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HomeMy WebLinkAboutBuilding Permit #973-15 - 62 COMPASS POINT ROAD 5/27/2015I\ Permit No#: BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION F0 Ar V PROPERTY - OWNER On an Print Print 100 Year Structure yes MAP PARCEL: ZONING DISTRICT: H -Historic District yes Ix Machine Shop Village yes X TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential El New Building 0 One family El Addition �(Two or more f mily r4 El Industrial El Alteration No. of units: El Commercial 0 Repair, replacement El Assessory Bldg El Others: D Demolition D Othe r ".Ser)tic 0,Well 0'-RQ,0dpL;a(n,, n Weja4ds, 11; W h, e hate" Pi stric d wat`i- /s, pr-,, ewer F, OWNER: Name: Address: 51 Contractor Name: 7-S Email: +J9�ULU�, Address: �'blny, iQ DESCRIPTION OF WORK I U bh Ftz-KI�UKMtU: Type or Pi�int Clearly , crfsf� % Phone: Phone: U_ - Supervisor's Construction License:- OS 05q 3_5q _Exp. Date: . k a y Home Improvement License: j. Date: -1 GL�lj ARCH ITECT/ENGI NEER V-Cn"T-) C-0, Lel, Phone: (�71 (23 33�7 S D S -;t Address: �SJQ Reg. No. 337 5 FEE SCHEDULE: BULDING PERMIT.'$IZOO PER $1000.00 OF THE TOTAL ESTIMATED COSTBASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ -3 ( 0 Check No.: Rece-ipt No.: NOTE: Persons contracting w1th unregistered contractors do not have access to the guarantyfund Location 6 2 e �JCIIS-S- 94 No. —q-1 -�) — � L5 Date Check litsil 2,j'� 3 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee $ TOTAL $ Building Inspector Location 62 No. Date Check4t7925- TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee $ 5-3 TOTAL Plans Submitted 0 Plans Waived Certified Plot Plan El Stamped Plans F1 TYPE OF SEWERAGE DISPOSAL Public Sewer El Tanning/Massage/Body Art El swhming Pools El well El Tobacco Sales El Food Packaging/Sales D Private (septic tank, etc. El Pennanent Dumpster on Site El THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On COMMENTS CONSERVATION Reviewed on S; / c� (0 1 L -5 COMMENTS LI;L - 14 ;)-t HEALTH COMMENTS Signature. Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decisionlreceipt submitted yes_ pl� I Board Decision: Comments Conservation Decision: Comment 7 Water & Sewer Connection/sil f-,7-7 -1 -qnature &D�� Driveway Permit ]DPW Town Engineer: Signature: 170% Located 384 Osgood Street I sit �j 08% -e rii% Q RAR RIM -­NTj (t eafEd a �%M4MCSffff L 0 4� 1�- J-, I Dimension Number of Stories: 3 . Total square feet of floor area, based on Exterior dimensions. -a n -S Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NO I Lb and UATA — (For department use L3 Notified for pickup Call Emai I Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4. 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 �6 Building Permit Application 4� Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract 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 10TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe: Building Permit Revised 2014 CHUS, CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 973-15 on 5/27/2015 Date: January 19, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 62 Compass Point 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: Berry Co. LLC 62 Compass Point North Andover, MA 01845 Bu�lding inspectJr Fee: PrePaid $100.00 Receipt: 28835 Check: 7876 A 1% a: ol L I. %P dmW 40 Cot a 0 cc Ca 0 va Aiv 0, E CL C) JT v E tm 0 r . 0 ik 0 p -E it q 0— CL Cc 7 tl- > CCU (D U) r_ > 0 w 0-0 tm Qr- 0 :2 m -4— 0 0 CL (D cc. 3) c -0 tm 0 a E cc -0 CD (D CL 0 co co .6- 4- r- -0— o 2 LU m :E .0 LU E 00 -0 0 o -0, cn CL a) -5; w F= w M 0 r_ m o " 0 -W 0- 0 0 M, 0 t; LU ui (1., U\ LAJ 0. LU LL 0. M (A V) z u LU E 0 co LU LU co (U co e uj —i Ui — - -1 0 U --a 0 0- 0 (11 L 0 L, u LL bo 0 L� tto =) 0 Q) V. tao :3 0 cc 1 a! =3 Ln 0 cc Ca 0 va Aiv 0, E CL C) JT v E tm 0 r . 0 ik 0 p -E it q 0— CL Cc 7 tl- > CCU (D U) r_ > 0 w 0-0 tm Qr- 0 :2 m -4— 0 0 CL (D cc. 3) c -0 tm 0 a E cc -0 CD (D CL 0 co co .6- 4- r- -0— o 2 LU m :E .0 LU E 00 -0 0 o -0, cn CL a) -5; w F= w M 0 r_ m o " 0 -W 0- 0 0 M, I all 0 LU 0 0. cn E 0 0 U Z CL 0 Z2 CD a U) 01 - Cf) -0 ui 0 CD 0 x z 0 ui 0 CL C-) cn 1614 0 a LLI LU —i CL CL 0 a) 0 r -L C-) U) C cc I all a] CLEAResult 50 Washingtoo Street, Suite 3000 Westborough, MA 01581 I ECC 2012 �02.4.2. 1 Testing, option Blower Door Testing Date of test: December 28, 2015 G / Fail Street Address: 62 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,400 Square Feet Total conditioned volume: 21,074 Cubic Feet Source of area and volume calculations: Builder Rater X Other HERS Rater: Nicholas Abreu Certification Number: 8368122 Signature: t'44 Builder: TB Building Builder Contact: Tim Barlow Tested Air Leakage Requirement: 3 Air Changes per hour at 50 pascals (ACH50) or less Measurement: ACH50: 2.85 CLEAResult @ 2015 0 .6 _0 0 APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPICTION .4 ED ED cmus'-' BUILDING PERAHT # > ADDRESS/LOCATION OF PROPERTY:- (e -)Q Lmu�� Vn'tn4 0:)-a Map_______yarce1 Lot Number SUBDIVISION: M e rr, ry) (,( . 5 DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)IWILL BE CNARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. _1�' Pennit Issued to: V-0 S� Address: !