L / Z p Q Q (" WITH R-30 BATT INSULATION - / O N n•,� MINIMUM 8 TO FINISH GRADE / CROSS BRIDGING (TYP) G � Q SLOPE GRADE AWAY FROM BLDC.S. - Q P iA r / ° m DOUBLE 2x6 PRESSURE TREATED a _4e 10 (VERIFY) CONCRETE WALL SILL WITH SILL GASKETo'� (TYPICAL) � SLOPE HEADER 2x10 FLOOR JOIST � _ (3) 2x12 BUILT-UP BEAM o ANCHOR BOLTS 6' O.G. c r°� ITUMINOUS DAMPROOFING W o B 4SEMENT (BELOW GRADE) = 0 3 1/2„ CONC. FILLED o Lu J STEEL LALLY Q J e a Q o l3) 2x12'S CONTINUOUS COLUMN PAD z ° O FOOTING 2'-0” x 1'-0" � O a - e STAIR STRINGER e BASEMENT SLAB a •rxvt ,� a O - :t'•`C7 'r ':• e 4 e r.•:,• ''.o e :. U 4" POURED CONCRETE SLAB Lu OVER CRUSHED STONE 4" DIA. WEEPING TILE W/ 6" CRUSHED CLEAR STONE 10" x 20" CONCRETE FOOTIN W/ RED ROSIN PAPER 28'-0" FRAME WALL SECTION SECTION A-A 's STAIR NOT TO SCALE NOTES: Ilk _ 1) ALL LVL BEAMS TO BE DESIGNED BY SUPPLIER 21 ALL I-JOIST TO BE DESIGNED BY SUPPLIER ti41 3) WINDOW SIZES AND GRILL PATENT TO BE VERIFIED ln �` { `) WITH SUPPLIER , R} 4) ALL DIMENSIONS TO BE VERIFIED IN FIELD ` Q LVL R1DCs£ (S££ NOTE 'll POST EACH END WITH (3) 2X6 2x10 ROOF RAFTERS ^ - •'. I/2" GDX PLYWOOD ROOF SHEATHING R-38 INSULATION ASPHALT SHINGLES ON 15' FELT PAPER 3' BITUTHANE ON EAVES 2x6 COLLAR TIE I6" O.G. 1 s LLI z 4 a d) ,q FAMILY ROOM , - Q EXTERIOR WALL CONSTRUCTION N INTERIOR WALL CONSTRUCTION ^"a, ~ Q l/16" O.S.B. $ HITt�s „by" s :E2x6 STUDS B 16" O.G. �� G BUILDING WRA R-21 BATT INSULATION = f- VINYL SIDING AS PER ELEVATIONS "'' a -. J V 3 MILS POLY VAPOR BARRIER 2sx T,0. Q w 1/2 DRYWALL 3 Q DOUBLE PLATE AT TOP WITH FLOOR FINISH (TYPICAL) ap SOLE PLATE AT BOTTOM 3/4" T4G PLYWOOD SUBFLOORING } W itl DEC< GLUED, NAILED AND m > ap I JOIST (SEE NOTE 02) SCREWED TO FLOOR JOISTSLu 1 N Q Q DOUBLE 2x6 PRESSURE TREATED SILL WITH SILL GASKET G 5-1 20'-0" z � I U � w SECTION g FAMILY" ROOM 6-2 SCALE. 3/16 -i O LAO NA9 Ck I IIS Deems, Maura From: Sawyer, Susan Sent: Tuesday,June 10, 2014 2:42 PM To: Deems, Maura Subject: 1049 Salem Can you please note for the file that the basement at 1049 Salem Street is to remain "unfinished". The house is maxed out with the nine rooms. I received plans from Mr.Ahern today and confirmed the status of the basement. He is aware. Thank you Susan Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mailto:ssawyer@townofnorthandover.com Web www.TownofNorthAndover.com •�,�x�tr�t�,yY Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to:hftp://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. i 1 I 00 0 Sp. LOT 70 AREA=16,804 S.F. 00 �s (V G 3(' N4 F,Cpi.O ZONE .,,�,,,, ....�., „ mob, �,•.�� O 291.00' N/F NEW ENGLAND POWER, COMPANY MA YIEftANp BY BASBANES ASSWATE NOTE: I- DATUM BASE USGS (MSC). AS-BUILT PLOT PLAN Z_SEE TOWN OF NORTH ANDOVER ASSESSORS MAP 104D LOT 70 FOR SITE. IN NORTH ANDOVER, MA ,.��\OF MASSq�y DRAWN FOR JEFFCO zs ,e 29 Q SCALE: 1"=40' DATE: MAY 9, 2014 P' 5/9114 STEPHEN . 1, R.L.S. DATE MERRIMACK ENGINEERING SERVICES 66 PARK STREET MASSCHUSETTS 01810 9971-2B—AB 11ANDOVER, NORTH Town of . s E ndover 0 � - i No. - 14 h ver, Mass, Coc"Ic"a WIC"( 1- ��,�� S U BOARD OF HEALTH Food/Kitchen PERMIT T D/— Septic System .......... .f. .......... . :............................................................... BUILDING INSPECTOR THIS CERTIFIES THAT ... jj has permission to erect .......................... buildings on .� `?`. .. Gl.< rz..5 .................................. Foundation Rough to be occupied as ...............:.!:.G ... .l�°.