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HomeMy WebLinkAboutSINGLE FAMILY HOME (4) t%O R TII BUILDING PERMIT 01 ,ED ,b�ta TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION w ,�w p �s � n. Dote Received Permit No#: �SacNLl Date Issued: i ' , ___ -- � pO�:I'�l�dT': Applicant must.complete all itezza.s on this page LOCATION Print nof PROF!ERTY OWNER Print 10,D Year.Structure yes 11 A PARCEL: Of111C DIRICT: �HistoricDitrict eyes no Machine Shop'Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ❑ One family �� Two or more family Li Industrial o Addition ❑ Commercial ❑Alteration ❑ Others: _ No. of units: — - El Repair, replacement _ (:7 Assessory Bldg ❑ ❑ Other Demolition --- - _ 1 1 Floodplain Wetlands [i Watershed District [I Septic [i Well p ❑Water/Seaver DESCRIPTION OF WORK TO BE PERFORMED: _ Identification- Please Tyne or Print Clearly OWNER: game: Phone: mm Address: _._ _. .. .— Contractor Name: Phone. ok Address; Supervisor's CorDstructioh'LicEx ense. - — p' Date: Ex Dates Home Im s`ovemerjt License:_„_ _ _ p ARCHITECT/ENGINEER Phone: � = Reg. o. Address: FEE SCHEDULE:BULDING PERMIT: TOTAL PER$1000.00 OF THE TOTAL ESTIMATED COST BAS DON$925.00 PEI ,�. � .. Total Project Cot: l FEE: ,a a _. ,T1, 7 Check No.: Recent No.: I NOTE: .Persons contr ctin tivith � egiste�e car�tractors do not have:access to the if ranty Jzl�ac� Si nature of contracto Signature of Agent/Owner +� Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ �TYPl;-OF SEWERAGE DISPOSAL Public Semrer ❑ Tanning/Massage/Body Art ❑ Swinuuing Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Primate(septic tank,etc. ❑ Pennanent Dempster on Site ❑ i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF U FORM } PLANNING & DEVELOPMENT Reviewed On l �j �� � Signature_ COMMENTSHof) n i� CONSERVATION Reviewed on 11 t CQ Signature COMMENTS HEALTH Reviewed on Si nature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Con nection/S nature& Date ` 1 k— D6 ewa Permit DPW Town Engineer: SignatuEre: `" Located 384 Osgood Street FIRE DEPARTMENT ­ Temp..Dumpster opt site yes no Located.at 1.24 Main Street FireD. epartment signature/date' COMMEND T Arm t%ORTH Anu #, r UVV11 U VA No. 5:0 e h Ver, ass, it It 1 (* soca BSc o#ata¢# sC� � ` T BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT BUILDING INSPECTOR ........ ... . ...................... ......... . .......... .............. ..... jukFoundation has permission to erect.......................... buildings on ..2 .. ..&..!qT.... 46 .......... rA .... .. Rough Aft dk -10 1 op tobe occupied as ........ ..... ...... ............... . ......... .................................................... .. . 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 Godes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI S TS Rough Service ............ ...... ................................ Final ASBUILDING INSPECTOR GAS INSPECTOR 0ecupanevPerntitR uiredto0ecumBuiLlding� Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final Q Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. BLDG i ISTING FDN EXISTIN A-40UNPATIO G h l�:4 r 4 l mUNDATION 1 .�h BLDG I Ile 4 7 E EXISTING BLDG HJ�" EXIST XfSE j�ppq�p '47 FOUNanION F r � a i5 $6, J CERTIFIED PLOT PLAN Tti t � ft #JNIANY LINES AND EAS04ENTS SHOWN ARE 4WD PN. TW APPROVrM cRtE��CO lDp�pl��.