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HomeMy WebLinkAboutBuilding Permit #537-2016 - 32 Compass Point Road 11/18/2016t °1 NORTH q BUILDING PERMIT li, (V�IW GIA"? h�, t'•_ `--„ 6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION * _ �O eb Permit No#: Date Received �s9 °R,TE° SSACHUS� Date Issued: (� - I ORTANT: Applicantmust complete all items on this page _ ._p_ g LOCATION�0ko-1 � Print ` - PROPERTY OWNER - p Print 100 Year Structure yes no MAP l� PARCEL: i ZONING DISTRICT: J Historic District yes no Machine Shop Village yes. no OWNER: Name: 4 - Please Type or Print Clearly Address: S Contractor Name:�S� IIIc. Phone: 500 ) Address:� -� Exp. Date: Supervisor's Construction License: I� Home Improvement License:_ j ,j Exp. Date:. ARCHITECT/ENGINEER G Phone: (A-7152. % 5� SQ Address: qm)e( CSA Reg. No.-2�% 1 �' FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ONS $125.00 PEI V. i Jotal Project Cost: $ o; 7 I ,&1 FEE: $ p�+ C� Check No.: I Receipt No.; (Zl NOTE: Persons contr ,ting with Ufflxegistere contractors do not have access to the u Panty fund Signature of Agent/Owner Signature of contra, o . r< PROPOSED USE TYPE OF IMPROVEMENT Residential Non- Residential ,New Building ❑ One family ❑ Industrial ❑ Addition Two or more family Y ❑ Commercial ❑ Alteration No. of units: ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Septic 0 Well ❑ Other ❑ Floodplain ❑ Wetlands 0, Watershed District ❑ Water/Sewer r,cL-r010-r1nA1 r10' 1AI(1RK TO RF PFRFORMED: OWNER: Name: 4 - Please Type or Print Clearly Address: S Contractor Name:�S� IIIc. Phone: 500 ) Address:� -� Exp. Date: Supervisor's Construction License: I� Home Improvement License:_ j ,j Exp. Date:. ARCHITECT/ENGINEER G Phone: (A-7152. % 5� SQ Address: qm)e( CSA Reg. No.-2�% 1 �' FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ONS $125.00 PEI V. i Jotal Project Cost: $ o; 7 I ,&1 FEE: $ p�+ C� Check No.: I Receipt No.; (Zl NOTE: Persons contr ,ting with Ufflxegistere contractors do not have access to the u Panty fund Signature of Agent/Owner Signature of contra, o . r< 3 Location �� � +�1 � A No. S.,37 - 9v. • Date It 1 IV Check 4t r 4� TOWN OF NORTH ANDOVER Certificate of Occupancy $' Building/Frame Permit Fee $ZION- .- Foundation Permit Fee $ Other Permit Fee $ TOTAL $ ILI- - �/' Building Inspector J Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ T YPE'OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swinuning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On l) Z()��D Signature_ U6 COMMENTS "IV 1 �alP.l(Yll� Y Ian �, Jnr, 1 I� CONSERVATION Reviewed on_ 1I (Co Signature,I, I, COMMENTS -01t{'',)- HEALTH Reviewed on i Signature 4 COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Water & Sewer Connectio DPW Town Engineer: Siena Comments -Nmension Number of Stories:_ Total square feet of floor area, based on Exterior dimensions. 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 Doe.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. r I 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 NOTE: 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.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 NOTE: 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 ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products VOTE: 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 Doc: Building Permit Revised 2014 K Enter construction cost for fee cal - North Andover Fee Cakulaf/on 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 32 Compass Point 537-2017 on 11/18/2016 SFH O U) CD� , Z CD O Qr Q. D �• O 00 CD CL a� CD O 03 CL O CD CD n rF O O cS-=O °1 y<CD r - y p O 0 a C z c O O 0 ,OC f o o .-� � � m -ti s oW S° `D = CL cu CDU; @ > 0 o = n co coN Q r� o � W rt CD cD CD lion Z '0 0 O A► rnm to �` A y y ''CfA) y O V/ CD O �. 