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HomeMy WebLinkAboutBuilding Permit #539-2017 - 36 Compass Point Road 11/18/2016At)jW A44 � PROPERTY OWN BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION _PARCEL: D ,✓ Print 100 Year Structure ZONING DISTRICT: Historic District Machine Shop Village yes yes yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential T(New Building ❑ One family ❑ Addition Two or more faily 11 Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement- ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other _ Eli Septic 1Ne11 `Floodpaam. 0`Weflands Watersheds Distract en�t�lDESCRIPTION Of- NVOKK I u tst Ft:KI-VI[w1Cu: c�Loa wy)�%n t ()OAS OWNER: N Address: S 1 Contractor Name Email: -*66uA Address:P6 Identification,- Please Type or Print Clearly -re_VJ VS. 6uc --'SV, Inc. Phon i n c, Pb L , co rr, to I'rtc�, 6t560 So(P, Sao ci 331 Supervisor's Construction License: 1(� 0 9 Exp. Date: ` a Home Improvement License: 15T Exp. Date: S51 3(45(0 ARCHITECT/ENGINEER V)Cko V - U LX6. Phone: COL& 331 5 as a Address: 6 ar ax ACADO Mc, Reg. No. 0 l� FEE SCHEDULE: BOLDING PERMIT: $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $925.00 PER S.F. l� Total Project Cost: $ FEE: $_3 L t -7 Check No.: Receipt No.: NOTE: Persons contracting with unregister d contractors do not have access to the guaranty fund gnat ii rP of A�Pnt/O�n�nerSianat� ure of c-ontrartor - - - - `— r -3 0 Location `ems No.3-/"�Ol� Check #-�q 2'1 Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ 1 Building/Frame Permit Fee $ ? `� Foundation Permit Fee $ Other Permit Fee $ ~ TOTAL $ (/ Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming 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 a DEVELOPMENT Reviewed On 61 �j w Signature COMMENTS L46f) �nn CONSERVATION Reviewed on �t I � It COMMENTS_L4 D--"-% HEALTH Reviewed on_ Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Com f Conservation Decision: (dater &Sewer Conne DPW Town Engineer: Si FIRE DEPARTMEN emp Du stet on.5 _ mp t Locatedat 124MlStreet `:rllli"'4r.,f.�:�`ain^`,�`.t,�+,��t`^�5.�7�'r�;•`,,�;;+G�+t�r FiretDepartment signature/date -, � .., t'a�� .��'"i �� � toy}..t,@�•t�- � � :,�rr•,.r-, COMMENTS -+,. ...: t:,•., 7 Located 384 Osqood Street •f4s4L� f• . ..f�..c.—fL fif s{ 4.- t, Dimension 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.$10o-$1000 fine Doc.Bi lding Pen -nit Revised 2014 r 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 ATE: 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 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 i6 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 4, 2012 IECC Energy code Engineering Affidavits for Engineered products TOTE: 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 el Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 290,87'55.00 m $ - $ 3,490.50 Plumbing Fee $ 436.31 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 436.31 Total fees collected $ 4,463.13 ,Compass Point 2017 on 11/18/2016 SFH �`� —I�b 11 O = �; c r vi r z o � � p, � to .�.► �' O T �/ C ; O O r• CL 0 m CD OBD •cn a ccn p _ �• 0 CL su @ m C O n o a .* N ^ I c' o n CD C=Dr CD CD o-0 Z z� Q -4a A w 3 C ca 0CDVCO =' o m y < C� Q�W�' Z CD `~ r •� O C7 CD CO as m :i CD CO) So CD fi Z rte: ti a� CD O N ► ~ it CC cD0CD : :w Z c <D 0 U) CD 0 44 0 O c)v � ' C CD 0 < M � � CD o aso i N 3 o r (D (n co T ]] O c � T V7 x 3O T SL Oc s T :m- Oc Oc Q p aO n �v OO n ' m D m -10 y m O mO m A A r Z m 0 C w Li Z m 0 W C g z C) V n rD fD 3 O O m rn 2 -qw EXISTING FOUNDATIONBLDG 1" 34 r .�rq L.X IS ING i R FOUNDATION ( J 510 WETLANDS EXISTING FOUNDATION CERTIFIED PLOT PLAN m GTHER USE winn RECt7R t� 'PLANS FtM Zw". i.�i•{T PIWXr-T. 