�l M+ ACkj ROUTING TOWN ENGINEER, SITE PLAN — DRIVE -WAY REVIE CONSERVATION PLANNING El DPW-WATERNIETER v4vo\� SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW File: Application for OC forin revised fan 2007/2011 CLEAResult 50 Washington Street Westborough, MA 01581 IECC 2012 & MA Stretch Energy Code Duct Tightness Verification Date: J-4,VCr(&(- 5, 0_b15' (::P:ass)/ Fail Permit No.: Street Address: Ga &rCfrtt,, ?6C*- r,\OA"\ N)awer-' MN &aq's Total conditioned floor area: D, -�Z btert— Source of Area Calculation: R.,*e,- HERS Rater: 4L614) &a-,:) Certification Number: 86 6 & 10-11-) Signature: Builder: Builder Contact: HVAC Contractor: t 2012 1 ECC - New Construction Post -construction test El Tota I Leakage — 4 CfM/100 ft2 maximum allowed Testing result: CfM/100 ft2 Rough -in test - Total leakage Air Handler Installed? K Yes —4 CfM/100 ft2 maximum allowed El No -3 CfM/100 ft2 maximum allowed Testing result: 3.25. CfM/100 ft2 MA Stretch Energy Code — 401.3 Prescriptive Option for Residential Additions and 401.5 Prescriptive Option for Alterations, Renovations or Repairs Applies to all systems except those in which the air handler and all ducts are located within conditioned space El Leakage to outdoors - 4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft' Results apply to the system as tested on the date above. Compliance is void if any changes are made to the duct system. CLEAResult Copyright 2015 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8'b edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: MERRIMACK TOWNHOMES Date: 1/13/16 Permit No. 973-15 Property Address: G2 - 62 COMPASS PONT, NORTH ANDOVER, MA Project: Check one or both as applicable: X New construction 0 Existing Construction Project description: Wood framed, fire sprinkled, three story town homes in a row of four in the building named "G" with u/g gas, electric, water and sewer services. I KANAYO LALA MA Registration Number: 33710-C E iration date: JUNE 30, 16 , 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: ALL DESCIPLINES for the above named project. 1, 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: I . 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 detennine 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 electronic signature and seal: 978-337-5252 Phone number: Email: kanayolala@gmail.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06112013 -A 21: $'$1 a, Al jt. 7 Ac 41, lk I'M 141' Aa 11 FOUNDATION...AS—BUILT.BUILDING."Go MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. PATOVICIC rllTll�' 9� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 973-15 on 5/27/2015 Date: January 19, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 62 Compass Point 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: Berry Co. LLC 62 Compass Point North Andover, MA 01845 Buf1din/ inspectJr r 9 Fee: PrePaid $100.00 Receipt: 28835 Check: 7876 A rr_� 0 =r 0 co 0 EL F3, co ;a CD co a 0 U) 0 E U) 0 0 -0 0 = —% 0 :5. CD CD r.L 0 (D' cl) CD C-) rL C.) m o CD 0 0 CL 0 FTi (D 0 -0 CD CD 2) CD = 0 co CL C (D OF W D CD 0 ute �mw 0 o UO) 0 Er CD C.) CL 0 0) CL 0 CD — cn < (,) S' . 0 CD 0) .D 7 = �C CL mmo �(D 2) r - C.) 0 :;o -6 IC =3 0 -n 5 Vo A 0 c :3 (D 0 _0 0 CL Pr z (D -n Ln (D =r CD CD CD t') LA V m c") —,% .0 U) 0 r-11. CD -0 ;z Z CL r- m 2) m ;a = o Itz Cl) ic r a M cn — .L > U) 0 --I -0 C) M 0 x I z 0 on o ;o m Cn Cr CD CD 0 CD F 0 U) cn CO CD 0 CA 10 z CD 0 0 0 c): CD co): 0 0 < m o:r CD --I: 0 rr_� 0 =r 0 co 0 EL F3, co ;a CD co a 0 U) 0 E U) 0 0 -0 0 = —% 0 :5. CD CD r.L 0 (D' cl) CD C-) rL C.) m o CD 0 0 CL 0 FTi (D 0 -0 CD CD 2) CD = 0 co CL C (D OF W D CD 0 ute �mw 0 o UO) 0 Er CD C.) CL 0 0) CL 0 CD — cn < (,) S' . 0 CD 0) .D 7 = �C CL mmo �(D 2) r - C.) 0 :;o -6 IC =3 0 -n 5 Vo A 0 c :3 (D 0 _0 0 CL Pr z (D -n Ln (D =r CD CD CD t') LA V m c") CD CD w 0 00, w CL Ln Ln 03 3 C: 0 rD :3 :;o Ln rD 0 =3 0 -n 5 Vo A 0 c :3 (D 0 _0 0 CL Pr z (D -n Ln (D 601) 0 t') LA V m c") —,% .0 i A, IT* ,*oA 4L N cp ! tis !1.0�0 C 44� rD i \IJ n CREScheck Software Version 4.6.1 �J( Compliance Certificate Project 150527—Trust—Merrimac_BldgG_UnitG2—ModelB 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: Window Dh: Vinyl Frame:Double Pane with Low -E Permit Number: Construction Site: Bldg G, Unit G2 North Andover, MA Owner/Agent: Designer/Contractor: 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 joist/Truss: Over Unconditioned Space 416 30.0 0.0 0.033 14 Wall Ist Separation: Wood Frame, 16" D.C. 96 15.0 0.0 0.077 7 Wall 1st Ext 2x6: Wood Frame, 16" o.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 J oist/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" o.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" o.c. 749 21.0 0.0 0.057 36 Window DH: Vinyl Frame:Double Pane with Low -E 86 0.290 25 Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15 Data filenanne: S:\Ebbeling_Ed\150507—Trust — MerrinnacCondos_BldgG_UnitsBB- Page I of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG�_UnitG2_Mode[B.rck v 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 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ame - Project Notes: Building G Signature Date Project Title: 150527 — Trust — Merrimac — BidgG_UnitG2_ModelB Report date: 05/27/15 Data filename: SAEbbeling - Ed\150507—Trust MerrimacCondos—BldgG�_Units!313- Page 2 of 9 BB—NAndover\Rescheck\l��0527—Trust—Merri—mac—BldgG_UnitG2_ModelB.rck fZRESc eck Software Version 4.6.1 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 # Pre-inspection/Plan Review Plans Verified value Field Verified Value T Complies Comments/Assumptions & Req.113 103.1, :Construction drawings and ElComplies 103.2 