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Building Permit #197-2017 - 38 COMPASS POINT ROAD 8/24/2016
OF NORTH q BUILDING PERMIT tTLE�."�. TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION _ Permit No#: �Aimw� Date Received �s �RaTEG ZSS CHUDate Issued: RTANT:Applicant must complete all items on this page 4 LOCATION 1p , t PROPERTY OWNER L Print 100 Year Structure yes CD MAP PARCEL: ZONING DISTRICT:...--- Historic District yes CD Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential } New Building ❑ One family ❑Addition KTwo or more fa fly ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic El1/Velll ❑='Floodplain, `Wetlands ; q Watersheds®istnct `Water/Sewer -- DESC .. _ __ _ __ - _•., R PTI N O W RK TO BE PERFORMED: ' OL C�CA(-CkGP Id ntifi tion ,P ease Type or Print Clearly � (�(, Phone: q1� �sl ��� OWNER: Name: &(-6=1 j Address: AO ->J- �T'2l V,S6Vt'Lj Contractor.Name+ � : �'1C,• Phone: Sb Email: .` I C�8 Address: (� 1'�Ck \ � �� a C)1S;U) - Supervisor's Construction Licenser tS�L'j 3 5C1 Exp. Date: Home Improvement License: 1� ��g Exp. Date: ARCHITECTIENGINEER YI aiG.C�h l_C., GAS_ Phone: 'u 3>5 Address: 'Q VCr "y'CA OC-0tl Mc., Reg. No. �� L FEE SCHEDULE:BULDINGPERMIT:MOO PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$ ©00PER OD Total Project Cost: $ 1 FEE: $ � ! t Check No.: 97A Receipt No.: b� NOTE: Persons contractin with unre ' tered contractors do not have acces to the aranty fund :� _- { Location No. t"l' `/.t1) Date 17 1, • • TOWN OF NORTH ANDOVER . Certificate of Occupancy $L'� Building/Frame Permit Fee $ ��' Foundation Permit Fee Other Permit Fee $ TOTAL $ 5 54,3 Check# y Building Inspector i J i Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL c Public Sewer Sw;,,,,n;n Pools ❑ Tanning/Mas sageBody Art ❑ g Well Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Pennanent Dumpster on Site ❑ f THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM � PLANNING M DEVELOPMENT Reviewed On b121:9/1(, Signature_ f I COMMENTS p1,�411117D� f CONSERVATION Reviewed on A0 Signature �' r COMMENTS t aaAs' 0-Vj WEALTH Reviewed ori Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments - Conservation Decision: Comments Water&. Sewer Connection/Signature& Dateg� 46 Driveway Permit � — DPW Town Engineer: Signature. Located 384 Osgood Street FIREDEPAR�T�MENT Temp�Dumpster on site, es ►,' yfr�"v�`K'# ' ��frw� ' r�`?`�IAMh X. 'g �k :'�6 :. , ; .z_..i.L..i a nol. Locatetl.atf124 Main►Strretx ru rite t L=��-•--;,�; r. 'F reDe � a� ..�`C •�5 1 � .� w ` as-��. ,..t ' ( �tfy:'.�ti.rit• y N� `7� �chi '�. 1 partment signature /date ,, >!{.`- `' �` .. f i T ''�'! .ik'_•n{Qty- (,.c`' :+li'+-t"q f'�a'(=�rti? '•r+' I:'t`� '", t �U +..a.'-r• �-�-.�+a: 'COMM ENTS- 7 �� - - - - L I Dimension Number of Stories: 3 Total square feet of floor area, based on Exterior dimensions. � Total land area, sq. ft.: l. f 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.$10041000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name L _ Doc.Building Permit Revised 2014 J Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.0-And C.S.L. Licenses � Copy Of Contract ;rF Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: 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 st then get this recorded at the Registry of Deeds. One copy and proof of recording that the appeal period is over. The applicant mu must be submitted with the building application Doe:Building Permit Revised 2014 5/4/2017 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 197-2017 Date: May 04,2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON: 38 Compass Point MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. , Certificate Issued to: Berry Trust llc Building Inspector This is an e-permit To learn more,scan this barcode or visit northandoverma.viewpointcloud.comt#/records/24592 1/1 5/4/2017 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 194-2017 Date: May 04,2017 r � THIS CERTIFIES THAT r THE BUILDING LOCATED ON: 38 Compass Point MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Berry Trust Ilc Building Inspector This is an e-permit.To learn more,scan this barcode or visit north and overma.viewpointcloud.com/#/records/24592 1/1 � �10RTfi ; Town of Andover . r p No. 1 � h ver, Mass, O 41 "I 1, COC NIC"IWICK V S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ....... .. � BUILDING INSPECTOR . . ...... ................................................... has permission to erect .......................... buildings on Fo tion ?