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NA men !tea AWTok B:UTLDINCj'-'K-" F0QNDATl0N-AS-B..UILT- MERRMC CONDMARNIUMS ROUTE 114NORTH ANDOVER., MASSs PROJECT NO.- NAND13 j SCAM 1'=40' DRAWN RY, PCG DAM 1/31/16 CHECKED BY. SC tHT, i REISEDi OFf 1 EXISTING FOUTICNDAI'll, BLDG 52Z.O' EXISTING FOUNDATICOWN tr TDG"IC LJWS AND EASEMOM SKWN AW AMD Mi TW APPMWM, PLANS FtM TMS PfM"T' TW, M04TUN AS SHMM DCXS NOT VIOLATE AW.ZMM, 9C RECiMMING STRUCTUK TO PROPERTY UW MrSET& Mil P1401,35 1401, 7NOT TO BE USED M MECT FOCES, GTHM AMILLARY, Mil U0R FM LANDSCAPM UKT3. THIS CERTMATMW M WM-TF PRomum. THAT lw lwaml THE T13 TMS FIRK pts AND IS FURTHM MADE VM THE x VM ACCMAMY 1"URNISHM SY 7o W E T L A N D to .0-1 Mew! 47 1 vow TC1I Y. NA men !tea AWTok B:UTLDINCj'-'K-" F0QNDATl0N-AS-B..UILT- MERRMC CONDMARNIUMS ROUTE 114NORTH ANDOVER., MASSs PROJECT NO.- NAND13 j SCAM 1'=40' DRAWN RY, PCG DAM 1/31/16 CHECKED BY. SC tHT, i REISEDi OFf 1 CREScheck Software Version 4.6.2 �J( Compliance Certificate Project 161018 Trust MerrimackCondos_Unit-K NorthAndover Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Multi -family Project Type: New Construction Conditioned Floor Area: 2,144 ft2 Glazing Area 9% Climate Zone: 5 (6322 HDD) Permit Date: 648 Permit Number: 0.0 Construction Site: Unit K2 North Andover, MA Owner/Agent: Designer/Contractor: Compliance: 0.3% Better Than Code Maximum UA: 314 Your UA: 313 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 SLAB: Slab -On -Grade: Unheated Insulation depth: 2.0' Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" D.C. Door SLIDER: Solid Door 15 LITE BACK: Glass Wall SEPARATION 2X6: Wood Frame, 16" o.c. Wall 2X4 GARAGE: Wood Frame, 16" D.C. Door METAL FIRE: Solid Floor ABOVE GARAGE: All -Wood joist/Truss:Over Unconditioned Space Wall 1ST FLOOR 2X6: Wood Frame, 16" o.c. Window DH: Vinyl Frame:Double Pane with Low -E Window BAY: Vinyl Frame:Double Pane with Low -E Door SLIDER: Glass Wall 1ST FLOOR SEPARATION: Wood Frame, 16" D.C. Wall 2ND FLOOR 2X6: Wood Frame, 16" o.c. Window DH: Vinyl Frame:Double Pane with Low -E Wall 2ND FLOOR SEPARATION: Wood Frame, 16" D.C. Ceiling ABOVE 2ND FLOOR: Flat Ceiling or Scissor Truss 21 10.0 0.767 16 168 19.0 0.0 0.060 5 40 0.280 11 40 0.300 12 648 19.0 0.0 0.060 39 280 15.0 0.0 0.077 20 20 0.150 3 560 30.0 0.0 0.033 18 464 19.0 0.0 0.060 20 27 0.280 8 28 0.270 8 80 0.280 22 488 19.0 0.0 0.060 29 464 19.0 0.0 0.060 22 95 0.280 27 488 19.0 0.0 0.060 29 803 38.0 0.0 0.030 24 Project Title: 161018 Trust_MerrimackCondos Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018_Trust MerrimackCondos Unit- Page 1 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck 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: Unit K2 Project Title: 161018 Trust MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 2 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck CREScheck Software Version 4.6.2 �(J 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-inspect�onjPlan Reviiew P1ahi 1l 00id F�d{d Verified to`mpties? Gorrimer(tslASsumptiians Value _. 103.1, ;Construction drawings and i ,❑Complies 303.2 documentation demonstrate °r g❑Does Not i [PRill :energy code compliance for the ❑Not Observable building envelope. ❑Not Applicable 103.1, ;Construction drawings and❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 ;energy code compliance for k t [-]Not Observable [PR311 ;lighting and mechanical systems !Systems I Applicable r serving multiple ,❑Not :dwelling units must demonstrate ;compliance with the IECC - 1Commercial Provisions. 