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HomeMy WebLinkAboutSINGLE FAMILY HOME (3) %AORTH BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR. PLAN EXAMINATION a m Permit No#: � �" �'��� �4 so��, .�,.� Date Received � aR,,rEo �g ACHus�� Date Issued: I ORTANT: Applicant must complete all items on this page LC CATION „ , 11 CICIt PROPERTY OWNERS Prwn ,� 10D�Year S#ructure„`, yes t ;, MAP , PARCEL ZONIIQDISTRICT: H�stonc District yes Machine Shop Village, yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ❑ One family ❑Addition Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial Repair, replacement Cl Assessory Bldg ❑ Others: ❑ Demolition ❑ Other D Septic ❑ Well ❑ Floodplain ❑ Wetlands U Watershed District ❑Water/Sewer,. DESCRIPTION OF WORK TO BE PERFORMED: ccl-v" C�(.0(acie L:Y),cl C) dentificati at- please Type or Print Clearly OWNER: Name: Phone: Address: 2 "' Contractor Name: r l m, Phone: Address: t " ;µ Superyisor's;Constructio' License: , :: Exp: Date Home Improvement License: Exp. Date:; ARCHITECT/ENGINEER Phone:___ Address: � Reg. No. S 7 I FEE SCHEDULE:BULDIMG PERMIT 92A0 PER$1000,00 OF THE TOTAL ESTIMATED CoST BASED $125.00 S.F. � u rata) Project Cost: $ FEE. .) Check No.: mm. Receipt No.,: OTE: Persons contractink with unre istered contractors do not have access to ttgmarantyfund Signature of Age nt/Owne Signature of contractor Plans Submitted ❑ Plans Waived 0 Certified Plot Plan Ll Stamped Plans F1 ypF SEWERAGE DISPOSAL Public Sewerimming Pools 11 El Tarming/Massage/Body Art F1 Sw Well ❑ Tobacco Sales 0 Food Packaging/Sales 0 Private(septic tank, etc. El Permanent Dumpster on Site Ll THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM LANNING & DEVELOPMENT Reviewed Oni)EZ-61� Signature COMMENTS 1VIJ %nrl CONSERVATION Reviewed on Signature COMMENTS H ALTH Reviewed on Si ,qnature COMMENTS . .............. Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments br� Water & Sewer ConneGbOnlSignature Data ewa Permit DPW Town Engineer: Signature. ------------------- Located 384 Osgood Street FIRE;DEPARTMENT -j6m.b..Dumpsteron it yes no s e Located at Main.§t'r'e'e't: .... ... ..... Fire QQPaftM'e' -d n atu rd/d a' .... .. . . .. LCOMMENTS. .. ... ...... . -Town of FORTH �iAndover 0 No. Ai _ h VGP, Mass, For • so ad/1 t ac ass n1 W'C BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System too THIS CERTIFIES THAT ., ... ... ..t..........., BUILDING INSPECTOR ......# ........ ...... ..................................... has permission t0 erect ...... buildings on 4* Foundation ... .......... t .. ....... .. .. ..,................. ............ Rough to be Occupied as .....or...lW.......................... .... ......... ..... ............... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICALINSPECTOR- UNLESSRough ... Service ................. ... .. ................................. Fina BUILDING INSPECTOR GAS INSPECTOR OccupanevPermitR uiredto0ecupvBwL1dinaRough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. BLDG �rF pN 4. EXISTING: � € r I TING FUN 1( Wh.Fa/1Y 1EH11..P l BLDG E I OUNDA ION 6.L1' ' 34.11 2 � C47o. x1 ( .. 1 ,� F='��1���DATION ��' 52.0'.. " E. T.I„ A. iy. � € ' BLDG"I EXISTING15.8114 BLDG Owl CERTIFIED PLUT :PLAN i NO UTHEP M.E INTENDED :RC1L►NDARY LIN" AND EASEMENTS.SHOWN ARE.11A�A ON.THE APfIROVED' € RECORDED €CLANS FOR THIS PROJECT. THE FOUNDATION AS SHOWN DIES NDT VIOLATE ANY ZONING REQUIR NYS REGARDING STRUCTURE T€I PROPERTY LINE pia Ft/ t'�3�ECE OFFSETS. , -[ Nt�ti#tE13 Tt�ffTEt�! i THIS PLAN .IS NOT TO DE USED TCi.ERECT PEN=, TITHER ANCILLARY TRUST SfRUC70RES, OR F'lCkR LANDSCAPING LIMITS: 5I.MMT fNi Mn UR1Yl TEWkSIMY, Hca 61876 . T141S CCRTIFIGATIUN IS.NONw-TRANSFERRADLE, AND IS FURTHER MADE WITH THE PRDVISITIN THAT THE INFDRMATIDN SH(IVN HAS BEEN ACCURATELY FuRNTSH�11 DY ASMSO. A LOT THE 11WNER TO THIS FIRM. 100043 BUT N 37 f., ROUTE 114� NORTH ANDOVER, . M.AS& "' �r . a PROJECT N01 NANI��� SCAt—El x"=40' T NW!t d pRyam! F��+ gq. .y— 1j 9 1 'r,7 'J'f^t„�;r yfrc rrb .