� l y ? Rough � to be occupied as ...?3....I6�fftl ��.4.....t .�.�.44Q.... y i+5�i�. Ia.e,w c, y+ v provided that the person accepting this permit shall in every res ct conform to the term4�V7 of the ap ation Fina /4:4 provided ' 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. ALUMBING INSP T Rough -- �� �i/!9 VIOLATION of the Zoning or Building Regulations Voids this Permit. Final .5 .� ?'1 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL IN PECTOR. UNLESS CONS "T.0"", IO Rou Service . ........... . .. .............. ........ BUILDING IN ECTO Fina ` �_ L, 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 DEPA TMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det e '77 '� -77 l'G� Final Construction Control Document To be submitted at completion of construction by a = r a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:MERRIMACK TOWNHOMES Date:4/27/17 Permit No.072-2016 Dated 8/24/16 Property Address: J4—38 Compass Point,North Andover,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description:New two residence units in a two story wood framed building with full basement. I Kananyo Lala,MA Registration Number: 33710-C Expiration date: 6/30/18,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical Fire Protection Electrical X Other:Describe ALL DESCIPLINES for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or OF electronic signature and seal: KAMY0 H.UkLA N NO.33710-C S, IST 1 hL Phone number: 978-337-5252 Email:kanayolala@gmail.com r _ Buildirig Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 BLDG"E" EXISTING FOUNDATION BLDG"F" EXISTING FOUNDATION 4' ti EXISTING EX DN EXISTING OUNDATION BLDG"H" 4 BLDG"G" cQ� 4' \ h 2.0, EXISTING FOUNDATION G �'0. BLDG"I" gip. ryyp A' EXISTING FOUNDATION O/ BLDG"J" 0 •o. CERTIFIED PLOT PLAN NO OTHER USE INTENDED BOUNDARY LINES AND EASEMENTS SHOWN ARE BASED ON THE APPROVED, RECORDED PLANS FOR THIS PROJECT. THE FOUNDATION AS SHOWN DOES NOT VIOLATE ANY ZONING REQUIREMENTS REGARDING STRUCTURE TO PROPERTY LINE OWNER/APPLICANT- OFFSETS. ONE HUNDRED FOURTEEN THIS PLAN IS NOT TO BE USED TO ERECT FENCES, OTHER ANCILLARY TRUST STRUCTURES, OR FOR LANDSCAPING LIMITS, 51 MOUNT JOY DRIVE TEWKSBURY, MA 01876 THIS CERTIFICATION IS NON-TRANSFERRABLE, AND IS FURTHER MADE WITH THE PROVISION THAT THE INFORMATION SHOWN HAS BEEN ACCURATELY FURNISHED BY ASSESS.MAP&LOT#: THE OWNER TO THIS FIRM. 106D-63 F❑UNDATI[IN AS-BUILT BUILDING "J" PATRICK C. GARNER, PLS MERRIMAC C❑ND❑MINIUMS .4 . ROUTE 114, NORTH ANDOVER, MASS, t,A OF Mq �''-r °� s�»�!, PROJECT N❑+ NAND13 SCALE+ 1'=40' o� Hca;�..�, PATRICK. , 0 C. DRAWN BY+ PCG DATE, 10/24/15 GARNER � Ho 32661 H CHECKED BY+ SC SHTi 1 9o�F 9NA.AN00 REVISED+ v ❑F+ 1 Home Energy Rating Certificate Property HERS Rating Type: Confirmed Certified Energy Rater: Nicholas Abreu 38 Compass Point Rating Date: 5/2/2017 Rating!Number: North Andover, MA 01845 Registry ID: 765684100 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 51 _ bleating 30.9 $553 30% General Information _^ — J cooling 0 $0 0% Conditioned Area 2339 sq. ft. House Type Townhouse, end unit Hot Water 3.8 $203 11% Conditioned Volume 19882 cubic ft. Foundation Unconditioned basement flights/Appliances 22.1 $946 51% Bedrooms 3 photovoltaics =0.0 $.0 -0% Service Charges $157 8% Mechanical Systems Features _ _ Total 56.8 $1859 '100% Heating: Fuel-fired air distribution, Natural gas, 96.1 AFUE. r - -----,— -- — ----- ---- Heating: Fuel-fired air distribution, Natural gas, 96.1 AFUE. L - -criteria Water Heating: Heat pump„Electric, 3.06 EF, 80.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 75.04 CFM25. 