302 Heating and cooling equipment is' Heating: � Heating: ❑Complies f 403.b . sized per ACCA Manual S based � p Btu/ /hr ;Btu/hr ❑Does Not [ARJz , on loads calculated per ACCA;Cooling: Cooling: ❑Not Observable Manual J or other methods ;Btu/hr approved by the code official. Btu/hr ❑Not Applicable 5 1 Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 161018 Trust MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 3 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck 5ett�on foundat�ori tnsp ct)an - Plafis verified value ' field verified value = Complies" C�mrrlerjtSlAsSgmpti0f% ` & Req.tD ,❑Complies [FCE312 ito protect exposed exterior❑Does 402.1.1 ;Slab edge insulation R -value. R- R- ❑Complies ;See the Envelope Assemblies [FO1]1 ❑Not Observable ❑ Unheated ❑ Unheated ;❑Does Not ; table for values. ) � • � �` ❑ Heated ❑ Heated ;❑Not Observable 4❑Complies v61212 ❑Not Applicable 303.2, ;Slab edge insulation installed per ': ❑Does Not ❑Complies 402.2.9 manufacturer's instructions. }❑Not Observable ❑Does Not (FO2]1 i ❑Not Observable f ❑Not Applicable 402.1.1 Slab edge insulation ft ft i❑Complies ;See the Envelope Assemblies [17O3]1 depth/length. E❑Does Not table for values. ❑Not Observable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2: Medium Impact (Tier 2) 3Low Impact (Tier 3) Project Title: 161018 Trust MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 4 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck i❑Not Applicable 303.2,1 +A protective covering is installed ,❑Complies [FCE312 ito protect exposed exterior❑Does Not #insulation and extends a ❑Not Observable minimum of 6 in. below grade. .y ) � • � �` ; ,,� ❑Not Applicable E 4153: ;Snow -and ice -melting system 4❑Complies v61212 ;controls installed. ❑Does Not r ti }❑Not Observable r'❑N-ot Appiicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2: Medium Impact (Tier 2) 3Low Impact (Tier 3) Project Title: 161018 Trust MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 4 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck 5ettran # '. `' i~ramtng./.ilaugh to Mspectfd"tr plans Verf�ietl Field Verti•fed > = Cu3npties Comments/Assumptions Value".: Value 402.1.1, ;Door U -factor. U_ U_ ❑Complies ;See the Envelope Assemblies 402,3.4 ;❑Does Not table for values. [FRl]1 t❑Not Observable :❑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, Observable 402.3.6, 402.5 ; ,❑Not '❑Not Applicable [FR2]1 1 303.1.3 ; LI -factors of fenestration products omplies [FR4]1 i are determined in accordance -`❑Does Not with the NFRC test procedure or r N of Observable ;taken from the default table. X' j❑ ❑Not Applicable s 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 1 Fenestration that is not site built ;❑Complies [FR20]1 :is listed and labeled as meeting Does Not AAMA /WDMA/CSA 101/1.5.2/A440a or has infiltration rates per NFRC ...: xa (❑Not Observable 1400 that do not exceed code - ._ _ _ ':�:❑Not Applicable i limits. _'. d 402,4 4 IC rated recessed lighting fixtures` 3❑Complies [FRfi]?. sealed at housing/interior finish Not .,and labeled to indicate s2.0 cfm j❑Not Observable leakage at 75 Pa. 4. u 4❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- '❑Complies [FR12]1 insulated to-aR-8. All other ducts ; R R - Not 16 ;in in unconditioned spaces or []Not Observable outside the building envelope are ; ;❑Not Applicable insulated to >_R-6. 403.2.2 !All joints and seams of air ducts, I❑Complies [FR13]1 :air handlers, and filter boxes are S[]Does Not sealed. v ❑Not Observable ;;i❑Not Applicable 401``2 3 , Building cavities are not used as [ ` ' ❑Complies IFR3513 I ducts or plenums. ❑Does Not ❑Not Observable i i i❑Not Applicable , pipingHVAC conveying R- R- Complies ( [FR 7 J abo a 105 QF or chilled fluids Does Not j below 55 QF are insulated to zR- 3 ;❑Not Observable ;❑Not Applicable 403.3.1 ;Protection of insulation on HVAC y❑Complies [FR24]1 1 piping. x'❑Does Not ),❑Not Observable Al (❑Not Applicable 40;.4.2 Hot water pipes are insulated to R- R- ;❑Complies [# FtB]? i