'documentation demonstrate �nDoes Not [PR111 energy code compliance for the E]Not Observable 0 :building envelope. E]Not Applicable 103.1, 1 Construction drawings and 'ElComplies 103.2, :documentation demonstrate ElDoes Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. EINot Observable Systems serving multiple UNot Applicable dwelling units must demonstrate :compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;E]Complies 403.6 sized per ACCA Manual S based Btu/hr i Btu/hr ElDoes Not [PR212 on loads calculated per ACCA Manual J or other methods Cooling: Cooling: tlNot Observable approved by the code official. Btu/hr Btu/hr ;E]Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low lmpa��� Project Title: 150527 Trust — Merrimac — BldgG_UnitG2 — ModelB Report date: 05/27/15 Data filename: S:\Eb�eling—Ed\150507—Trust—MerrimacCondos—BldgG_UnitsBB- Page 3 of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG_UnitG2—ModelB.rck 2012 IECCI Foundation Inspection I Complies? Comments/Assumptions 303.2.1 A protective covering is installed to U]Complies (FO11]2 protect exposed exterior insulation E]Does Not Q 1.) -and extends a minimum of 6 in. below �E]Not Observable, !grade. ![]Not Applicable 403.8 Snow- and ice -melting system controls TIComplies (FO1212 installed. T]Does Not E]Not Observable; ;EJNot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impa Project Title: 150527 — Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15 Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrirnacCondos_BldgG_UnitsBB- Page 4 of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG_UnitG2_ModelB.rck section # Framing / Rough -In Inspection � Plans Verified Value I Field Verified Value Compile Comments/Assumptions & Req.ID 402.1.1, ;,Door U -factor. U- U_ ;E]Complies rSee the Envelope Assemblies 402.3.4 ElDoes Not table for values. [FRI]' ;FlNot Observable UNot Applicable 402.1.1, :Glazing U -factor (area -weighted U- U_ 'ElComplies See the Envelope Assemblies 402.3.1, average). :13Does Not table for values. 402.3.3. i :E]Not Observable 402.3.6, 402.5 UNot Applicable [FR211 303.1.3 U -factors of fenestration products ElComplies [FR411 :are determined in acco �01)oes Not ! with th e N F RC test proced u re or :taken from the default table. EINot Observable "E]Not Applicable 402.4.1.1 :Air barrier and thermal barrier 1EIComplies [FR23]1 :installed per manufacturer's X-lDoes Not instructions. �ONot Observable EINot Applicable 402.4.3 iFenestration that is not site built 'ElComplies [FR20]1 :is listed and labeled as meeting 1,E]Does Not AAMA /WDMA/CSA 101A.S.2/A440 :or has infiltration rates per NFRC EINot Observable :400 that do not exceed code CINot Applicable �limits. 402.4.4 IC -rated recessed lighting fixtures ,ocomplies [FR16]2 'sealed at housing/interior finish FIDoes Not labeled to indicate :s2.0 cfm UNot Observable :leakage at 75 Pa. EINot Applicable 403.2.1 !,Supply ducts in attics are R- R- ;.ElComplies [FR12]1 :insulated to 2:11-8. All other ducts : R- R - UDoes Not :in unconditioned spaces or :outside the building envelope are: :[]Not Observable ;insulated to ;--R-6. :,E]Not Applicable 403.2.2 !All joints and seams of air ducts, !E]Complies [FR13]1 :air handlers, and filter boxes are QDoes Not 10 sealed. UNot Observable 11EINot Applicable 403.2.3 :,Building cavities are not used as 'ElComplies [FRI 5]3 :ducts or plenums. �E]Does Not -E]Not Observable TINot Applicable 403.3 ;HVAC piping conveying fluids R- R- flComplies [FR17]2 :above 105 QF or chilled fluids ;E]Does Not :below 55 QF are insulated to a:R- :3. ONot Observable UNot Applicable 403.3.1 Protection of insulation on HVAC ElComplies [FR2411 piping. ElDoes Not EINot Observable !E]Not Applicable 403.4.2 Hot water pipes are insulated to R- R- 'ElComplies (FR18]2 --R-3. �E]Does Not :E]Not Observable TlNot Applicable i 111 High Impact (Tier 1) 12 IMedium Impact (Tier 2) 13 ILow lmpac_t_(_T­i_e_r_3_)____J Project Title: 150527—Trust—Merrimac_BldgG—UnitG2—ModelB Report date: 05/27/15 Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrinnacCondos_BldgG�_UnitsBB- Page 5 of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG_UnitG2_ModelB.rck Framing / Rough -in Inspection Plans Verified Field Verified Complies? Comments/Assumptions I I I Value Value & Rea.11) 403.5 Autornatic or gravity dampers are !E]Complies [FR19]2 installed on all outdoor air FlDoes Not .intakes and exhausts. EINot Observable EINot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low lmpac­t_ffi7e_r_3_)___] Project Title: 150527—Trust—Merrimac — BldgG�_UnitG2_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507—Trust—MerrimacCondos BidgG_UnitsBB- Page 6 of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgGLUnitG�—ModelB.rck section # Insulation Inspection � Plans Verified Value I Field Verified Value Complies? Comments/Assumptions Req.ID 303.1 2AII installed insulation is labeled OComplies (IN13]2 or the installed R -values E]Does Not provided. :E]Not Observable ONot Applicable 402.1.1, ;Floor insulation R -value. R- R- 'ElComplies See the Envelope Assemblies 402.2.6 E] Wood n Wood ElDoes Not table for values. [INI]l EJ Steel 0 Steel �,E]Not Observable ;'[]Not Applicable 303.2, Floor insulation installed per ElComplies 402.2.7 :manufacturer's instructions, and ElDoes Not [IN211 in substantial contact with the underside of the subfloor. EINot Observable E]Not Applicable 402.1.1, ;.Wall insulation R -value. If this is a R- R- ElComplies :See the Envelope Assemblies 402.2.5, , mass wall with at least 1/2 of the E] Wood E] Wood E]Does Not table for values. 