2009 International Energy Conservation Code Ventilation System None Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-48.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0240,SHGC: 0.250 Above Grade Walls R-21.0 Infiltration Rate Htg: 2.32 Clg: 2.32 ACH50 Foundation Walls R-0.0 Method Blower door test CLEAResult Nicholas Abreu Lights and Appliance Features 50 Washington Street Percent interior Lighting 100.00 Range/Oven Fuel Natural gas Westborough,MA 01581 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-326-7506 Refrigerator(kWh/yr) 610 Clothes Dryer EF 3.01 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 REM/Rate-Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. ®1985-2016 Noresco, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. j LEAesult 50 Washington Street Westborough, MA 01581 IECC 2012&MA Stretch Energy Code Duct Tightness Verification (:D Fail Date of Test 1/30/2017 Permit# Street Address 38 Compass Point North Andover MA Conditioned Floor Area 2339 Source of Area and Volume Calculations: Builder Rater X Other HERS Rater: Nick Abreu Certification# 8338122 Signature Builder Barlow Building and Excavating Builder Contact Tim Barlow HVAC Contractor J&J Heating and Air Conditioning 2012 IECC-New Construction Post-Construction Test Total Leakge-4cfm/100ft2 maximum allowed Maximum Leakage 93.56 Test Result 0 Rough-in Test-Total Leakage Air Handler Installed? X Yes-4 cfm/100ft2 maximum allowed No-3 cfm/100ft2 maximum allowed Maximum Leakage-4 cfm/100ft2 93.56 Maximum Leakage-3 cfm/100ft2 70.17 Testing Result 75.04283627 cfm/100ft2 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 271 ,87 '''5.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 38 Compass Point 197-2017 on 8/24/2016 single family condo NORTII Town of ?_ s ndover 0 0 )qj 6161 oh ver, Mass, �y coc"Ic«ew.cw �1' S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ....... .. CL►� BUILDING INSPECTOR ..2 . ........ ... .... Foundation has permission to erect .......................... buildingson •.... � Rough to be occupied as ...�—�....l�%I� .....Co.... .. ..... . ... ... .. ..tth�e chimney provided that the person accepting this permit shall in every res ct conform to the termon 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 Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR-.-- 4 NSPECTOR - UNLESS CONS T10 Rough Service ...... ........... ..... .............. :....... Final BUILDING IN ECTO 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. REScheck Software Version 4.6.2 K Compliance Certificate Project 160714 Trust MerrimackCondos_BIdgj_UnitsB-B-B-B_NAndover Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 2,326 ft2 Glazing Area 12% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Bldg J,Unit J4 North Andover, MA Compliance: 0.0%Better Than Code Maximum UA: 327 Your UA: 327 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1st Floor: All-Wood JoistfTruss:Over Unconditioned Space 416 30.0 0.0 0.033 14 Wall 1st Separation: Wood Frame, 16" o.c. 96 15.0 0.0 0.077 7 Wall 1st Ext 2x6:Wood Frame, 16" D.C. 812 21.0 0.0 0.057 40 Window DH:Vinyl Frame:Double Pane with Low-E 32 0.290 9 Door Front Ground Fir entry: Glass 20 0.260 5 Door Back: Glass 34 0.290 10 Door Metal: Solid 18 0.160 3 Floor 2nd Over garage/entry:All-Wood Joist/Truss:Over Unconditioned Space 481 30.0 0.0 0.033 16 Floor 2nd Over entry:All-Wood J oist/Truss:Over Outside Air 39 30.0 0.0 0.033 1 Wall 2nd Floor 2x6:Wood Frame, 16"D.C. 855 21.0 0.0 0.057 39 Window DH:Vinyl Frame:Double Pane with Low-E 100 0.290 29 Window Fix:Vinyl Frame:Double Pane with Low-E 19 0.280 5 Window CSMT:Vinyl Frame:Double Pane with Low-E 12 0.260 3 Door Slider: Glass 34 0.290 10 Wall 2nd Fir Separation: Wood Frame, 16" o.c. 279 15.0 0.0 0.077 21 Ceiling Bay Win: Flat Ceiling or Scissor Truss 6 30.0 0.0 0.035 0 Wall 3rd Floor: Wood Frame, 16"D.C. 749 21.0 0.0 0.057 36 Window DH:Vinyl Frame:Double Pane with Low-E 86 0.290 25 Project Title: 160714_Trust_MerrimackCondos_BldgJ_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 1 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust MerrimackCondos BldgJ_UnitsB- B-B-B_NAndover\REScheck\160714 Trust_MerrimackCondos_Bldg)_UnitsB-B-B-B_NAndoverj4.rck Tim Window Awn:Vinyl Frame:Double Pane with Low-E 7 0.270 2 DoorFrench: Glass 18 0.260 5 Wall 3rd Separation: Wood Frame, 16"o.c. 243 15.0 0.0 0.077 19 Ceiling Main: Flat Ceiling or Scissor Truss 936 38.0 0.0 0.030 28 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 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Building J, Unit J4 Project Title: 160714_Trust_MerrimackCondos_BldgJ_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 2 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust MerrimackCondos BldgJ_UnitsB- B-B-B_NAndover\REScheck\160714_Trust_M errimackCondos_BidgJ_UnitsB-B-B-B_NAndoverj4.rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the V building envelope. Not Observable ❑Not Applicable 103.1, Construction drawings and ElComplies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]' lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: OComplies 403.6 sized per RCCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 3 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust MerrimackCondos BIdgJ_UnitsB- B-B-B_NAndover\REScheck\160714 Trust_MerrimackCondos_Bldg)_UnitsB-B-B-B_NAndoverj4.rck Section _T # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not V) ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 4 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust MerrimackCondos BldgJ_UnitsB- B-B-B_NAndover\REScheck\160714 Trust MerrimackCondos_Bldg)_UnitsB-B-B-B_NAndoverj4.rck Section # Framing/Rough-In inspection Value Value Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]' ❑Not Observable M ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 U 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not 14 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies [FR12]1 insulated to>_R-8.All other ducts R- R- ❑Does Not in unconditioned spaces or outside the building envelope are ❑Not Observable insulated to>_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers, and filter boxes are ❑Does Not sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not V) ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- ❑Not Observable 3. ❑Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not N ❑Not Observable ❑Not Applicable i i 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_BIdgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 5 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust MerrimackCondos_BIdgj_UnitsB- B-B-B_NAndover\REScheck\160714 Trust MerrimackCondos Bldgj_UnitsB-B-B-B_NAndoverj4.rck Sec Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19)2 installed on all outdoor air ❑Does Not J intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 6 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust_MerrimackCondos_Bldgj_UnitsB- B-B-B_NAndover\REScheck\160714 Trust_MerrimackCondos Bldgj_UnitsB-B-B-B_NAndoverj4.rck section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel []Not Observable 4 ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions,and []Does Not [IN2]1 in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 11/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation 41 requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not + ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 160714 Trust MerrimackCondos Bldgj UnitsB-B-B-B NAndover Report date: 08/10/16 Data filename: Page 7 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust MerrimackCondos Bldgj_UnitsB- B-B-B—NAndover\REScheck\160714 Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B—NAndoverj4.rck 'Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 0 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ftz. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not IV, <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ftz ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ❑Not Applicable tests,verification may need to pP occur during Framing Inspection. 403.2.