aR-3• j❑Does Not Observable ,❑Not ❑Not Applicable 11 High Impact (Tier 1) Z Medium Impact (Tier 2) Y ]Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: 5:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 5 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck 403;5 Automatic or gravity dampers are ❑Complies tFR19}� installed on all outdoor air _ a []Does Not z intakes and exhausts. []Not Observable ❑Not Applicable i Additional Comments/Assumptions: 111 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 6 of 9 K_NorthAndover\REScheck\161018 Trust_MerrimackCondos_Unit-K NorthAndover K2.rck 303.1 ;All installed insulation is labeled =$LJComplies [ln(13j2 jor 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 ❑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 } ONot 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 1/2 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 E] Steel ❑Steel ❑Not Applicable requirement applies (FR10). 303.2 ;Wall insulation is installed per❑Complies [IN4]1 ! manufacturer's instructions.❑Does Not Observable '([:]Not e t y "s❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: 161018 Trust_ MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 7 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck 5ecttonPlans final Inspe�ctan Provisions:.-,vi=omplies? Verified icield Veri>fied'° CommentslAsswmpticps & itep.fD al Vaiule 402.1.1, :Ceiling insulation R -value. R- R- '❑Complies ;See the Envelope Assemblies 402.2.1, 5 Wood ; F-1 Wood ❑Does Not table for values. 402.2.2, E] Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ; Z❑Not Applicable 303.1.1.1, `,Ceiling insulation installed per❑Complies 303.2 !manufacturer's instructions. r❑Does Not [FI211 Blown insulation marked every ❑Not Observable 300 ftz. r j❑Not Applicable yr 402x2 3 3 Vented attics with air permeable ❑Com li p ' es [h, 2jz } insulation include baffle adjacent a '[]Does Not to soffit and eave vents that Not Observable extends over insulation. G T❑Not Applicable 402.2.4 'Attic access hatch and door R- R- ;❑Complies [FI311 iinsulation >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 <=3 ach in Climate Zones 3-8.❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of <=4cfm/100 cfm/100 1❑Complies [FI411 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 occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designatedj❑Complies -[F124]1 ; by manufacturer at <=2% of w❑Does Not design air flow. 1 1 []Not Observable ; JUNot Applicable 40:1 1 Programmable thermostats°❑Complies [ 191 i installed on forced air furnaces. ❑Does Not Y - k❑Not Observable ❑Not Applicable 403:12 3 Heat pump thermostat installed i❑Complies [Flld� on heat pumps. -❑Does Not, +❑Not Observable ❑Not Applicable + 40;4 1 ;Circulating service hot water ❑Complies [FI1111 ;systems have automatic or 411DoeS Not accessible manual controls. � < ❑ Not Observable f - ❑Not Applicable 40 1 1 All mechanical ventilation systemi i fans =❑Complies tFizS1 not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ;" r❑Not Observable a A❑Not Applicable 404.1 i 75% of lamps in permanent El Complies [FI6]1 fixtures or 75% of permanent [ - r❑Does Not ,fixtures have high efficacy lamps i ! ,❑Not Observable Does not apply to low -voltage ❑Not Applicable ;lighting. 1 High Impact (Tier 1) 2'' Medium Impact (Tier 2) 3.; Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: 5:\Ebbeling_Ed\161018 —Trust _ MerrimackCondos Unit- Page 8 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck Se�tron Plans Verified i=recti Verified Finat Irrspectton Provisions` Carirpties bmments/Assumptrons & tta.ib Vatue Vatue 404;1.1 '''Fuel gas lighting systems have 5''LJComplies (17123,13%.:..no continuous pilot light t ❑Does Not ,❑Not Observable ❑Not Applicable 401. ;Compliance certificate posted. ❑Complies {Fi7]J ❑Does Not ❑Not Observable ?