[l I�!'k W I`F A 1 3 !—i. '.'. ,b.k ii t! A/A CHECKED :BY REVISED - OF.F I REScheck 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 11% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: DesignerlContractor: Unit K3 North Andover, MA ® k s e t Compliance: 0.3%Better Than Code Maximum UA: 314 Your UA: 313 The%Better or Worse Than Lode 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 relatkve to a minimum-code home. Envelo e Assemblies ross Area Cont.'Cavity Assembfy Perimeter Floor SLAB: Slab-On-Grade:Unheated 26 10.0 0.767 20 Insulation depth: 2.0' Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" ox. 221 1910 0.0 0.060 10 Window DH:Vinyl Frame:Double Pane with Low-E 30 0.280 8 Door SLIDER: Solid .20 0.2.90 6 Wall SEPARATION 2X6: Wood Frame, 16" D.C. 272 19,0 0.0 0.060 16 Wall 2X4 GARAGE: Wood Frame, 16" o.c. 215 15.0 0.0 0,077 12 Door METAL FIRE: Solid 20 0.150 3 Door DBL Front: Glass 33 0.300 10 Floor ABOVE GARAGE&Entrance Hall:All-Wood Joist/Truss:Over 520 30.0 0.0 0.033 17 Unconditioned Space Wall 2nd FLOOR 2X6; Wood Frame, 16" ox. 459 19.0 0.0 0.060 20 Window DH:Vinyl Frame:Double Pane with Low-E 84 0.280 24 Door SLIDER: Glass 40 0.290 12 Wall 2nd FLOOR SEPARATION: Wood Frame, 16" D.C. 595 1910 0.0 0.060 36 Floor 3rd Fir Cantilever: All-Woad Joist[Truss:Over Outside Air 12 30.0 OA 0.033 0 Wall 3rd FLOOR 2X6: Wood Frame, 16" D.C. 467 1.9.0 0.0 0.060 21 Window DH:Vinyl Frame:Double Pane with Low-E 42 0,280 12 Door Slider: Glass 40 0.290 12 Project Title: 161018 Trust_MerrlmackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:1Ebbeling_Ed1161018_Trust_MerrimackCondos Unit- Page 1 of 9 K_NorthAndover\REScheckl161018_Trust_MerrimackCondos_Unit-K_NorthAndover K3.rck IG ros5;Area Cavit Cont. or U-Factor pr me Door French: Glass 33 0.310 10 Wall 3rd FLOOR SEPARATION:Wood Frame, 16" o.c. 595 19.0 0.0 0.060 36 Ceiling ABOVE 3rd FLOOR: Flat Ceiling or Scissor Truss 948 38.0 0.0 0.030 28 Compllance 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 K3 Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: 5:\Ebbel1ng_Ed1161018 Trust MerrimackCondos Unit- Page 2 of 9 K_NorthAndover\REScheck1161018—Trust_MerrimackCondos_Unit-K_NorthAndover_K3.rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the RE5check software Text in the "Comments/Assumptions" column is provided by the user in the RE5check Requirements screen, For each requirement,the user certifies that a code requirement will be met and haw 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. Seet�tsn `: plar3s Vert#led I+Neld Verified Pre, inspection/Rlan ReviQW �amplies? GosmmentslAsuhaptians Value Value 103.1, .Construction drawings and ❑Complies 103.2 documentation demonstrate „;,❑baes Not [PR1)1 ;energy code compliance for the a ❑Not Observable building envelope. `❑Not Applicable 103.1, �Construction drawings and El Complies 103.2, documentation demonstrate ;❑Does Not 403.7 energy code compliance for j❑Not Observable [PR3]1 lighting and mechanical systems ❑Not Applicable 'systems serving multiple :dwelling units must demonstrate 'compliance with the IECC Commercial Provisions. 