'tom�'i}�`104FMR AS Si��})Wk VN MXS NOT VMAYE TE AN QU� ± AGING STRU414Rf4. PRWER1-i LINE OFTSE ;%9S i�LAirf IS NST TO BE USED 1M ERECT FENCES,� ANCILLARY wpW RES, 0R M LANDSCAPTNO UKTS. ItilS CERTWWAT04 M NUN-TRANSFERRA ..AND IS FURTHM *ADE WITH THE PMVESI#I�t TNAT TME IWOMTM SHWO HAS BEEN ACOAATELY rt*MISW BY mt)_��_om �AX� � a _ =t- o 326-03 k a./AppucAwJ aw mommil fouRTM jSiAax, � „�7x v�j7s AR $.i"m03 10W •83 ROUTE 114, NORTH ANDOVER, MASS, PROJECT NO, NANDI 3CAI E, 1"=4fi` DRAWN ).aY., PCG PATEt 1/3t/16 CHECKED BY. SC Sk i`• 1 REVISED, LJF i 1. fZREScheck Software Version 4.6.2 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: 2,300 ft2 Glazing Area 13'% Climate Zone: 5 (6322 HDD) Permit Date: 40 Permit Number: Envelope Assemblies Floor SLAB: Slab -On -Grade: Unheated Insulation depth: 2.0' Wall IST FLOOR 2X6 EXT: Wood Frame, 16" o.c. Window DH: Vinyl Frame:Double Pane with Low -E Door SLIDER: Sofid Door 15 LITE BACK: Glass Wall SEPARATION 2X6: Wood Frame, 16" o.c. Wall 2X4 GARAGE: Wood Frame, 16" o.c. Door METAL FIRE: Solid Floor ABOVE GARAGE: All -Wood Joist/Tru ss: Over Unconditioned Space Wall 2ND 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 2ND FLOOR SEPARATION: Wood Frame, 16" o.c. Floor 3RD Flr Cantilever: All -Wood J oist/Truss: Over Outside Air Wall 3RD FLOOR 2X6: Wood Frame, 16" o.c. Window DH: Vinyl Frame:Double Pane with Low -E 42 10.0 0.767 32 416 19.0 0.0 0.060 20 30 0.280 8 40 0.290 12 20 0.300 6 132 19.0 0.0 0.060 8 215 15.0 0.0 0.077 15 20 0,150 3 520 30.0 0.0 0.033 17 748 19.0 0.0 0.060 34 117 0.280 33 21 0.270 6 40 0.290 12 306 19.0 0.0 0.060 18 60 30.0 0.0 0.033 2 765 19.0 0.0 0.060 38 64 0.280 18 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 K4.rck Door Slider: Glass 40 0.290 12 Door French: Glass 33 0.310 10 Wall 3RD FLOOR SEPARATION: Wood Frame., 16" o.c. 306 19.0 0.0 0.060 18 Ceiling ABOVE 3RD FLOOR: Flat Ceiling or Scissor Truss 948 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 - Project Nates: Unit K4 Signature Date 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 K4.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. 103.1, ;Construction drawings and ILJComplies 103.2 ;documentation demonstrate []Does Not [PRI]1 !energy code compliance for the I building envelope. D �j❑Not Observable - ❑Not Applicable 103.1, ;Construction drawings and LJComplies 103.2, !documentation demonstrate g =❑Does Not 403.71 [PR3] energy code compliance for ;lighting and mechanical systems E] Observable Systems serving multiple t ❑Not Applicable i dwelling units must demonstrate § :compliance with the IECC 1 j ;Commercial Provisions. ; fJ2{] Heating and cooling equipment is Heating: Heating: ❑Complies 401.6 sized per ACCA Manual S based E Btu/hr ; Btu/hr ❑Does Not [P]1212 on loads calculated per ACCA ;Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr t approved by the code official. Btu/hr '❑Not Applicable Additional Comments/Assumptions: 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: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 3 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K4.rck 402.1.1 ; Slab edge insulation R -value. ; R- R- ;❑Complies :See the Envelope Assemblies [FO1]1; ❑ Unheated ❑Unheated ;❑Does Not table for values. ❑Heated ❑Heated ;❑Not Observable I j❑Not-Applicable 303.2, ;Slab edge insulation installed per -,❑Complies 402.2.9 ;manufacturer's instructions. I❑Does Not [FO2]1 t 1 ❑Not Observable ❑Not Applicable 402.1.1 Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values, t []Not Observable ❑Not Applicable 36.3 1 A protective covering is installed "?❑Complies ; jFblj to protect exposed exterior ❑Does Not ti insulation and extends a ` ❑Not Observable i minimum of 6 in. below grade. x j❑Not Applicable 403.