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies IF19]2 installed on forced air furnaces. ❑Does Not N' ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not s., ❑Not Observable ❑Not Applicable 403.4.1. Circulating service hot water ❑Complies (FI11]2' systems have automatic or ❑Does Not WA, accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies (FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 75%of lamps in permanent ❑Complies [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 8 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714_Trust MerrimackCondos Bldgj_UnitsB- B-B-B_NAndover\REScheck\160714 Trust MerrimackCondos_Bldgj_UnitsB-B-B-B NAndoverj4.rck Section pians Verified Field Verified # Final Inspection provisions Value Value Complies? Comments/Assumptions &Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Ter 2) 3 1 Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 9 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust_MerrimackCondos_Bldgj_UnitsB- B-B-B_NAndover\REScheck\160714 Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndoverj4.rck 2012 SEC C Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): ❑ y�� �v Window 0.29 Door 0.29 Heating System• Cooling System• Water Heater• Name: Date: Comments BLDG"E" EXISTING FOUNDATION BLDG"F" EXISTING FOUNDATION 4' BLDG"D" o EXISTING ry�o EXISTING FDN OUNDATION BLDG"H" 4 BLDG"G" h X60 2.0. EXISTING C10 P� FOUNDATION v/A 'o, 7BLDG � "I" .o. A EXISTING OFOUNDATION A BLDG"J" J �$O 0 •o. CERTIFIED PLOT PLAN NO OTHER USE INTENDED BOUNDARY LINES AND EASEMENTS SHOWN ARE BASED ON THE APPROVED, RECORDED PLANS FOR THIS PROJECT. THE FOUNDATION AS SHOWN DOES NOT VIOLATE ANY ZONING REQUIREMENTS REGARDING STRUCTURE TO PROPERTY LINE OWNER/APPLICANT, OFFSETS, ONE HUNDRED FOURTEEN THIS PLAN IS NOT TO BE USED TO ERECT FENCES, OTHER ANCILLARY TRUST STRUCTURES, OR FOR LANDSCAPING LIMITS. 51 MOUNT JOY DRIVE TEWKSBURY, KA 01876 THIS CERTIFICATION IS NON-TRANSFERRABLE, AND IS FURTHER MADE WITH THE PROVISION THAT THE INFORMATION SHOWN HAS BEEN ACCURATELY FURNISHED BY ASSESS.MAP&LOT# THE OWNER TO THIS FIRM. 106D-63 Aad c f FOUNDATION-AS-BUIL T BUILDING-"J PATRICK C. GARNER, PLS MERRIMAC CONDOMINIUMS 4�, ,-, ROUTE 114, NORTH ANDOVER, MASS, 0F �y � ..� �A PROJECT NO: NAND13 SCALE1 1'=40' PATRICK. C. ": r DRAWN BYi PCG DATE: 10/24/15 GARNER 9 No 32sst �p� CHECKED BY: SC SHT: 1 LL SJ� REVISED t � Kanayo LGIa, P.E. .............03/03/2014 PROJECT: -f ilerdmack OondommTums J-tYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T1 Supporting Floor,Wall,Attic&Point Load From T5 LOADS: DEAD LOAD 22.54 PSF 323.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.0.0 PSF 429.90 PLF qs= 29.10 Cd= 1 TOTAL LOAD 753 PLF 1=- 1 Cm= 1- WIND SPEED 100 MPH 29.10 PSF POINT LOAD 3510 LBS 3.25 FT Ra= 2925 LBS 7341 LB=TOTAL REACTION TRIBUTARY WIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 10.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 35786 LB-FT MOMENT2= 9506 LB-FT 246.78 =S provided OK S= 187.42 IN^3 1465.24 =I Deflection= 0.836 IN =L/ 240 For Total Load Required 1-1240 Deflection2= 0.139 IN =L/ 421 For Live Load Required L/360 Fcp'= 652 PSI OK 1.50 In Bearing Length Fv'= 123 PSI OK USE BETTER HEADER#65 (FLITCH BEAM) 2-LVLs 11 7/8"WITH 1/2"STEEL PLATE ��OF BOLTED WITH 5/8"DIA@12"0.C. IN TWO ROWS. KANAYO . H. LALA M Na.337140 iSTE1� •r`�410 AL ,� e � Kanayo Lala, P.E. .............03/03/2014 PROJECT. Merrimack Condominiums J-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T2 Supporting Floor,Wall&Attic LOADS: DEAD LOAD 22.54 PSF 322.95 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 429..90 PLF qs= 29.10 Cd= 1 TOTAL LOAD 753 PLF r= I. Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 6211 LB=TOTAL REACTION TRIBUTARY WIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 7.00 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 25620 LB-FT MOMENT2= 0 LB-FT 164.52 =S provided OK S= 106.02 IN^3 976.83 =I Deflection= 0.643 IN =U 308 For Total Load Required 0240 Deflection2= 0.000 IN =L/ 540 For Live Load Required L/360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK ill OF f Kimyo H. LAI.A N No.33710-C � C1ST; �1 fsS10 AC Kanayo Lala, P.E. .............03/03/2014 I PROJECT., Merrimack Condomirrticrms J-TYPE BB-Compass Point, N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T3 Supporting Floor &Point Load From T1&T2 LOADS: DEAD LOAD 20.00 PSF 360.