3Di t Heating and cooling equipment Is' Heating: Heating; ❑Complies 4016 sized per ACOA Manual 5 based Btu/hr Btu]hr ❑Does Not [PR2]2 'on loads calculated per ACCA Cooling: Cooling: ❑Not Observable ? ;Manual J or other methods Btulhr Btulhr approved by the code officlal. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1I;jllMedium Impact (Tier 2)_x.3<>;Low Impact{Tier 3) l Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling�Ed1161018 Trust MerrimackCondos Unit- Page 3 of 9 K—NorthAndove r\REScheck1161018_Trust_MerrimackCondos—Unit-K_NorthAndover_K3.rck Setian Plans Verifier! Fleitl lierifled Faundat�an fnspectlo Corhplies7 .c lit lSc.ItecF.FhValue Value 402.1.1 Slab edge insulation R-value. ; R- " R- ❑Complies see the Envelope Assemblies (FOJ]1 ;E] Unheated ❑ Unheated ❑Does Not table for values, ❑ Heated CJ Heated ;❑Not Observable ❑Not Applicable 303.2, Slab edge insulation installed per - ❑complies 402,2,9 manufacturer's instructions, %Does Not (FO2)1 ❑Not Observable ='©Not Applicable 402.1.1 Slab edge insulation ft ft ❑Complies ;see the Envelope Assemblies (F0311 depth/length. ;❑hoes Not table for values. ❑Not Observable ;❑trot Applicable 3Q3_2.1 A protective covering is installed ❑complies to protect exposed exterior h❑hoes Not insulation and extends a Not Observable :minimum of 6 in. below grade. ❑ ❑Not Applicable 4A3'B Snow-and ice-melting system � - ❑Complies (F0 'controls installed. ;❑Does Not >; ! ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 TWIgh Impart(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: SAEbbeling_Ec1\161018 Trust MerrimackCondos Unit- Page 4 of 9 K_NorthAnd overlREScheck1161018_Trust_MerrimackCondos_Unit-K NorthAndover_K3.rck SetiQn pia►is Ver"if:ed Field VaY�f�ed F.ralming/Ftouh I�� Inspection Cpmpliesti C�mtt�snlrs)Assurr�ptions &:tethll] Value Value 402.1.1, ;Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ,❑Not Observable - E]Nol Applicable pp _ 402.1.1, ;Glazing U-factor(area-weighted U- U- Y❑Complies ;See the Envelope Assemblies 402.3,1, i average), E❑Does Not table for values. 402.3.3, ❑ 4023.6, Not Observable ;❑ 402.5 Not Applicable [FR211 ' 303.1.3 �;U factors of fenestration products ❑Complies [FR411 ;are determined in accordance ❑Does Not with the NFRC test procedure or °taken from the default table. ";❑Not Observable ❑Nat Applicable 402.4.1:1 ',Air barrier and thermal barrier ❑Complies [FR23]1 iinstalled per manufacturer's El Does Not i instructions. ©Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ?©Complies [FR20]1 is listed and labeled as meeting _ ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 yCJNot Observable or has Infiltration rates per NFRC E 400 that do not exceed code ❑Not Applicable limits. 9Q2`4,4 IC-rated recessed lighting fixtures, - ❑Complies ]FE�16�7 sealed at housinglinterior finish ❑Does Not and labeled to indicate s2.0 cfm CjNot Observable ;leakage at 75 Pa. ' ❑Not Applicable 403.2.1 ,Supply ducts in attics are R , \R ❑Complies [FR12]1 insulated to'?R-8.All other ducts R- R_ ❑Does Not In unconditioned spaces or ; ;.outside the building envelope are: Observable insulated to �R-6. 