$ <Snow- and ice -melting system❑Complies {0122 ;controls installed. g `^❑Does Not r , []Not Observable ❑Not Applicable Additional Comments/Assumptions: 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: S:\Ebbeling_Ed\161018 Trust_ MerrimackCondos Unit- Page 4 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K4.rck Mob 402.1.1, Door LI -factor. U- I U- i❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]1 ❑Not Observable j ❑Not Applicable 402,1.1, ;Glazing LI -factor (area weighted U- U- i❑Complies ;See the Envelope Assemblies 402.3.1, ; average). ❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.3.6, 402.5 'Not Applicable [FR2j1 ' F ; 303.1.3 i U -factors of fenestration products❑Complies '. [FR4j1 :are determined in accordance [ CDoes Not ` ;with the NFRC test procedure or >,,,❑Not Observable ;taken from the default table. i ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier }❑Complies [FR2311 i installed per manufacturer's q❑Does Not instructions. i .Not Observable [ ❑ i 4❑Not Applicable 402.4.3 Fenestration that is not site built A Z E]Complies [FR20]1 :is listed and labeled as meeting J ,f❑Does Not AAMA /WDMA/CSA 101/1.5.2/A440 r "a ;or has infiltration rates per NFRC..y Z ❑Not Observable 400 that do not exceed code ;❑Not Applicable limits. a 4bZ.4 4 IC -rated recessed lighting fixtures -;;❑Complies 1 [FRI672 ; Isealed at housing/interior finish '❑Does Not and labeled to indicate s2.0 cfm❑Not ;leakage Observable at 75 Pa. 9 I❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ❑Complies [FR12]1 insulated to -aR-8. All other ducts R- R- ❑Does Not `' 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, a J s ❑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 fFR35J� aducts or plenums. �� �' -❑Does Not ❑Not Observable ❑Not Applicable -403;3 HVAC piping conveying fluids R- R- '❑Complies ; [FR7jz "r ti above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to >R- �3. ❑Not Observable UNot Applicable 403.3.1 i Protection of insulation on HVAC r ,•❑Complies [FR24]1 piping. [ ;❑Does Not J❑Not Observable ;§❑Not Applicable 463.4-2- Hot water pipes are insulated to R- R- ❑Complies [FR16]2 ; zR-3. ❑Does Not ;[:]Not Observable 3 ❑Not Applicable 11 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: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 5 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K4.rck Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 `Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 161018 Trust_Merr!mackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: 5:\Ebbeling_Ed\161018_Trust MerrimackCondos Unit- Page 6 of 9 K_NorthAndover\REScheck\161018 Trust_MerrimackCondos_Unit-K NorthAndover K4.rck 303,1 - ;All installed insulation is labeled❑Complies ] N137z. or the installed R -values x ❑Does Not #provided. )❑Not l Observable j . CNot Applicable 402.1.1, ! Floor insulation R -value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood Z]Does Not !table for values. [IN1]1 ❑ Steel ' ❑ Steel ;❑Not Observable ❑Not Applicable I 303.2, ;Floor insulation installed per ] )❑Complies 402.2.7 manufacturer's instructions, and ❑Does Not [IN2]1 :in substantial contact with the " I Observable underside of the subfloor.❑Not ` ';.:.❑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 1/2 of the ❑ Wood ❑ Wood 1❑Does Not ; table for values. 402.2.6 =wall insulation on the wall ❑ Mass f ❑ Mass j❑Not Observable [IN3]1 ;exterior, the exterior insulation E]Steel ; ❑ Steel !❑Not Applicable requirement applies (FR10). I s 303.2 ;Wall insulation is installed per f : ,❑Complies [IN4]1 manufacturer's instructions. +❑Does Not ,❑Not Observable ]z❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2°' Medium Impact (Tier 2) 3J Low impact—( 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 K4.rck 402.1.1, ; Ceiling insulation R -value. R- R- UComplies ,See the Envelope Assemblies 402.2.1, <=3 ach in Climate Zones 3-8. ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, 402.2.6 E❑Not Applicable ❑ Steel ❑ Steel ;❑Not Observable [FI1]1 (FI4]1 cfm/100 ft2 across the system or ftz ftz :[]Not Applicable ,J❑Not �(]Not Applicable <=3 cfm/100 ft2 without air ;❑Not Observable ; 303.1.1.1, ;Ceiling insulation installed per "' �` � ' ❑Com plies 303.2 i manufacturer's instructions. j❑Does Not [FI2]1 !Blown insulation marked every 300 ftp. ] X❑Not Observable [FI24]1 i °❑Does Not ' ❑Not Applicable 40;Z 3 (Vented attics with air permeable ) ❑Complies j11Z2]� oinsulation include baffle adjacent a F ❑Does Not ' , to soffit and eave vents that I extends over insulation, ..