��.(1:.. .�f.. ./ .'Z. .. . ................................................. Chimney provided that the person accepting this permit shall in every respect corrForm to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ............... 4.r:.......................... 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 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 350,000,00),00) m $ - $ 4,200.00 Plumbing Fee $ 525.00 Gas Fee 100 comm. M 110;0,.0:©1 Electrical Fee $ 525.00 Total fees collected $ 5,350.00 i 1049 Salem Street 821-14 on 5/13/2014 New Single Family Home i I 1/" REScheck Software Version 4.4.1 _ Compliance Certificate Energy Code: 2009 IECC Location: Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6322 Climate Zone: 5 Designer/Contractor: Construction Site: Owner/Agent: Jeff-.o,Inc.�Cm 5t Andover.MA Compliance:4.3%,Better Than Code Maximum UA:324 Your UA:310 The%Better or Worse Than code Index reflects how s ref to a min compliance the house Is node home on code trade-off rules. it DOES NOT provide an estimate of energy • •• S Gross Cavity Cont. GlazingArea • Assembly Perimeter 38 542 .0 0.0 16 Ceiling 1:Flat Ceiling or Scissor Truss 112 30.0 0.0 4 Ceiling 2:Cathedral Ceiling(no attic) 21.0 0.0 140 2856 Wall 1:Wood Frame,16"o.c. 319 0.300 96 Window 1:Vinyl Frame:Double Pane with Low-E 38 0.390 15 Door 1:Solid 40 0.330 13 Door 2:Glass 780 30.0 0.0 26 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space with he ng ions,and Compliance Statement: The proposedp building on.The proposed building has beentdes designed tolmleetthe 2009 IECCt requirements eiin calculations submitted with the p PP REScheck Version 4.4.1 and to comply with the mandatory requir m t list the REScheck Inspection Checklist. i Signature Date Name-Title { t __ _T_ ._ ------------ --- Report date: 09/12/11 Project Title: Page 1 of 4 Data filename: Untitled.rck REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.390 Comments: This door is exempt from the U-factor requirement. ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. F-1Airbarrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Report date: 09/12/11 Project Title: Page 2 of 4 Data filename: Untitled.rck I (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or � sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. F-I Materials and equipment are identified so that compliance can be determined. Cl Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. C1 Insulation R-values and glazing LI-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws: Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 176.0 cfm(8 cfm per 100 ft2 of conditioned floor area). 2 Postconstruction total leakage test(including air handler enclosure):Less than or equal to 264.0 cfm(12 cfm per 100 ft2 of . conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 132.0 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 88.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: 0 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Ll HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Li Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: ReportPa ate:09/42/11 Data filename: Untitled.rck 9 I Where pumps operate within solar-and/or waste-heat-recovery systems. 0' Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a " minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ci Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) i Project Title: Report date: 09/12/11 Data filename: Untitled.rck Page 4 of 4 i009 IECC Ener . 2 JY Efficiency Certificate Insulation Rating R-Value Ceiling I Roof 38.00 Wall 21.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.33 0.33 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: II 1049 Salem St,North Andover, MA 01845 -New Home for Sale - realtor.com® Page 1 of 4 f Homes Rentals Mortgage REALTORS Local Moving Advice News Log In back to search viewing:home new homes massachusetts north andover,ma 1049 salem st - .._.__._----_—.._.._.._.....,.y Listing Refreshed: 1 (855)503 4923callformoreinfo. 049 Salem St 8 Minutes Ago North Andover,MA01845 $599,900 ! Tell me more about this property ( i Estimate My Monthly Payment i Message(o tonal) Get Your Mortgage First ! I would like more information regarding this --------------------------- property at 1049 Salem St in North Andover. ' Get realtor.com's Mobile App View Your 3 Bureau Credit Scores for$0 i First Name Last Name (� 1049 Salem St,North Andover,MA 01845 status Active Beds 4 Bed Email Phone Number(optional) i Baths 3 Full,1 Half Bath House Size 3,300 Sq Ft - ._._..._-.. Request More Details Lot Size 0.39 Acres Year Built 2014 I Privacy-Policy Photo 1 of 1 Larger Photos ----- ----_-- ............. .................. � Share on: =Tweet �.$t1 Send Print Save Listing { Listing Agent _ - KATHY CYRIER-Click my photo for Instant Home Open Houses Valuation _ Exceptional Property Specialist, Chairman"s Elite Club Sorting by Open House Date - Phone:(855)503-4923 1 - Request a private shoving Email Agent View Agent's Website j Agent's Other Listings Overview Photos,(1) Schools 8.Neighborhood Property History ; - . ................._.. ._.____.__....__._.,,_..----—___._....__...._._-__..._i Property Details Listing Broker MODEL HOME OPEN SUNDAY 1-2:30 AT 1053 SALEM ST.NEW CONSTRUCTION—$599,900 for this spacious 4 WILLIAM RAVEIS-ANDOVER bedroom,3.5 bath colonial on a level lot in the Sargent School District.Fine features include:central air,granite counters, Office:(978)475-5100 . tiled master shower,abundant hardwood Floors,3 finished levels,Family room with cathedral ceiling,(replace and Email Office j 's i hardwood Flooring.Perfect BrokerWebsite open Floor plan for entertaining in style.Cook like a gourmet in this granite center island Broker's Other Listings kitchen.Still time for personal select...Read More. l - General Information Beds 4 Bed Baths 3 Full,1 Half Bath Go aeotiile �. _ -- P aI s[z;K Search app,. �l ft House Size 3,300 Sq Fl Lot Size 0.39 Ac No-., dY[aad s�`I cssA.mdrob cr • realtoLtom, ... Price .. $599,900 Price/sgft $182 Property Type Single Family Home - Year Built 2014 - - - I Agent's Other Listings i Style Colonial See All Listings Garage ...... .....,2 car garage .. . I .-. .... �---- ----------------_.._..._..__.._ I Bedrooms ( 5791055 Salem St,North Andover, MA 01845 • Bedrooms:4 - Master Bedroom:18x14 Master Bed:Wall to Wall Carpet 1 • Master Bedroom Level:Second Bed 2:14x14. Bed 2:Wall to Wall Carpet Floor Bed 2 Level:Second Floor Bed 3:14x12 - • Bed 3.Wall to Wall Carpet Bed 3 Level:Second Floor Bed 4:24x13 ` -! j • Bed 4:Wall to Wall Carpet Bed 4 Level:Third Floor i Bathrooms • Master Bathroom:Yes Full Bathrooms:3 - Half Bathrooms:1 1055 Salem St,North Andover,MA 01845 I 9,900 $59 • Bath 1:6x6 Bath 1:Hal Bath 19Stone/Ceramic Tile 