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 540.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 900 PLF 1= 1 Cres`= t WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 3.25 FT Ra= 13327 LBS 7650 LB=TOTAL REACTION TRIBUTARY WIDTH 18.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 17 LF Fb= 2900 PSI WIDTH- IN 14.00 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 32513 LB-FT MOMENT2= 43313 LB-FT 329.04 =S provided OK S= 313.76 IN^3 1953.65 = I Deflection= 0.433 IN =L/ 252 For Total Load Required U240 Deflection2= 0.378 IN =L/ 419 For Live Load Required L/360 Fcp'= 499 PSI OK 3.00 In Bearing Length Fv'= 189 PSI OK USE BETTER HEADER#84 (FLITCH BEAM) 3-LVLs 1117/8"WITH 2-3/8"STEEL PLATE BOLTED WITH 5/8"DIA @ 12"O.C. IN TWO ROWS. 0,,A60f 12 t USE 2-LVLs 11 7/8"FOR BEAM T4. KANAYC H. LflLJi �'• No.33710-0 F�Btb At Kanayo Lala, P.E. .............03/03/2014 PROJECT: 1Vlerrimack Condominiums J-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T3-STEEL Supporting Floor &Point Load From T1&T2 LOADS: DEAD LOAD 20.00 PSF 360.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 540.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 900 PLF 1= 1 Cmfl- 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 3.25 FT Ra= 13327 LBS 7650 LB=TOTAL REACTION TRIBUTARY WIDTH 18.00 LF E= 29000000 PSI JOIST/GIRDER SPAN 17 LF Fb= 24000 PSI WIDTH- IN 6.60 36KSI W1 2X30 12.34 IN = d Fv= 16200 PSI ROOF PITCH- N :12= Fc= 24000 PSI Fcp= 405 PSI MOMENT= 32513 LB-FT MOMENT2= 43313 LB-FT 38.60 =S provided OK S= 37.91 IN^3 210.00 =I Deflection= 0.278 IN =L/ 392 For Total Load Required L/240 Deflection2= 0.242 IN =L/ 654 For Live Load Required L/360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W12X30,DEPTH=12.34"AND FLANGE WIDTH=6.5". OF USE 2-LVLs 117/8"FOR BEAM T4. KANAY0 H. LALA N No.33710-C CtSTE� t`�« i Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums J-TYPE BB-Compass Point, N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T5 Supporting Floor&Wall LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 300.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 540 PLF 1= 1 Cm=1' WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3510 LB=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11408 LB-FT MOMENT2= 0 LB-FT 82.26 =S provided OK S= 47.20 IN^3 488.41 = I Deflection = 0.355 IN =L/ 439 For Total Load Required 1-1240 Deflection2= 0.000 IN =L/ 790 For Live Load Required L/360 Fcp'= 669 PSI OK 1.50 In Bearing Length Fv'= 127 PSI OK ALSO USE 3-LVLs 117/8"FOR BEAM T6. OF VAN. LALA d+ No.33710.0 �5St4 AL r- I Kanayo Lala, P.E. .............03/03/2014 i PROJECT: Merrimack Condominiums J-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor Beam S1 Supporting Floor&Wall LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40,00 PSF 400.00 PLF qs= 29.10 Cd= 1 TOTAt'LOAD- 640 PLF I I. Crff= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4160 LB=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 13520 LB-FT MOMENT2= 0 LB-FT 82.26 =S provided OK S= 55.94 IN^3 488.41 =I Deflection= 0.421 IN =L/ 371 For Total Load Required L/240 Deflection2= 0.000 IN =L/ 593 For Live Load Required L/360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK S11 9f i H. LALA �. .e� No.33710-C •Kanayo'Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums J-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor Beam S2 Supporting Floor&Point Load From S1 LOADS: DEAD LOAD 15.00 PSF 19.95 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 53.20 PLF qs= 29.10 Cd= 1 TOTAL LOAD} 73 PLP IM 1 Cm 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 4160 LBS 3.25 FT Ra= 3467 LBS 713 LB=TOTAL REACTION TRIBUTARY WIDTH 1,33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 3.60 