° ❑N.ot.Observable - E❑Does Not l [ ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- :❑Complies [F13]1 insulation >_R -value of the [FI6]1 Mixtures or 75% of permanent ;❑Does Not ;,-❑Does Not ;adjacent assembly. ;❑Not Observable Does not apply to low -voltage ;lighting, l31 ❑Not Applicable I❑Not Applicable 402.4.1.2 ',Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 I ach in Climate Zones 1-2, and ;❑Does Not =❑Complies <=3 ach in Climate Zones 3-8. ❑Not Observable Not E❑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 ,J❑Not �(]Not Applicable <=3 cfm/100 ft2 without air ;❑Not Observable ; handler @ 25 Pa. For rough -in ;❑Not Applicable 'tests, verification may need to ❑Not Observable occur during Framing Inspection. Not Applicable 403.2.2.1 :Air handler leakage designated❑Complies ❑Complies [FI24]1 by manufacturer at <=2% of °❑Does Not ]accessible manual controls. '::❑Not design air flow. t ❑Not Observable r ]❑Not A Iicabi 11 High Impact (Tier 1) Medium Impact (Tier 2) 1 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 8 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K4.rck y, r a!• n p p e 403:1 1 ,Programmable thermostats =❑Complies jF[9]z installed on forced air furnaces.❑Does Not Observable ,J❑Not �(]Not Applicable 40.1 ' Heat pump thermostat installed 1❑Complies ; on heat pumps. vEl Does Not ❑Not Observable Not Applicable Circulating service hot water i ❑Complies [FI11]� k systems have automatic or ) ']Does Not ]accessible manual controls. '::❑Not f Observable '�,❑Not Applicable 403.51 All mechanical ventilation system °'❑Complies jFI25.12 fans not part of tested and listed - E❑Does Not 3 HVAC equipment meet efficacy [ Observable -,an air flow limits. F❑Not ❑Not Applicable 404.1 '.75% of lamps in permanent❑Complies [FI6]1 Mixtures or 75% of permanent } ;,-❑Does Not ,fixtures have high efficacy lamps ❑Not Observable Does not apply to low -voltage ;lighting, l31 ❑Not Applicable 11 High Impact (Tier 1) Medium Impact (Tier 2) 1 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 8 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K4.rck Se�tian # FIna,l Inspeckian Pra�isians r+ta►s Ve"rifled -We F9e1d VeCifted - Complies?ammentslAsswmptions - V -; lulus ; 404:1 1 !Fuel gas lighting systems have i =` ❑Complies (F123)3 no continuous pilot light. ❑Does Not ` `❑Not Observable j d � � ❑Not Applicable 401.3 a Compliance certificate posted. a ❑Complies {(72 $ ❑Doe s Not A' q , '❑Not Observable ❑Not Applicable 503r3 ;Manufacturer manuals for ` v`❑Complies +mechanical and water heating []Does Not d ;systems have been provided. ) �❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) FV Medium Impact (Tier 2) Y 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 K4.rck Energy -140 2012 IECC I'' r- fficiency a f ' a tz .- Above-Grade Wall 19.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.28 Door 0.29 Heating System: Cooling System: Water Heater: Name: Comments Date: 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 = U 240 For Total Load Required U240 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 1 Of BOLTED WITH 5/8"DIA@12"O.C. IN TWO ROWS. H. a LALA No. 33710-C f� Bio At 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 U240 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 KANAYO H. � a:a LALA �^ No. 33710-C � Q�CtSTER�.`- fS+'0 RL 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 INA 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 L/360 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 PLATE0�00 BOLTED WITH 5/8" DIA @ 12"O.C. IN TWO ROWS. t�,,� USE 2-LVLs 11 7/8" FOR BEAM T4. 