❑Not Applicable 303:3 Manufacturer manuals for ❑Complies (FI1$l3 mechanical and water heating §❑Does Not systems have been provided. „❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) ,, Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 161018 —Trust _ MerrimackCondos Unit -K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 9 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K2.rck 2012 IECC Energy Efficiency a Above -Grade Wall 19.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.28 Door 0.28 Heating System: Cooling System: Water Heater: Name: Date: Comments Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -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 30.00 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 INA 3 1465.24 = I Deflection = 0.836 IN = L/ 240 For Total Load Required L/240 Deflection2 = 0.139 IN = U 421 For Live Load Required 1-/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 PLATEr(Na. Of BOLTED WITH 5/8"DIA@12"O.C. IN TWO ROWS. FAANTAYH. �33714C K Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -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 1= 1 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 1-/240 Deflection2 = 0.000 IN = U 540 For Live Load Required L/360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK 1`� Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums JKTYPE 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 Cm= 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 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 1-/240 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 BOLTED WITH 5/8" DIA @ 12"O.C. IN TWO ROWS. Kwyo USE 2-LVLs 11 7/8" FOR BEAM T4. LA. ((3f(No. 33710-C Kanayo Lala, P.E. .............10/17/16 V PROJECT: Merrimack Condominiums K -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 Cm= 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 6.50 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^3 210.00 =I Deflection = 0.278 IN = U 392 For Total Load Required U240 Deflection2 = 0.242 IN = U 654 For Live Load Required L/360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W 12X30, DEPTH=12.34" AND FLANGE WIDTH=6.5". USE 2-LVLs 117/8" FOR BEAM T4.((W(Na. KANAYO H. LALA 33nac 1� Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -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 INA 3 488.41 =I Deflection = 0.355 IN = U 439 For Total Load Required U240 Deflection2 = 0.000 IN = U 790 For Live Load Required U360 Fcp'= 669 PSI OK 1.50 In Bearing Length Fv'= 127 PSI OK ALSO USE 3-LVLs 11 7/8" FOR BEAM T6. _rt_ KAN00 H. LMA No. 33710,0 Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -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 TOTAL LOAD 640 PLF 1= 1 Cm= 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 INA 3 488.41 =I Deflection = 0.421 IN = U 371 For Total Load Required U240 Deflection2 = 0.000 IN = U 593 For Live Load Required U360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK KANAYO H. LALA No. 33710-C Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -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 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 TRIBUTARY WIDTH 1.