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 3477 LB-FT MOMENT2= 11267 LB-FT 82.26 =S provided OK S= 61.01 IN A3 488.41 =I Deflection= 0.244 IN =L/ 318 For Total Load Required 1-/240 Deflection2= 0.493 IN =L/ 437 For Live Load Required L/360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK �SN of Kwyo H. -+ LALA Na.33710-C $f AfCIStEa°1k Kanayo Lala, P.E. .............03/03/2014 PROJECT. Merrimack Condominimums J-TYPE-BB-Compass Ponit,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Garage Door Header S3 Supporting Two Floors,Roof,Wall&Point Load From T1 LOADS: DEAD LOAD 73.72 PSF 718.75 PLF Ce= 1 CF=0.96 SNOW LOAD 38.50 PSF 375.38 PLF Cq= 1 Cs= LIVE LOAD 70.00 PSF 682,50 PLF qs= 29.10 Cd= 1.15 TOTAL LOAF? 1777 PLF 1 1 Cm' - 1 WIND SPEED 90 MPH 29.10 PSF POINT LOAD 4900 LBS 6 FT Ra= 3118 LBS 14657 LB=TOTAL REACTION TRIBUTARY WIDTH 9.75 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 5.25 PSL/LVL 18 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 60461 LB-FT MOMENT2= 18709 LB-FT 350.00 =S provided OK S= 284.87 IN^3 2228.94 = 1 Deflection = 0.665 IN =L/ 240 For Total Load Required 1-1240 Deflection2= 0.160 IN = L/ 403 For Live Load Required 1-/360 Fcp'= 677 PSI OK 5.00 In Bearing Length Fv'= 245 PSI OK USE 2-LVLs 117/8"FOR BEAM S4. ZN Of MNAYO LALA M No.33710-C KANAYO LALA, P.E........-03/03/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 1 OOMPH Wt*D ZONE 38,40,42&44 COMPASS POINT, NORTH ANDOVER, MA BUILDING"J"UNIT J1, J2, J3&J4 26'X 36' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF Building Length 36 ft Building Width 26 ft Building Aspect Ratio= 1.38 Building Area 936 sf Shear End Wall= 11,664 224 PLF Building Mean Height 36 ft Shear Long Wall= 8,424 117 PLF Total Height 45 ft Dead Load of Building 65,520 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 1,179,360 LB-FT 4 FT SPACING FOR 1/2"A.BOLTS 'Dt Moment tong Waif 851,760 LB-FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 209,952 End Wall M -969408 NO UPLIFT Wind Moment Long Wall 151,632 Long W M -700128 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1(1) '/2'OSB/CDX PLY WITH 8D NAILS AT 6"ON EDGES AND 6"ON FIELD-270PLF< 224 PLF REQUIRED FOR THREE STORY HEIGHT-OK SHEAR WALL REQUIREMENT BY TABLE R602.10.1.2(1j '/2'OSB WITH 6D NAILS AT 6"ON EDGES AND 12"ON FIELD PER TABLE R602.3(3) 13 FT CONTINUOUS SHEATHING AVAILABLE ALONG LONG WALL= 19 FT THE MOMENT SHEAR AT THE OPENINGS IS RESISTED BY THE METAL CONNECTION PLATES AS DETAILED ON THE PLANS. FOR A TYPICAL 6'WIDE OPENING IN END WALL AT 224 PLF SHEAR:AT THE OPENING CORNER 673 LBS. A SIMPSON PC66 POST CAP- LATERAL CAPACITY 1285LBS-OK. THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE I-RC2009_R602.1 O AND 780CMR5.1 AMENDMENTS TO IRC2009. OF KAMYO LAU No.337MC �fcISTER C��e`�a�»r�rnraraeal/.1r n�'C'/��aasan�rtsn(t Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration 143758 Type: y Expiration- 3.129/2018 DBA BARLOW BUILDING""— TIM UILDINGTIM BARLOW 13 DEPOT ST S.GRAFTON,MA 01560 Undersecretary Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-059359 Construction supervisor TIMOTHY MICHAEL BAR OW P.O.BOX#12 SOUTH GRAFTON MA 01580 Commissioner 01/2412018 I The Commonwealth of Massqchusetis z. .. Department oflndustrialAccidents _ X Congress Street,Suite 100 d Boston,MA.02114-20.17 www mass.gov/dia s�• Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMI'T'TING AUTHORITY. Applicant Information CC Please Print Legibly Name(Business/Organization/ladividual): TJ 1 nc- Address: � �X �a City/State/Zip: C, (LCU-C 0fl ')C,�1S Phone#: `jCJ-> Are you an employer?Check the apliiropriate box: Type of project(required): 1.Q I am a employer with s employees(full and/or part-time).* 7. .New construction 2.0 I am a sole proprietor cr partnership and have no employees working forme in 8. Remodeling any capacity.[No workers'comp.insurance required.] 3 9. Demolition Q I am a homeowner doing all work myself,[No workers'compAnsurance required.]t 10 []Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.]�Electrical repairs or.additions proprietors with no employees. 