77777777777 , ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ClComplies [FR13]1 t air handlers, and filter boxes are '❑Does Not sealed. ❑Not Observable El Applicable 4Q32 3 Building cavities are not used as LJ Complies JrFR3513 ducts or plenums. ;❑Does Not j, i ' ?C]Not Observable J - ❑Not Applicable 43,4._: HVAC piping conveying fluids rR- R- ❑Compiles jfR, 7z above 105 PF or chilled fluids ❑boas Not below 55 PF are insulated to �R- 3 ❑Not Observable ❑Not Applicable 40.3.3 1 Protection of insulation on HVAC ©Complies [FR2411 piping. ❑Does Not Not Observable i Vii '❑Not Applicable 443:4 'Hot water pipes are insulated to R R= ~;'❑Complies LFR. $I2 2:R-3. ;❑Does Not CJNot Observable UNot Applicable 1 High Impact(Tier 1) 2} Medium Impact(Tier 2) 3 Low Impact(Tier 3) - - Project Title: 161.018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:IEbbeling_Ed1161018 Trust_Merr!mackCondos Unit- Page 5 of 9 K_NorthAndover\REScheck1161018 Trust_MerrimackCondos_Unit-K_NorthAndover_K3.rck i I SetFon [ Pians Ue�ifred HOW ller�f�et1" Frant3ng/Rough In lnspectla:n Compliesti Comments/Assumptions. &Reti 313 Value Value _ 403:5 ;Automatic or gravity dampers are ❑compiies��' (FR7.9� installed on all outdoor air ;::❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: Impact(Tier 1) 2::` Medium Impact(Tier 2) 3: Low Impact{Tier 3) El�19 Project Title: 181018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10120118 Data filename: S:lEbbeling_Ed1161018 Trust MerrimackCondos Unit- Page 6 of 9 K NorthAndoverlREScheck\161018_Trust MerrimackCondos Unit-K NorthAndover—K3.rck s 1 Settlon plans l/erifled Flield Vertfled lnsuiatlan'Ihspectlan CnMR.llesti Camnr�enxslAssumptlans Value:; Value. 383.7 , ,All Installed insulation Is labeled - '❑Complies for the installed R-values ❑Does Not 4= provided. ❑Not Observable ❑Not Applicable EM 402.1.1, Floor insulation R-value. R- :Se ,�R ;❑Complies ;See the Envelope Assemblies 402.2.6 E] Wood j❑ Wood =❑Does Not ;table for values. [iN1]1 `❑ Steel ❑ Steel j❑Not Observable '❑Not Applicable 303.2, 'Floor insulation installed per ❑Complies 402.2.7 (manufacturer's instructions, and % ❑Does Not [IN2I1 :in substantial contact with the ❑Not Observable underside of the subfloor, _ ❑NotApplicable _ 482.1.1, Wall insulation R value. If this is a R R ❑Camplies ;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 El mass El mass ![_-]Not Observable [IN3]1 exterior,the exterior insulation -, ,requirement applies (FR10). El steel E] Steel '❑Not Applicable I 303.2 Wall insulation is installed per ❑Complies CIN411 manufacturer's instructions, ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions; 1 High Impact 1,2d Medium Impact(Tier 2)_ Low Impact(Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: SAEbbeling_Ed1161018_Trust MerrimackCondos Unit- Page 7 of 9 K NorthAndover\REScheck\161018 Trust_MerrimackCondos_Unit-K NorthAndover K3,rck d is 6etion Plans Verified field Verrfted Final inspection Prnvlslnns Ovmpiles7 Cnmrr►enitslAssurr�ptians Value Value 402.1.1, ,Ceiling Insulation R-value. R- R- ❑Complies �;See the EnvelopeAssemblles 402.2.11 Wood ❑ Wood ;❑Does Not table for values. 402.2.2, [J Steel ❑ Steel ❑Not Observable 402'2`6 ❑Not Applicable [Fl1]1 PP ; 303.1.1.1,:Ceiling insulation installed per ❑Complies 303.2 imanufacturer's instructions. ❑Does Not [F12]1 iBlown insulation marked every Not Obsery 300 able ft'. '❑Not Applicable 402:2 3 Vented attics with air permeable ;❑Compiles CFI22j2 'insulation include baffle adjacent ❑Does Not to soffit and eave vents that M ❑Not.Observable extends over insulation, ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Compiles [F1311 i insulation?R-value of the ❑Does Not 'adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ;�ACH 50 = ACK 50 = ;❑Complies [F117]1 1 ach in Climate Zones 1-2, and '❑Does Not <=3 ach in Climate Zones 3-8.40 ❑Not Observable i i❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm1100 cfm1100 ❑Complies [FI4)1 cfm1100 ft2 across the system or ' ft2 l ft2 '❑Does Not 4 _<=3 cfm1100 ft2 without air '❑Not Observable handler @ 25 Pa. For rough-in ; ,tests,verification may need to ❑Not Applicable _ ioccur during Framing Inspection. 