4 9 13 Full,1 Half Bal 3,400 Sq Ft Floorin • Bath 1 Level:First Floor Bath 2:9x10 - Bath 2:Full Bath 2:Stone/Ceramic Tile Bath 2:Stone/Granite/Solid Bath 2 Level:Second Floor xa 7 Duncan Dr,North Andover, Flooring Countertops Bath 3:9x8 MA 018 45 • Bath 3.Full Bath 3:Double Vanity/Sink Bath 3:With Shower Stall • Bath 3:Stone/Ceramic Tile Bath 3:Stone/Granite/Solid Bath 3 Level:Second Floor Floodng Countertops Kitchen and Dining • Kitchen:25x14 Hardwood Flooring Bay/Bow/Box Windows • Pantry Stone/Granite/Solid Countertops Kitchen Island - - •-Kitchen ievel:.First-Floor Dining Room;14x13 --- - -Dinin Room:Hardwood Flooring, - - --- -- ------ Log In i Sign Up 0 Search A I 1 Property A J Bay/Bow/Box Windows(s) 7 Duncar rt,�l� v � t845 Feedback http://www.realtor.com/realestateandhomes-detail/1049-Salem-St North-Andover MA 01... 6/4/2014 1049 Salem St,North Andover, MA 01845 -New Home for Sale - realtor.com® Page 2 of 4 • Dining Room Level:First Floor $599,900 3 Bd 12 Full,1 Half Ba 12,701 Sq Ft Other rooms ----- • Living Room:16x14 Living Room:Hardwood Flooring �• Living Room:French Doors Sponsored_ by • Living Room Level:First Floor Family Room:20x20 Family Room:Fireplace, MoVII ng Cost Calculator _ Hardwood Flooring ` • Family Room Level:First Floor f -Room 1 Name:Play Room Room 1:12x23 ._._____....._...._......_..._......__.__..____._.,..._............_.._...._: • Room 1:Wall to Wall Carpet Room 1 Level:Third Floor Room 2 Name:Bathroom Move From Move To • Room 2:8xg, Room 2:Full Bathroom ' Room 2:Double Vanity/Sink Zip Lookup • Room 2:Closet-Linen Room 2:Stone/Ceramic Tile Room 2:Countertops- zip code !01845 . Stone/Granite/Solid I - - �• Room 2 Level:Third Floor Laundry Level:First Floor Basement Features:Full,Interior Size of Move Packing - ' Access,Garage Access,Concrete t�7 Floor I 2-3 Bedroom Ml i None Interior Features - Get Estimates Get a Free Moving Quote • Central Vacuum • Cable Available Walk-Up Attic Building and Construction • House Style:Colonial Tile Flooring :• Wall To Wall Carpet Flooring a _ • Hardwood Flooring : Roof Material:Asphalt/Fiberglass Poured Concrete Foundation Shingles Frame Construction • �.,1.i,, - • Year Built Description:Actual, No,Rooms:9 - y • .- Under Construction a I Exterior and Lot Features • Deck Professional Landscaping Sprinkler System • Screens Lot Description:Wooded,Paved Acreage:0.39 rl Drive,Cleared,Level Road Type:Public,Paved,Publicly i Maint. • Frontage:229.00 Exterior:Vinyl - Garage and Parking ------- -�" : Real Estate Resources • Under,Garage Door Opener Parking Spaces:6 Number of Garage Spaces:2- Parking 'reattorcom• Learn How to Green Your Home Heating and Cooling reakorcom• Compare Monthly Payments on Your • Fireplaces:1 - Cooling:Central Air Heat Zones:2 i Dream Home • Cooling Zones:2 HEATING:Central Heat,Forced- Air,Propane ADT Free Installation&Free Activation extended! . .._.._��__._._- __.._Y_...._.__........J - . Utilities • ElecMcity:200 Amps Hot Water.Propane Gas Connection Icemaker Connection • City/Town Water Private Sewerage Applianceso ).