402.2.6 [IN311 !wall insulation on the wall exterior, the exterior insulation 'f-1 mass 'EJ n Mass ![]Not Observable :requirement applies (FRIO). Steel Steel A�ONot Applicable 303.2 :Wall insulation is installed per DComplies [IN4]1 manufacturer's instructions. ElDoes Not OR �[_-]Not Observable 'IDNot Applicable Additional Comments/Assumptions: I I 11-ligh Impact (Tier 1) - 12 IMedium Impact (Tier 2) - 13 11 -ow lmpaq �ier 3)� Project Title: 150527-Trust-Merrimac-BldgGLUnitG2_ModelB Report date: 05/27/15 Data filenarne: SAEbbeling_Ed\150507-Trust - MerrimacCondos-BidgGLUnitsBB- Page 7 of 9 BB-NAndover\Rescheck\150527-Trust-Merrimac-BidgG_UnitG2_ModelB.rck section # Final inspection Provisions � Plans Verified value I Field Verified Value T Complies? T Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R -value. R- R- ;See the Envelope Assemblies 402.2.1, F1 Wood Wood ;EIDoes Not i table for values. 402.2.2, 402.2.6 'E] Steel E] Steel EINot Observable [FI111 k 'EINot Applicable 303.1.1.1, iCeiling insulation installed per �E]Complies 303.2 ;manufacturer's instructions. DDoes Not [F1211 :Blown insulation marked every EINot Observable :300 ft2. :E]Not Applicable 402.2.3 Mented attics with air permeable ElComplies [F122 ]2 insulation include baffle adjacent FIDoes Not ,to soffit and eave vents that ,extends over insulation. []Not Observable i EINot Applicable 402.2.4 Attic access hatch and door R- R- LIComplies [F1311 ;insulation aR-value of the ElDoes Not adjacent assembly. E]Not Observable EINot Applicable 402.4.1.2 :Blower door test@ 50 Pa. <=5 ACH 50 ACH 50 Momplies [FI17]1 !ach in Climate Zones 1-2, and E]Does Not <=3 ach in Climate Zones 3-8. ;[]Not Observable :E]Not Applicable 403.2.2 Duct tightness test result of <=4 cfm/100 cfM/100 IE]Complies I [F1411 :cfm/100 fl:2 across the system or ft2 ft2 :nDoes Not <=3 cfm/100 fl:2 without air handler @ 25 Pa. For rough -in ;E]Not Observable 'tests, verification may need to T]Not Applicable occur during Framing inspection. 403.2.2.1 :Air handler leakage designated :E]Complies [F12411 :by manufacturer at <=2% of ElDoes Not design air flow. il[:]Not Observable EINot Applicable 403.1.1 Programmable thermostats 1EIComplies [Flg]2 installed on forced air furnaces. �E]Does Not FINot Observable EINot Applicable 403.1.2 Heat pump thermostat installed �OComplies [FIJO]2 on heat pumps. UDoes Not 0-1 []Not Observable EINot Applicable; 403.4.1 Circulating service hot water 'ElComplies [1`11112 systems have automatic or I E]Does Not -4 �accessible manual controls. EINot Observable EINot Applicable 403.5.1 All mechanical ventilation system ElComplies [F125 ]2 fans not part of tested and listed ElDoes Not HVAC equipment meet efficacy .and air flow limits. EINot Observable EJNot Applicable 404.1 .75% of lamps in permanent ElComplies [F1611 fixtures or 75% of permanent E]Does Not fixtures have high efficacy lamps.: ;Does not apply to low -voltage EINot Observable lighting. EINot Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507—Trust — MerrimacCondos—BldgG_UnitsBB- Page 8 of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG�_UnitG2_ModelB.rck Section # i Final Inspection Provisions Plans Verified Value Field Verified Value Comp �1es?::[:Cornrnents/AssurnptIons & Req.ID 404.1.1 Fuel gas lighting systems have �DComplies [F123]3 no continuous pilot light. E]Does Not i ONot Observable :E]Not Applicable 401.3 Compliance certificate posted. �OComplies [F[7]2 []Does Not 9) EINot Observable E]Not Applicable 303.3 ;Manufacturer manuals for 'ElComplies [F[18]3 mechanical and water heating ElDoes Not ,Q) systems have been provided. f EINot Observable LINot Applicable Additional Comments/Assumptions: I I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low jmpact-(—T-ie-r-3)---] Project Title: 150527 Trust - Merrimac - BidgG_UnitG2_ModelS Report date: 05/27/15 Data filename: S:\Eb�eling-Ed\150507-Trust-MerrimacCondos-BldgG�_UnitsBB- Page 9 of 9 BB-NAndover\Rescheck\150527-Trust-Merrimac-BidgG�_UnitG2_ModelB.rck 2012 �ECC Energy Effidency Certfficate Above -Grade Wall 21.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System:. Water Heater: Name: Date: Comments CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION Bldg.G - #805-15 REPORT NO: Eighteen TO: Building Commissioner- Permit Nunber Bldg.H - #506-15 400 Osgood Street, N Andover, MA Bldg. I - 4505-15 Bldg. J - #072-2016 Merrimack Condominiums PROJECT NAME OR NUMBER: 60,62, 64, & 66 Compass Point, Units G 1, G2, G3, & G4 STREET ADDRESS: 52 & 50 Compass Point, Units HI & H2 48 & 46 Compass Point, Units 11 & 12 TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow UP DATE PREVIOUS ISSUES: DATES April 178 2015 through July 23, 2015 CONDITIONS: Partial Sunny Spring Day - 64F LICENSE 4 CS 059359 Buiding "D" is 70% complete. COMMENTS: Installation of electric & plumbing rough -ins are in progress in Building "H" & "I" WORKIN PROGRESS.Building "I" - framing is 90% complete. Building "H" - framing is 90% complete. Building "G" - framing is 60% complete. In general low soffit in garage should be limited to 2' width off walls. SITE VISITS: Inspected on July 23 for the excavation for "J" & progressing work in D, G, H & 1. RELATEDISSTLES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION: % 48% of the all 15 buildings REPORTING ARCHITECT:_ Kanayo Lala IN COMPLIANCE WITF1 MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS Kanayo Lala -&&Aik"A� ARCHITECT OF RECORD: VV­�_Ojm. _DA'IE: JULY 23, 2015 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 271 �875.