403.2.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at =2°!a of :❑Does Not design air flow. 3 '❑Nat Observable ❑Nat Applicable 41 1 Programmable thermostats , ..❑Complies [F191. installed on forced air furnaces. _ ❑Does Not ❑Not Observable ❑Not Applicable 403`4'2Heat pump thermostat installed ❑Complies [FI1i)]2 'ti on heat pumps. ❑Does Not, ❑Nat Observable at Applicable 403;4 1. Circulating service hot water , ;❑Complies systems have automatic or '❑Does Not accessible manual controls. ❑Not Observable '❑Not Applicable i� 4Q3 5 3 ;Ali mechanical ventilation system ­ Complies V F12'51,. _fans not part of tested and listed ` ''❑Does Not HVAC equipment meet efficacy and air flow limits. '❑Not Observable i _ ❑Not Applicable 404.1 75%of tamps in permanent ;❑Complies [F1611 Mixtures or 75%of permanent ❑Does Not :fixtures have high efficacy lamps. '- ❑Not Observable Does not apply to low-voltage ;lighting. ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) _ Project Title. 161018 Trust�MerrlmackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: SAEbbeIIng_Ed1161018 Trust MerrimackCondos Unit- Page 8 of 9 K NorthAndoverlREScheck1161018—Trust_MerrimackCondos_Unit-K_NorthAndover K3.rck 7 717 tion: plans Verified Fieid Verified .. a Flne1 inspection Provisions Carnpiies' ComrrientslAssuixipt.qns. Fteq l>l t Value Value 404,10 Fuel gas lighting systems have :;❑Complies [FI231: no continuous pilot light. :'.❑Does Not _ ❑Not Observable ❑Not Applicable 4D1,3 , ;Compliance certificate posted. ❑Complies XFi77x 3 El Does Not 4=❑Not Observable ❑Not Applicable 303:3 ;Manufacturer manuals for s❑Complies ��� [F118]a j mechanical and water heating ' ❑Does Not systems have been provided. ❑Not Observable ❑Not App!cable Additional Comments/Assumptions: 1High 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.,\Ebbeiing_Ed\l61018 Trusk_MerrimackCondos_Unit- Page 9 of 9 -K_NorthAndnver_K3,rck K_NorthAndoverlREScheck1161018_Trust_MerrimackCondos_Unit d 2012 IECC Energy Effidency Certificate e s Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling 1 Roof 38.00 Ductwork (unconditioned spaces): ®e p p p Window 0.28 Door 0.29 - p . p• a p p 12 Heating System: Cooling System: Water Heater: Name: Date• Comments d a V Kanayo Lala, P.E. .............10/17116 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- 1N 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 INA3 1465.24 =1 Deflection= 0.836 IN =LI 240 For Total Load Required L1240 Deflection2= 0.139 IN =U 421 For Live Load Required LI360 Fcp'= 652 PSI OK 1.50 In Bearing Length Fv'= 123 PSI OK USE BETTER HEADER#65 (FLITCH BEAM) 2-LVLs 117/8"WITH 112"STEEL PLATE Lw -1 BOLTED WITH 518"DIA@12"O.C. IN TWO ROWS. KANAYO LALA No.33710-C F�Sf0 AL 3. 0 t Kanayo Lala, P.E. .............10117116 PROJECT: Merrimack Condominiums JKTYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERSMOISTS/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 =U 252 For Total Load Required Ll240 Deflection2= 0.378 IN =L/ 419 For Live Load Required 1-1360 Fcp'= 499 PSI OK 3.00 In Bearing Length Fv'= 189 PSI OK USE BETTER HEADER#184 (FLITCH BEAM) 3-LVLs 117/8"WITH 2-318"STEEL PLATE OF BOLTED WITH 518"DIA @ 12"0.C. IN TWO ROWS. r�} KANAYO USE 2-LVLs 117/8"FOR BEAM T4. LA" ?40.33710-C ` 510 AL i Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS IRAFTERS 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 PSLILVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :112= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11408 LB-FT MOMENT2= 0 LB-FT 82.26 =S provided OK S= 47.20 IN^3 488.41 =I Deflection= 0.355 IN =U 439 For Total Load Required 1-1240 Deflection2= 0.000 IN =L/ 790 For Live Load Required L1360 Fcp'= 669 PSI OK 1.50 In Bearing Length Fu= 127 PSI OK ALSO USE 3-LVLs 11 7/8"FOR BEAM T6. 