(�'�L�pgi��t�E p���P�IS PI�YI���`T ��'+l3� MUNNDA�TI�CI�Na�gA71&�..SIgOWN IMS N�i'Fypi� V dk�4n 1 G AN AL+ta0.TW �Sr � .1 aP F`9i'FR I `S al l FS1a4 4 stFas+ V. PROPERTY �..Lecx. UVWVAPPUCART1 OFFSET;, UK f{44"n FDJRTMN f THISLiN.IS...NidT TP 13 3J ICI IwRIrGT GI"S, �3T! ANCIl.I.ARY j STRLFCT[i 5, OR fM LANDSCAPING 04M. t�IVE , 11-US C T I IS 3�UN-TRANSFERRABLE, ANI? IS FURTHER MA WITH THE MVISION THAT THE (W31N#9ATMN SHOWN."AS EEM ACCURMLY.MPNISHO BY Asms.mp WT of TNt I3VPtM To THIS FlAm. r ROUTE 114, NORTH. ANDOVER, MASS, PROJECT IE3 = + � {. � 3IWI BY, t DAA E3 A/ l1 CHECKED BY, SC SHT, f R REV IS i. i 1. RESeheek Software Version 4.6.2 CNJ/ Compliance Certificate Project 161018-Trust-Me rri mackCondos-U n it-KNorthAndover 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: Permit Number: Construction Site: Owner/Agent: DesignerlContractor: Unit K2 North Andover, MA a r j Compliance: 0.3%Better Than Code Maximum LIA: 314 Your UA: 313 V 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. Envelo e Assemblies 6ross.Area Cavity ont. or LI-Factor LIIA .: i Perimeter Floor SLAB: Slab-On-Grade:Unheated 21 10.0 0.767 16 Insulation depth: 2.0' Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" o.c. 168 19.0 0.0 0.060 5 3 Door SLIDER: Solid 40 0.280 11 Door 15 LITE BACK: Glass 40 0.300 12 Wall SEPARATION 2X6: Wood Frame, 16" o.c. 648 19.0 0.0 0,060 39 Wall 2X4 GARAGE: Wood Frame, 16" o.c. 280 15.0 0.0 0.077 20 Door METAL FIRE: Solid 20 0.150 3 Floor ABOVE GARAGE: All-Wood joist/Truss:Over Unconditioned Space 560 30,0 0.0 0,033 18 Wall IST FLOOR 2X6: Wood Frame, 16" o.c. 464 19.0 0.0 0.060 20 Window DH:Vinyl Frame:Double Pane with Low-E 27 0'280 8 Window BAY:Vinyl Frame:Double Pane with Low-E 28 0.270 8 Door SLIDER: Glass 80 0.280 22 Wall IST FLOOR SEPARATION: Wood Frame, 16" o.c, 488 19.0 0.0 OA60 29 Wall 2ND FLOOR 2X6: Wood Frame, 16" o.c. 464 19.0 0.0 0.060 22 Window DH:Vinyl Frame:Double Pane with Low-E 95 0,280 27 Wall 2ND FLOOR SEPARATION:Wood Frame, 16" o.c. 488 19.0 0,0 0.060 29 Ceiling ABOVE 2ND FLOOR: Flat Ceiling or Scissor Truss 803 38.0 0.0 0.030 24 Project Title: 161018 Trust MerrimackCondos Unit-K NorthAndover Report date: 10/20/16 Data filename: S.lEbbei1ng_Ed1161018 Trust Merr!mackCondos Unit- Page 1 of 9 K NorthAndover\REScheck1161018_Trust_MerrimackCondos_Unit-l< 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 6 0 9 i 0 u I' 9' 3: Project Title: 161018 Trust MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed1161018 Trust MerrimackCondos Unit- Page 2 of 9 K NorthAndover\REScheck1161018 Trust_MerrimackCondos_Unit-K_NorthAndover K2.rck REScheck Software Version 4.6.2 C�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. SeetIon pians Var�fiad F�eid If 1(0 Pre Inspectian/Plan Review Complies? Comments]Assurr�ot rs Vaiue ; Valuta Via.404.iD 103.1, Construction drawings and ❑Complies 103,2 documentation demonstrate ❑Does Not CPR111 ;energy code compliance for the ;❑Not Observable ; ;building envelope. Applicable 103.1, 'Construction drawings and '❑Complies 103.2, 'documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable iPR3]i ;lighting and mechanical systems ©Not Applicable l ;Systems serving multiple dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. 301, :Heating and cooling equipment is', Heating: Heating: —�❑Complies 316 i sized per ACCA Manual 5 based Btu/hr Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btulhr Btu/hr ;❑Not Applicable approved by the code official. ;A Additional Comments/Assumptions: I V 9 u 1' 1 High Impact(Tier 1) 2.. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 161016 Trust MerrimackCondos Unit-K NorthAndover Report date: 10/20/16 Data filename; S:IEbbel1ng_Ed1161018 Trust MerrimackCondos—Un it- Page 3 of 9 K NorthAndover\REScheck1161018_Trust_MerrimackCondos_Unit-KTNorthAndover_K2.rck Section Plans Verified Field Vrrified ik Foundation Inspection Value Value co. commentslAssrmptlans &.Req ID _ 402.1.1 ;Slab edge insulation R-value. R- R- '©Complies ,See the Envelope Assemblies [FO111 ❑ Unheated E] Unheated jODoes Not fable for values. ❑ Heated ❑ Heated ;❑Nat Observable TINot Applicable 303.2, Slab edge insulation installed per , „.. ❑Complies 402.2.9 ;manufacturer's instructions, "'E]Does Not [F02]1 ❑Nat Observable ❑Not Applicable 40.2.1,1 Slab edge insulation ft f IOComplies ;See the Envelope Assemblies [F0311 depth/length. '❑Does Not :table for values. ❑Not Observable ❑Not Applicable __ — 03 1 A protective covering is installed C�Complies jFQ11]� to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in, below grade. ❑Not Applicable 4038 Snow-and ice-melting system ❑Compiies [F©]2]x " ''controls installed. ODoes Not ❑Not Observable ❑Not Appiicable Additional Comments/Assumptions: s 9 B u i r 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:16bbeling_Ed1161018_Trust MerrimackCondos Unit- Page 4 of 9 K NorthAndoverlREScheck\161018 Trust_MerrlmackCondos_Unit-K_NorthAndover_K2.rck Section Pians Verified Field lted.:, Framing 4 Baugh in irispectipn Campiiesti Camme►its/Assumptians Valuer V fl 402,1.1, ;Door U-factor. U- U- ;❑Complies See the Envelope Assemblies 402,3.4 ❑Does Not table for values. [FRIP QNot Observable ©Not Applicable 402.1.1, Glazing U factor(area-weighted U U- ❑Complie5 �-See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ;QNot observable 4023,6, El Not Applicable 402.5 [FR2]1 77 77- 77 303.2.3 ,U-factors of fenestration products ❑Complies [FR411 are determined in accordance ❑Does Not with the NFRC test procedure'or QNot Observable ;taken from the default table. °❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR2311 installed per manufacturer's ❑Does Not instructions. _ ❑Not Observable ;❑Not Applicable 402.4.3 Fenestration that is not site built � El Complies [FR20]' is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.21A440Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Nat Applicable limits. _ 4x2:4 4 IC-rated recessed lighting fixtures ❑Complies [FR1fj2 ;sealed at housing/interior finish ©Does Nat ; and labeled to indicate 52.0 cfm QNat Observable leakage at 75 Pa. -%❑Not Applicable 403.2.1 Supply ducts in attics are R R- DComplies (FR1211 insulated to zR-B.All other ducts ' R_ R_ ❑Does Not In unconditioned spaces or [[Not Observable outside the building envelope are insulated to �R-6. j❑Not Applicable 403.2.2 All joints and seams of air ducts, °❑Complies [FR13]1 air handlers, and filter boxes are z❑Doe s Not sealed. QNot Observable ;❑Nat Applicable 403:'2 3 ;Building cavities are not used as E ;❑Complies r— [FR151� ducts or plenums. ❑Does Not � _ �, �❑Not Observable _� _ � �❑Not Applicable D 403'3 HVAC piping conveying fluids ft- R ❑Complies [FRVJ s above 105 9F or chilled fluids ❑Does Not below 55 OF are insulated to aR- 3. ❑Not observable ; 9 ❑Not Applicable 403.3.1 i Protection of insulation on HVAC ❑Complies l [FR2411 ;piping. ❑Does Not 'I�Not observable , ❑Not Applicable q0 '.4 2 ' Hot water pipes are insulated to R- R- ;❑Complies [Flsz UDoes Not R-3. g- tNot Observable :❑Not Applicable 1 High Impact(Tier 1) 2 : Medium Impact(Tier 2) 3>: Low Impact{Tier 3� Project Title: 161018_Trust_MerrimackCondos_Linit-K_NorthAndover Report date: 10/20/16 Data filename: 5AEbbeling_Ed1161018_Trust MerrimackCondos Unit- Page 5 of 9 K_NorthAndover\REScheck11f1018_Trust_MerrimackCondos_Unit-K_NorthAndover K2.rck Section Pians Verified IFleid Verified Framing I Fltsugix in inspectign Ca:mp.fe i Comments/Assumptinr►a , 'Value Value 403.5 , tAutomatic or gravity dampers are 3.