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 62 Compass Point 973-15 on 5/27/15 New Townhome CD 0 z rmP, o CD CL CL > 0 0 IC) CL Cr 2) CD 0 w Go a CD CL 0 S" = CO CD CD 0 r-41. 0 ,.W� 0 0 F r_ 0 CD 0 CD CD a U) CD 0 z 0 CD a 0 CD a z cn C/) I 00-0 — =r --I 0 0 0) =C io = cr cn - U) 0 -0 Fn CD r.L 0 CD 0 CD 0 r -L 0 m 0 a ;a = – a vi, -4 o 2: U) CD 0 0 M 0 Fn cn m 0 CD CD EL CD U) 0 D (D CD 0 < A 0 o 0 -h C7 =r CD Cn 0 r.L . K -S to 0 r- L Z'. 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NOW & Wr a 1=-w 'OUND'TIG".'S—BUILT.W.BUILDIlkaG.&GO N ti Im MERRIMAC COND13MINIUMS ROUTE 114,, NORTH ANDOVER.. MASS. PROJECT ND NAND13 SCALE, V=40' DRAWN BY, PCG DATEj 5/1/15 CHECKED BYISC SHT, 1 REV - I - SEDt OFs I C31 a C330 C37 oil, c34 CM C39 c36 —.j2(, ito 48:f c35 I— #1 0. /.R' �k�wlx -11ri IV, 7.3. 00 �10 T 10 CERTIFIED PLOT PLAN to anim um mnom =may um mm u=wm momm mm M= Ck nc mmvm PUM r= DU P=J= nf rMKMTM M 94M MU Nff VMLA'M AW ZMM RUM17040M PZGkt= &TrdJCn= 'M PIMM I V LW WFSEI w WACM fmaram rm fuw tt ow'm Im u='m E=l f0cm ann *Jicn"m inew inicnam m rm uumcumGm M MW JW =dW I L MUM kh vs m c=Tw=Tm is w*-Tmurammm Am is ruvm Khm vm Tw PRMM TMT TW DFUMTM OWN HU =N *=MATMY FVRMiM Wf ne awo" " Tm fm FOUNDATION...AS-BUILT-.BUILDING."G& MUM C, laftl4m mol MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. PRMJECT ND NAND13 SCALE, 1'=40" No J�. ;I DRAWN BY* PCG DATEi 5/1/15 CHECKED BYSC SHTt I REVISED !01 C40�* C4 CRESc eck Software Version 4.6.1 �J( Compliance Certificate Project 150527—Trust—Merrimac_BldgG_UnitG2—ModelB 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: 0.0 Permit Number: 40 Construction Site: Owner/Agent: Designer/Contractor: Bldg G, Unit G2 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 J oi st/Truss: Over Unconditioned Space 416 30.0 0.0 0.033 14 Wall Ist Separation: Wood Frame, 16" D.C. 96 15.0 0.0 0.077 7 Wall 1st Ext 2x6: Wood Frame, 16" o.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 J oist/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" o.c. 749 21.0 0.0 0.057 36 Window DH: Vinyl Frame:Double Pane with Low -E 86 0.290 25 Project Title: 150527 — Trust J Merrimac — BldgGLUnitG2_Moc1elB Report date: 05/27/15 Data filename: S:\Ebbeling Ed\150507—Trust—MerrimacCondos BldgGLUnitsBB- Page I of 9 B B—NAndover\Rescheck\15 0527—Trust—Merri mac_BldgG_Un itGf_Model B. rck 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 R�Scheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Notes: Building G Project Title: 150527 — Trust — Merrimac — BldgGLUnitG2_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling Ed\150507—Trust MerrimacConclos B1dgGLUnitsBB- Page 2 of 9 BB—NAndover\Rescheck\l�-0527—Trust—Merri—mac—BidgG_UnitGf_ModelB.rck RESc eck Software Version 4.6.1 Inspection Checklist C�(J 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 Pre-inspection/Plan Review value Field Verified T Complies 7`1rnm ents/Assumptions & Req.IDI 103.1, :Construction drawings and ;nComplies 103.2 documentation demonstrate E]Does Not [PR111 I :energy code compliance for the UNot Observable building envelope. EINot Applicable 103.1, :Construction drawings and 'ElComplies 103.2, :documentation demonstrate 'E]Does Not 403.7 [PR311 �,energy code compliance for Jighting and mechanical systems. EINot Observable 0 Systems serving multiple EINot Applicable ;dwelling units must demonstrate :compliance with the IECC :Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: "Elcomplies 403.6 ;sized per ACCA Manual S based Btu/hr— Btu/hr :ODoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: �T]Not Observable Manual J or other methods Btu/hr 'approved by the code official. Btu/hr — :E]Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 150527 – Trust–Merrimac–BidgG_UnitG2_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507–Trust – MerrimacConclos BldgG�_Units1313- Page 3 of 9 BB–NAndover\Rescheck\150527–Trust–Merrimac–BldgG_UnitG�_ModelB.rck 2012 IECCI Foundation Inspection Complies? Comments/Assumptions 303.2.1 'A protective covering is installed to TIComplies [FO11]2 protect exposed exterior insulation ElDoes Not V Q and extends a minimum of 6 in. below : grade. :E]Not Observable: :E]Not Applicable 403.8 Snow- and ice -melting system contr—ols E]Complies [FO12]2 installed. 'E:]Does Not ;E]Not Observable: i jElNot Applicable Additional Comments/Assumptions: I I I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low lmpac:t7:(T:Te��r3) Project Title: 150527 — Trust J Merrimac — BldgGLUnitG2 — ModelB Report date: 05/27/15 Data filename: S:\Ebbeling Ed\150507—Trust MerrimacCondos—BidgGLUnitsBB- Page 4 of 9 BB—NAndover\Rescheck\l��-0527—Trust—Merri—mac—BldgG_UnitG2_ModelB.rck section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions Req.ID 402.1.1, :Door U -factor. U_ U_ ElComplies :See the Envelope Assemblies 402.3.4 PDoes Not table for values. [FR1]1 I UNot Observable 'E]Not Applicable 402.1.1, :Glazing U -factor (area -weighted U_ U_ ,E]Complies :See the Envelope Assemblies 402.3.1, average). :E]Does Not : table for values. 