0 KANAY0 A 9A I..AI.A 9^ No.33710-C i Kanayo Lala,P.E. .............10117116 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 I= 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 INA3 488.41 =I Deflection= 0.244 IN =L/ 318 For Total Load Required 0240 Deflection2= 0.493 IN =L/ 437 For Live Load Required 0360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK KANAYO UNLA Na.3371" 0 AL d 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 1I2"A.BOLT SHEAR 801 LB DL Moment End Wall 1,179,360 LB-FT 4 FT SPACING FOR 112"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 SASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.10) 1/"OSB 1 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(1) '/"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. or HANAYO LA�p N No,33714-C �fCIST F�5[0 AL �G ACC>R& CERTIFICATE OF LIABILITY DATE(W-) INSURANCE 8/10/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 endorsement{s). PRODUCER NAMED T Coonan Insurance Agency, Inc. PHONE (508). 987-7122 MAA N (548) 987-7252 267 Main Street E•M,q�L Oxford, MA 01590 -A ESS: cinqy@coonaninsurance.com __INSURERI5 AFFORDING COVERAGE NAIC 0 INSURERA:Travelers INSURED INSURER B: TJK, Inc. iNSURERC.' PO Box 12 I NSU RER D South Grafton, MA 01560 INSURER E: INSURER 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 AND CONDITIONS OFSUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADOL SUBR W POLICY EFF POL}CY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMlDDN PMOJUCYYYY LIMITS A GENERAL LIABILITY 680-335M1703-15 11/3/15 11/3/16 EACHOCCURRENCE 1_1100-00Q0 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED__ $ 3OO,OOO CLAIMS MADE OCCUR MED EXP(Anyone person) $ 5,000._ PERSONAL&ADVINJURY $ 1 OQO QQO GENERAL AGGREGATE $ 2,000,000 �21)UCTSGEN'LAGGREGATELIMITAPPLIESPER -COMPIOPAGG $ 2 000 OQO X POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED—SINGLE LIMIT a accident) $ ANYAUTO BODILY INJURY(Per pe rson) $ ALLOWNED SCHEDULED AUUTOSS AUTOS BODILY INJURY Per accident) $ NON-OWNEDPROPERTY DAMAGE $ HIRED AUTOS AUTOS eraccident) UMBRELLALIAB OOCUR EACH OCCURRENCE $ EXCES5LIA8 CLAIMS-MADE AGGREGATE $ DED RETENTION$ A V�ORKERSCDMPENSATIONI�"—)1B-gQ19NO1-3-16 1/26/)6 1/26/17 X WCSTATU- OTH• AND EMPLOYERS'LIABILITY YIN TO v ANY PROPRIETORIPARTNER/EXECUTIVE E.L. ACHACGDENr $ 100 QQQ OFMCER/MEMBER EXCLUDED? :N] NIA , (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100 QQQ If YYes describa untler DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICYLIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Atiach ACORD 101,Additlonal Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS, 120 Main Street North Andover, MA 01695 AUTHORIZED REPRESENTATIVE Cindy Davis 00 9988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: tdbuilding@ aol.com i i i Massachusetts Department of Public Safety Board Of Building Regulations and Standards License,, CS-059339 Constructio» Supervisor TIMOTHY MICHAEL BARS OW P.O.Box#12 SOUTH GRAFTON MA i11S60 ; Commissioner Expiration; 01/24/2018 � r'J/rte��nzr»nrrrnea�(�r��r?lrrrJ�rrr�ure!l,� ©flfee Of COusumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration.' 143758 Type; Expiration; 7j2912018 DBA BARLOW BUILDING TIM BARLOW 13 DEPOT ST $..GRAFTON,MA 01560 • =_'�.•f.•_ Undersecretary p