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 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 JOfST/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 INA 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 U360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W1 2X30, DEPTH= 12.34" AND FLANGE WIDTH=6.5". t�OF" USE 2-LVLs 11 7/8" FOR BEAM T4. F4ANAYO LAZA No. 33710.0 10 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 L/240 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 VANAYO H. LALA No. 3371C�C 1<4P 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 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^3 488.41 =I Deflection = 0.421 IN = U 371 For Total Load Required U240 Deflection2 = 0.000 IN = L/ 593 For Live Load Required U360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK KANAY0 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 0240 Deflection2 = 0.493 IN = U 437 For Live Load Required U360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK KANAYO H. LALA N4. 33710-C Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominimums K -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 LOAD 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 INA 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. Of .- VANAYO H. LALA No. 337140 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 21(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) ''/i' 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 PCZ6 POST CAP - LATERAL CAPACITY 1285LBS - OK. THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 R602.10 AND 780CMR51 AMENDMENTS TO IRC2009. 1� Of �c FSANMAYO H. LALA N No. 33710-C AC0I2U® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 81016 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(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 endorsemen#s , PRODUCER Coonan Insurance Agency, Inc. 267 Main StreetqIL Oxford, MA 01540 CONTAC NAME: PHONE FAX 508 987-7122 . (508) 987-7152 ADDRESS: cindy@coonaninsurance.com 680-335M1703-15 11/3/15 INSURE S AFFORDINf3 COVERAGE NAIC 0 INSURER A: Travelers DAMAGE TO RENTEDoccurranco $300000 INSURED INSURER B: '1.'OR, Inc. PO Box 12 South Grafton, MA 01560 INSURER C: INSURER D INSURER E: INSURER F: AUTOMORtLft[ASIUTY ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS HIRED AUTOS AO OS-OWNED 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. INS. OF INSURANCE AtIQ{ Town of North Andover POLICY NUMBER FF MIDD/YE M�MIDDIIYYYY LINTS iL GENERALLIABILITY ERCIALGENERALLIABILITY LAIMS-MADE � OCCUR kc Cindy Davis 680-335M1703-15 11/3/15 11/3/16 EACH OCCURRENCE $ 1,000.000 DAMAGE TO RENTEDoccurranco $300000 MED EXP (Any one person) $ 5 000 PERSONAL& ADV INJURY $ 11000,000 GENERAL AG GREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER X POLICY PRO- LOC PRODUCTS - COMP/OPAGG $ 2,000,000 $ AUTOMORtLft[ASIUTY ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS HIRED AUTOS AO OS-OWNED aacrilde�t SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PeOrPoER nD�GE $ $ UMBRELLA LIAR EXCESS LIAS OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DID RETENTION A NDRliEFI3CgdPENSATioNIE-i;F3-'9914L�f03-3-16 ANDEMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNER/EXECUTNE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) f(yyes, describe under DESCRIPTIONOFOPERA IONSbetow %= / A 1i2€r{1S 1/2fifi3{ WCSTATU- OTH- S��Pp E.L. EACH ACGDENI 100,000 E.L. DISEASE -EA EMPLOYEE $ 100 000 E.L.DISEASE-POLICYLIMT $ 500,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more apace is reciul red) CERTIFICATE HOLDER CANCELLATION © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/06) The ACORD name and logo are registered marks of ACORD 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 © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/06) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tdbuilding@aol. com Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS -059359 Construction Supervisor JA. �. TIMOTHY MICHAEL BA ftgW { P.O. BOX #12~ SOUTH GRAFTON MA 01580 ('--I Z�;K Expiration: Commissioner 01124/2018 cy �f� �artznrararaetxlf� n�'C?iP�r,jlac�c�relld -` Office of Consumer Affairs & Business Regulation. - ' HOME IMPROVEMENT CONTRACTOR Registration 143758 Type: Expiration_,T?f9/ZUi8 DBA BARLOW BUILDING; s TIM BARLOW 13 DEPOT ST S. GRAFTON, MA 01560':, Undersecretary