402.3.3, 402.3.6, �,E]Not Observable 402.5 :[]Not Applicable [FR211 303.1.3 U -factors of fenestration products ',E]Complies [FR411 are determined in accordance '�[:]Does Not 0 ;with the NFRC test procedure or Observable taken from the default table. IDNot T]Not Applicable 402.4.1.1 Air barrier and thermal barrier TIComplies [FR23]1 installed per manufacturer's ;,[]Does Not instructions. ONot Observable EINot Applicable 402.4.3 ;Fenestration that is not site built ElComplies (FR20]1 :is listed and labeled as meeting ElDoes Not AAMA /WDMA/CSA 101/i.S.2/A440 'or has infiltration rates per NFRC E]Not Observable 1400 that do not exceed code UNot Applicable .limits. 402.4.4 IC -rated recessed lighting fixtures OComplies [FR16]2 sealed at housing/interior finish ElDoes Not �0) :and labeled to indicate :s2.0 cfm 'EINot Observable leakage at 75 Pa. 'E]Not Applicable 403.2.1 Supply ducts in attics are R- R-_ Complies [FR12]1 :insulated to �tlk-& All other ducts : R- I R - ;E]Does Not a :in unconditioned spaces or ! — :outside the building envelope are: UNot Observable :insulated to 2:11-6. A :E]Not Applicable 403.2.2 :All joints and seams of air ducts, IE]Complies (FR13]1 :air handlers, and filter boxes are 'ElDoes Not sealed. 1, 'E]Not Observable UNot Applicable 403.2.3 ;,Building cavities are not used as �,E]Complies [FR15]3 !ducts or plenums. E]Does Not EINot Observable 13Not Applicable 403.3 HVAC piping conveying fluids R- R- Zkomplies [FR17 ]2 above 105 QF or chilled fluids ElDoes Not 10) below 55 QF are insulated to �-R- !UNot Observable .3. :E]Not Applicable 403.3.1 ;,Protection of insulation on HVAC ElComplies [FR2411 �piping. ElDoes Not E]Not Observable �E]Not Applicable 403.4.2 Hot water pipes are insulated to R-_ R- :E]Complies [FR18]2 aR-3. ElDoes Not 1,E]Not Observable CINot Applicable 111 High Impact (Tier 1) 12 1 Medium Impact.(Tier 2) 3 1 Low impact (Tier 3) 1 Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15 Data filenarne: SAEbbeling_Ed\150507_Trust — MerrimacCondos BldgG�_UnitsBB- Page 5 of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG�_UnitG�_ModelB.rck Section Plans Verified Field Verified # Framing / Rough -In Inspection Value Value Complies? Comments/Assumptions & Req.ID � I I I I I 403.5 Automatic or gravity dampers are i ElComplies [FR1 9]2 installed on all outdoor air ElDoes Not intakes and exhausts. M) :[]Not Observable EINot Applicable Additional Comments/Assumptions: I I I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) 1 Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15 Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrirnacCondos_BldgG_UnitsBB- Page 6 of 9 BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG_UnitG2_ModelB.rck section # Insulation Inspection Plans Verified Value Field Verified Value Complies 7 -Comm ents/Assumptions & Req.ID 303.1 All installed insulation is labeled �DComplies UN13 ]2 or the installed R -values DDoes Not provided. :[]Not Observable :E]Not Applicable 402.1.1, Floor insulation R -value. R- R- �E]Complies :See the Envelope Assemblies 402.2.6 Fj Wood F1 Wood :F -]Does Not table for values. I [IN1]1 E) Steel F] Steel :,E]Not Observable UNot Applicable 303.2, ;Floor insulation installed per 10complies 402.2.7 ;manufacturer's instructions, and ElDoes Not [IN211 Jn substantial contact with the :[]Not Observable underside of the subfloor. E)Not Applicable 402.1.1, Wall insulation R -value. If this is a' R- R-- ;,E]Complies :See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the E] Wood Wood ElDoes Not :table for values. 402.2.6 [IN311 :wall insulation on the wall exterior, the exterior insulation E] mass Mass :E]Not Observable requirement applies (FR10). E] Steel E] Steel :E]Not Applicable 303.2 Wall insulation is installed per DComplies [IN411 manufacturer's instructions. ElDoes Not E]Not Observable 1EINot Applicable Additional Comments/Assumptions: 11- 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low Impact: �ier 3) � Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15 Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrirnacCondos—BldgG_UnitsBB- Page 7 of 9 BB—NAndover\Rescheck\150527 Trust—Merrimac—BldgG_UnitG2_ModelB.rck Section # Final Inspection Provisions Plans Verified Value Field Verifi Value Complies? Comments/Assumptions & Req.113 402.1.1. ;Ceiling insulation R -value. R- R-_ .'ElComplies ;See the Envelope Assemblies 402.2.1, E] Wood n Wood ;E]Does Not table for values. 402.2.2, 402.2.6 EJ Steel E] Steel J -]Not Observable [Fill' TINot Applicable 303.1.1.1, :Ceiling insulation installed per ElComplies 303.2 :manufacturer's instructions. E]Does Not [F12]]. :Blown insulation marked every :300 ft2. ONot Observable ElNot Applicable 402.2.3 �Vented attics with air permeable ElComplies [F122]2 :insulation include baffle adjacent ElDoes Not to soffit and eave vents that extends over insulation. �,E]Not Observable ElNot Applicable 402.2.4 iAttic access hatch and door R- R- :[kcimplies (F1311 :insulation �R-value of the UDoes Not :adjacent assembly. ;E]Not Observable :E]Not Applicable 402.4.1.2 :.Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies [FI17]1 ;ach in Climate Zones 1-2, and UlDoes Not <=3 ach in Climate Zones 3-8. UNot Observable U]Not Applicable 403.2.2 Duct tightness test result of <=4 cfm/100 cfM/100 :E]Complies [F[4]1 cfm/100 ft2 across the system or ft2 ft2 'E]Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough -in IL]Not Observable ,tests, verification may need to :E]Not Applicable occur during Framing Inspection. 