6. Plumbing repairs or additions 5.M I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.E]Roof repairs These sub-contractors have employees and have workers'comp.insurance.T 6.Q We are a corporation and its officers have exercised their right of exemption per MGL C. 14.0 Other 152,§1(4),and we have no,employees.[No workers'comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing theirworkers'compensation policy information. homeowners who subriut klvs afCdavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must•attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees.'If the sub-6A�a' tors have employees,lliey must provide their workers'comp.policy number.' lain an employer th at is piovidingworkers'compensation insurance for my employees.'Below is the poliey acid job site information. Insurance Company Name: Policy#or S elf-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby ce ;fy un t e pains and penalties ofperjury that the information provide�djabove is true and correct Si atur Date: O Phone#- 51b S_ 9, S-7 Official use only. Do not write in this area,to be completed by city or town officiaL. City or Town: Permit/License# Issuing Authority(circle one): i 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information. and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for thememployees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, expxess or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver-or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment bd deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commom�ealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill-out-the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and-phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees'other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of-Industrial Accidents foi•confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Dep*arhmnt of Industrial Accidents. Should you have any questions regarding the law ox if you.'are required to obtain a w6rkers' compensation policy,please call the Department at the number listed below. Self-insured companies should'enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be.used as areference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"J"ob Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel. # 617-727-4900 ext.7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 wwwmass.gov/dia DATE(MM/DD/YYYY) AGJR� CERTIFICATE OF LIABILITY INSURANCE a�1o�16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND., EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Coonan Insurance Agency, Inc. PHONEJAIr big ed). FAX 987-7122 A/ N01: (508) 987-7152 267 Main Street ADEss: cind @coonaninsurance.com Oxford, MA 01540 INSUiaE:; -AFFORDING COVERAGE NAIC,i! INSURER A:Travelers INSURED INSURER B: TJK, Inc. INSURERC: PO Box 12 INSURER D: South Grafton, MA 01560 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rGENERAL DOL SUBR POLICY EFF POLICY EXPUMTS OF INSURANCE POLICYNUM3ER M/DDN MMIDD/YYYYTY 680-335M1703-15 11/3/15 11/3/16 EACH OCCURRENCE $ 1 D00 000 DAMAGE TO RENTED PREMISES(Ea Q=EMra $ 300000 L GENERAL LIABILITY avIADE a OCCUR MED EXP(Arty one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2. 00. . 000 GEN'L AGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ 2,000,000 }{ POLICY PRO- LOC $ AUTOMOBILE LIABILITY ( aacciINdent ent)ED LELIMIT $ BODILY INJURY(Per person) $ ANY A UTO ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE NON-OWNED eraccident $ HIRED AUTOS _AUTOS UNBRELLALIAB OCCUR EACH-OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION IE-UB-9914N01-3-16 1/26/16 1/26/17 WC - OTR A R STATUAND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTNE YIN E.L.EACHACGDENT $ 100 000 OFFICER/MEMBER EXCLUDED? "/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is requi fed) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZED REPRESENTATIVE North Andover, MA 01845 lCindv Davis 4988 2010AC0RD}-C0RPORATION. Alt rig'Insreserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: tdbuilding@ aol.com