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 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= 3477 LB -FT MOMENT2= 11267 LB -FT 82.26 =S provided OK S= 61.01 INA 3 488.41 =I Deflection = 0.244 IN = U 318 For Total Load Required L/240 Deflection2 = 0.493 IN = U 437 For Live Load Required L/360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK OF o'r WsN 0 H. r LAILA g No. 33710-C f si0 AL Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominimums K -TYPE -BB -Compass Ponit, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 73.72 PSF SNOW LOAD 38.50 PSF LIVE LOAD 70.00 PSF TOTALLOAD WIND SPEED 90 MPH POINT LOAD 4900 LBS Ra= 3118 LBS TRIBUTARY WIDTH 9.75 LF JOIST/GIRDER SPAN 16.5 LF WIDTH- IN 5.25 PSL/LVL 18 ROOF PITCH - N:12 = Garage Door Header S3 Supporting Two Floors, Roof, Wall & Point Load From T1 718.75 PLF Ce= 1 CF= 0.96 375.38 PLF Cq= 1 Cs= 682.50 PLF qs= 29.10 Cd= 1.15 1777 PLF 1= 1 Cm= 1 29.10 PSF 6 FT 14657 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI IN = d Fv= 285 PSI 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 = I Deflection = 0.665 IN = U 240 For Total Load Required U240 Deflection2 = 0.160 IN = U 403 For Live Load Required U360 Fcp'= 677 PSI OK 5.00 In Bearing Length Fv'= 245 PSI OK USE 2-LVLs 11 7/8" FOR BEAM S4. KANAYO LALA, P.E........ - 10/17/2016 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 34 & 36 COMPASS POINT, NORTH ANDOVER, MA BUILDING "K" UNIT K3, & K4 - 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) '/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 & WIDE OPENING IN END WALL AT 224 PLF SHEAR: AT THE OPENING CORNER 673 LBS. A SIMPSON PCZ6 POST CAP - LATERAL CAPACITY 1285LBS - OK. THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 R602.10 AND 780CMR51 AMENDMENTS TO IRC2009. ACORN® CERTIFICATE OF LIABILITY INSURANCE DATE`MI�a io/i6 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 isanADDITIONAL INSURED, the pollcy(les) 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 endorsemenks . PRODUCER Coonan Insurance Agency, Inc. 267 Main Street Oxford, MA 01540 CONTACT NAME: PHONE FAX 508 987-7122 / NI: (508) 987-7152 aL D Ess: cindy@coonaninsurance.com INSURE S AFFORDING COVERAGE NAIC # INSURER A: Travelers 11/3/16 INSURED INSURER B: TJK, Inc. PO Box 12 South Grafton, MA 01560 INSURER C: tHSURER D INSURER E: INSURER F: PRODUCTS - OOMP/OPAGG $2,000,000 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 AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPEOF(NSURANCE AWL JBM SUBIR POLICY NUMBER POIJ EFF MIOD/YYYY) PoucYSP (MMDDIYYYYI LIMITS A GENERALLIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS-MADE a OOCUR Cindy Davis 680-335M1703-15 11/3/15 11/3/16 EACH OCCURRENCE $ 1.000.000 ENTX DAMAGEE;occ rmnM $ 300,000 MED EXP (Any one person) $ 5 000 PERSONAL &ADV INJURY $ 11000,000 GENERAL AG GREGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPLIES PER X I POLICY PRO - LOC PRODUCTS - OOMP/OPAGG $2,000,000 AUTOMOBILELIASIUTY ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS _AUTOS OMBIINEDI SINGLE LIMIT acciden$ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTYDAMAGE $ $ UMBRELLALIAB MES SLIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION A VIORKM COMPENSATIONIE=LJB-9914NO1-3-16 ANDEMPLOYERS' LIABILITY ANY PROPRIETORRARTNER/EXECUTIVE YIN (Mandatory Inn NCH) EXCLUDED?E.L. If yyes describe under DESG�RIPTION OF OPERATIONS below N/A 1i2'6/16 1/26/13 X WC STATU-TH- OFIR E.L. EACHACCICENr 100 ,000 DISEASE -EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIM T I $ 500,000 DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space isregUred) CERTIFICATE HOLDER CANCELLATION © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tdbuildinq@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 © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tdbuildinq@aol. com Massachusetts Department of Public Safety j Board Of Building Regulations and Standards License: CS -059359 Construction Supervisor TIMOTHY MICHAEL BARS Ow P.O. BOX # 12 SOUTH GRAFTON MA 01560 r --I Z n C,/,— Expiration: Commissioner 01/24/2018 o�lJi�raziacicrvell3 Office of Consumer Affairs & Business Regulation - (P HOME IMPROVEMENT CONTRACTOR Registration 143758 Type: o Expiration 7129I2U18 DBA ]BARLOW BUILDING,_,, TIM BARLOW 13 DEPOT ST $.. GRAFTON, MA 01560 Undersecretary