403.2.2.1 iAir handier leakage designated ElComplies [F124]1 :by manufacturer at <=2% of '�E]Does Not :design air flow. E]Not Observable ONot Applicable 403.1.1 Programmable thermostats ElComplies (F1912 .':installed on forced air furnaces. ElDoes Not UNot Observable 'ElNot Applicable 403.1.2 Heat pump thermostat installed ElComplies [1`11012 :on heat pumps. DDoes Not 0 1EINot Observable UNot Applicable 403.4.1 'Circulating service hot water :[:]Complies [FIJJ]2 !systems have automatic or E]Does Not -0) accessible manual controls. ElNot Observable �ONot Applicable 403.5.1 All mechanical ventilation system 'E]Ccimplies [F125]2 'fans not -part of tested and listed 'E]Does Not HVAC equipment meet efficacy !E]Not Observable and air flow limits. ElNot Applicable 404.1 ,75% of lamps in permanent 'ElComplies (F1611 �fixtures or 75% of permanent ElDoes Not .fixtures have high efficacy lamps. EINot Observable Does not apply to low -voltage �lighting. EINot Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) _F3TLow ImpacajTfier3) Project Title: 150527-Trust-Merrimac.BidgG-UnitG2-ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\l50507_Trust - MerrimacConclos BldgG_UnitsBB- Page 8 of 9 BB-NAndover\Rescheck\150527-Trust-Merrimac-BidgG�_UnitG�_ModelB.rck Section # Final Inspection Provisions � Plans Verified Value I Field Verified Value 1 Complies? 1 Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have EComplies (F123]3 no continuous pilot light. ElDoes Not !E]Not Observable EINot Applicable 401.3 'Compliance certificate posted. ElComplies [F17]2 ElDoes; Not �E]Not Observable I E]Not Applicable 303.3 Manufacturer manuals for ElComplies (FI18]3 mechanical and water heating ElDoes Not !systems have been provided. !E]Not Observable []Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impa Project Title: 150527—Trust—Merrimac—BidgG_UnitG2_ModelB Report date: 05/27/15 Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrimacCondos BldgG_UnitsBB- Page 9 of 9 BB—NAndover\Rescheck\150527 Trust—Merrimac—BidgG_UnitG�_ModelB.rck r2012 �ECC Energy 41 Effidency Certificate Above -Grade Wall 21.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS -059359 '� 4. 1 Is TIMOTHY M BAOD�Y- P.O. BOX # 12 South Grafton MA 01 0 Expiration Commissioner 0112412016 Office of Consumer Affairs & Business Regulation ME IMPROVEMENTCONTRACTOR Type, gistration: 143758 I 16A 19)k xpiration: L712 DBA (q BARLOW BUILDING"z TIM BARLOW 13 DEPOT ST S. GRAFTON, MA 0156 Undersecretary A N 4 Kanayo Lala, P.E . ............. 03/03/2014 PROJECT: Merrimack Condominiums G -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERSMOISTS /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 30.00 PSF 429.90 PLF qs= 29.10 Cd= 1 TOTALLOAD 753 PLF I= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 3510 LBS 3.25 FT Ra= 2925 LBS 7341 LB =TOTAL REACTION TRIBUTARYWIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 10.50 PSULVL 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 A 3 1465.24 = I Deflection 0.836 IN = U 240 For Total Load Required L/240 Deflection2 0.139 IN = U 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 BOLTED WITH 5/8"DIA@1 2-O.C. IN TWO ROWS. Of VA MYO H. LALA No. 33710-C it Kanayo Lala, P.E . ............. 03/03/2014 PROJECT: Merrimack Condominiums G -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERSMOISTS /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 TOTALLOAD 753 PLF I= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 6211 LB =TOTAL REACTION TRIBUTARYWIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 7.00 PSULVL 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 A 3 976.83 = I Deflection 0.643 IN = U 308 For Total Load Required L/240 Deflection2 0.000 IN = U 540 For Live Load Required U360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK KANAYQ H. LALA No. 33710-C Xj KI I Kanayo Lala, RE . ............. 03/03/2014 PROJECT: Merrimack Condominiums G -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERSMOISTS /RAFTERS Third Floor Beam T3 Supporting Floor & Point Load From TI& 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 TOTALLOAD 900 PLF I= 1 Crn=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= 2000000 PSI JOISTIGIRDER SPAN 17 LF Fb= 2900 PSI WIDTH- IN 14.00 PSULVL 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 A 3 1953.65 = I Deflection 0.433 IN = U 252 For Total Load Required U240 Deflection2 0.378 IN = U 419 For Live Load Required U360 Fcp'= 499 PSI OK 3.00 In Bearing Length Fv'= 189 PSI OK USE BETTER HEADER#84 (FLITCH BEAM) 3-LVLs 11 7/8"WITH 2-3/8" STEEL PLATE Of BOLTED WITH 5/8" DIA @ 12"O.C. IN TWO ROWS. USE 2-LVLs 11 7/8" FOR BEAM T4. Kanayo Lala, RE . ............. 03/03/2014 PROJECT: Merrimack Condominiums G -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERSMOISTS /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 TOTALLOAD 900 PLF I= 1 Crn=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 3.25 FT Ra= 13327 LBS 7650 LB =TOTAL REACTION TRIBLITARYWIDTH 18.00 LF E= 29000000 PSI JOIST/GIRDER SPAN 17 LF Fb= 24000 PSI WIDTH- IN 6.50 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 A 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 U360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W12X30, DEPTH=12.34" AND FLANGE WIDTH=6.5". USE 2-LVLs 11 7/8" FOR BEAM T4. (rCl.t= K-01.6 Kanayo Lala, RE . ............. 