• . • Range Dishwasher. Microwave n School Information • Grade School:Sargent Middle School:Nams High School:Nahs Other Property Info $ • City:North Andover State:MA - County:Essex . • Zoning:Res Directions:Salem Sl.just past Insulation:Full xF Huckleberry Additional Details MLS MLSPIN - - MLS ID .71681605 Listing Brokered by WILLIAM RAVEIS-ANDOVER I(978)475-5100 Listing Agent KATHY CYRIER-Click my photo for Instant Home Valuation VISA Public Records Property Information from local public records. Beds 3 Bed Baths - OPENS P A 9 House Size 1,019 Scl Ft Lot Size 0.27 Acres UNDER• • TOP Year Built 1927 Price - MARINE INDUSTRIAL • r . Property Type Single Family Home Stories 2 Style Conventional Garage - i Units - Cooling - .Pool ._�,^_,....._._ ._... .�.. .. '."Cdnstrudtion.._... .. _....._........._..,._._. ...._.._...._ _,..__.„_--_..._ .._... _. ..,......_.__,..._.I.�.. Construction- Log In SignLp i 0 Search• 1 Property• j Get realtor.con*on mobile Feedback http://www.realtor.com/realegtateandhomes-detail/1049-Salem-St North-Andover MA 01... 6/4/2014 1049 Salem St,North Andover, MA 01845 -New Home for Sale - realtor.com® Page 3 of 4 Heating Hot Water Year Renovated - Rooms 6 Roofing Asphalt Fireplace - Location Street View Map Show Nearby Listings --- ., i . . . .. ..y....- --.. ._. .. .. ... . _ _ � N Road emst v G flj f O\ I { 02014MicrosoftCorporation ®201314okia Get Driving Directions - On Site Last refreshed 1 Day Ago - - - Added to Site May 14,2014 Direct access URL http://w .realtor.conVmalestateandhomes-detail/1049-Salem-St_North- Andover MA_01845_M49220-61058 Homes Near 1049 Salem St Address - Status Price Beds. Baths Sq Ft - 1053 Salem St Not For Sale - 4 43,208 .__. ................. -----._._.. .._...... ......._..._.._.. .. .,_. ............ ...........__ ......-.... 1055 Salem St For Sale $599,900 4 4 3,400 1020 Salem St Not For Sale .^~ - 4 3 2,808 10 Foster St Not For Sale - 4 - 3 3,874 ...... .... ._...... .___.... _...._.__ :........... .._----.._ ......_ _.-...._. _..._ 1044 SalerrSt Not For Sale 4 2, 1,978 1063 Salem St LL Not For Sale 3 3 1,872 48 Huckleberry Ln mm� Not For Sale - 4 3 - 2,935 1062 Salem St Not For Sale - 4 2 1,383 42 Huckleberry Ln Not For Sale - - 5 4 3,318 56 Huckleberry Ln Not For Sale -- - 43 3,052 ..... ......._...__.—. ......_._.. .___...__ ............ ....._—_... ..._....---.. ..........._. _.- -- 22 Boxford St Not For Sale - 3 1 -1,199 - -- 70 Huckleberry Ln _ Not For Sale .. - - 4 3 3,020 - Contact Information Save Listing{ Print Brochure Request More Details Ask a Question Send to... (855)503-4923caii for more info. j Tell me more about this property ; First Name Last Name - 1 Email Phone Number(optlonaq 1 Message(optiona0 I would like more information regarding this property at 1049 Salem St -^ in North Andover. Log In j Slgn'up'i' `0"Search C 1`Property i Get realtorcomS on mobile Feedback I http://www.realtor.com/realestateandhomes-detail/1049-Salem-St North-Andover MA 01... 6/4/2014 1049 Salem St,North Andover, MA 01845 -New Home for Sale -realtor.com® Page 4 of 4 �,f Request More Details Serviced by a real estate professional.Privacy Policy i E New Homes Near 1049 New Homes in Nearby New Homes in Nearby Salem St Cities Zips View More New Homes in North Lyme,NY 01749 Andover,MA Village of Iron Ridge,W - 02493 View More New Homes in 01845 Binder,FL 01740 >View More Nearby Cities >View More Nearby ZIPS It would be foolish to buy a home without doing your research.If you're considering a new home at 1049 Salem St or anywhere else,learn all the details at realtoccwm®.Be confident . before you buy by taking advantage of the detailed database and powerful search engine that realtor.com®puts at your disposal. 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