03/03/2014 PROJECT: Merrimack Condominiums G -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T5 Supportinci 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 TOTALLOAD 540 PLF 1= 1 Crn=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 JOISTIGIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 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 A 3 488.41 =I Deflection 0.355 IN = L/ 439 For Total Load Required L/240 Deflection2 0.000 IN = U 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. KAMY0 H. LALA No. 33710-C Kanayo Lala, P.E . ............. 03/03/2014 PROJECT: Merrimack Condominiums G -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 TOTALLOAD 640 PLF I= 1 Crn=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 PSULVL 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 A 3 488.41 =I Deflection 0.421 IN = U 371 For Total Load Required L/240 Deflection2 0.000 IN = U 593 For Live Load Required L/360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK Of MANAAM H NO. 33710-C RL Kanayo Lala, P.E . ............. 03/03/2014 PROJECT: Merrimack Condominiums G -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERSMOISTS /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 TOTALLOAD 73 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 4160 LBS 3.25 FT Ra= 3467 LBS 713 LB =TOTAL REACTION TRIBLITARYWIDTH 1.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 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 A 3 488.41 =I Deflection 0.244 IN U 318 For Total Load Required U240 Deflection2 0.493 IN L/ 437 For Live Load Required U360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK KIII14YO LALA No. 33710-C Kanayo Lala, RE . ............. 03/03/2014 PROJECT: Merrimack Condominimums G -TYPE -BB -Compass Ponit, N Andover, MA DESIGN FOR - GIRDERSMOISTS /RAFTERS Garage Door Header S3 Supporting Two Floors, Roof, Wall & Point Load From TI 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 TOTALLOAD 1777 PLF 1= 1 Crn=1 WIND SPEED 90 MPH 29.10 PSF POINT LOAD 4900 LBS 6 FT Ra= 3118 LBS 14657 LB =TOTAL REACTION TRIBLITARYWIDTH 9.75 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 5.25 PSULVL 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 A 3 2228.94 = I Deflection 0.665 IN = U 240 For Total Load Required L/240 Deflection2 0.160 IN = L/ 403 For Live Load Required L/360 Fcp'= 677 PSI OK 5.00 In Bearing Length Fv'= 245 PSI OK USE 2-LVLs 11 7/8" FOR BEAM S4. Iq KANAYO LALA, P.E ........ - 03/03/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 60,62,64 & 66 COMPASS POINT, NORTH ANDOVER, MA BUILDING "G" UNIT G1, G2, G3 & G4 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 DL Moment Long Wall 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) 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(l) 1/2" 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 IRC2009 R602.10 AND 780CMR51 AMENDMENTS TO IRC2009. 76 ACCORV CERTIFICATE OF LIABILITY INSURANCE- f6h.� DATE (NMIDD(WW) F 2/10/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERrIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERnFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUrHORZED REPRESENTATIVE OR PRODUCER, AND -THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policyfies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statemert on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Coonan Insurance Agency, Inc. 267 Main Street Oxford, MA, 01540 CONTACT -NAME: PHONE FAX (Aic.No,F,di- (508) 987-7122 UMNO: (508) 987-7152 E-NIAIL ADDRESS: cindy@coonaninsurance.com INSURERS) AFFORDING COVERAGE NAIC # INSURERA: Travelers 11/3/15 INSURED INSURER B: TJK, Inc. INSURERC: PO Box 12 INSURER D: South Grafton, MA 01560 INSURER E: LINSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANDCONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AML SUBR POUCY NUMBER POLICY EFF IMMIDDNYM POLICY EKP (MMMD(YM) UNITS A GENERALUA131UTY MMERCIAL GENERAL LIABILITY CLAIMS-MADEFx—]OOCUR 1:701 -Cindy Davis 680-335M1703-14 11/3/14 11/3/15 EACH OCCURRENCE $ 1,000,000 _ DAMAGE TO RENTED C PREMISES (Ea occu 0) $ 300,000 ME D EXP (A ny o ne person) $ 5,000 PERSONAL & ADV I NJURY $ 1,000,000 — GENERAL AGGREGATE s 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PE R X1 P0LICYF_1 M Ll LOC PRODUCTS - OOMP/OP AGG s 2,000,000 $ AUTOMOBILE LIABILITY ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS HIREDAUTOS NON -OWNED AUTOS INED SINGLE LIMIT (CEOTocide.) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ acciderd) $ UMBRELLA UAB EXCESS LIAB F OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A VYORKERS COMPENSATION AND EMPLOYFRS' LIABILITY Y/N ANY PROPRIE70RIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? 7N (Mandalory In NH) If yes describe under DES�RIPTION OF OPERATIONS below NIA IE-UB-9914NOl-3-15 1/26/15 /26/16 X I Tw,,C,�rA,,TU, I E.L. EACH ACCI DENT $ 100,000 LIEL. DISEASE - EA EMPLOYE $ 100,000 E.L. DISEASE - POLICY LIMIT s 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Aftach ACORD 101, Addrdonal ReFmrks Schedide, If more space Is reqd red) CERTIFICATE HOLDER CANCELLATION @ 1988-20 10 ACORD CORPORATION. All rights reserved. ACOR D 25 (2010/05) The AC ORD na me and logo are registered marks of ACID RD Phone: Fax: E -Mail: tdbuilding@aol.com 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 -Cindy Davis @ 1988-20 10 ACORD CORPORATION. All rights reserved. ACOR D 25 (2010/05) The AC ORD na me and logo are registered marks of ACID RD Phone: Fax: E -Mail: tdbuilding@aol.com