❑complies jFR9jz Installed on all outdoor air ❑Does Not s intakes and exhausts. „©Not Observable -n s`:❑NotApplicable Additional Comments/Assumptions; 9 V 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: S:lEbbeling_Ed1161018 Trust MerrimackCondos Unit- Page 6 of 9 K NorthAndover\REScheck1161018_Trust_MerrimackCondos_Unit-K NorthAndover—K2,rck i �' Section Pians VerifiedFid lcl Verii ped Insulatian.lnspectian Complies? ComrnetaxsJ. psumptions & Req.li) Value ValueJ. 303.1 All installed insulation is labeled ❑Complies [I1� 32 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Appiicable 1 1, Floor Insulation R-value, R R ❑Complies See the Envelope Assemblies 402 402.2.6 ❑ Wood F1Wood ,E]Does Not ;table for values, [IN111 ❑ Steel ❑ Steel ❑Not Observable 11 ow I❑Not Applicable V 3 f 303,2, Floor insulation installed per -'❑Complies 402.2.7 manufacturer's instructions, and ©Does Not [IN211 in substantial contact with the ;[]Not Observable underside of the subfloor. '❑Not Applicable 402.1.1, 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 El Wood F-] Wood ❑Does Not ;table for values. 402.2.6 wail insulation on the wall ❑ Mass ;❑ Mass ;❑Not Observable [IN311 °exterior,the exterior insulation ;❑ ',requirement applies (FR10). E] Steel Steel :❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN411 :manufacturer's instructions. ?❑Roes Not j ;❑Not Observable ONot Applicable j Additional Comments/Assumptions: 0 B 0 u 1 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_Ed1161018 Trust MerrimackCondos Unit- Page 7 of 9 K NorthAndover\REScheck1161018 Trust_MerrimackCondos_Unit-K NorthAndover K2,rck Sec.ttnrs pia"ns Verified �ieid V+�Y�fred ' FI1ta1 lspeciClor� Rro�rskans Ootnpltes 4: 777777 ComrrwenxslAssumplons & Req f[3 Value Value 402.1.1, !Ceiling insulation R-value. R R- ;❑plies ;See the Envelope Assemblies 402.2.1, El woo ❑ Wood ❑Does Not ;table for values. 402.2.2, E] Steel El Steel ;_]Not observable 402.2.6 ❑ [Flip Not Applicable, 303.1.1.1, ,Ceiling insulation installed per 7770compries 303.2 manufacturer's instructions. ❑Does Not [F12]1 iBiown insulation marked every ❑Nat Observable 300 ft2. 5❑Not Applicable 402>2 3 `Vented attics with air permeable ❑Complies z ;insulation include baffle adjacent ❑Does Not [FI221 j to soffit and eave vents that ❑Not Observable 3 exkends over insulation. ❑Not Applicable 402.2.4 :Attic access hatch and door R R- ;OCompfies [F1311 insulation ?R-value of the ;❑Does Not adjacent assembly. ❑Not Observable 40 ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 = ACM 50 = ;❑Complies [FI17]1 =ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable I ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm1100 cfm1100YC9Compiles [F1411 cfmI100 ft2 across the system or ft2 i ft2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handier @ 25 Pa. For rough-in 'tests, verification may need to El Not Applicable occur during Framing inspection, M 403.2,2,1 ;Air handler leakage designated ❑Complies [FI241' ;by manufacturer at<=2%of =❑Does Not design air flow, •❑Not Observable . i❑Not Applicable 49s'..E77Programrnable thermostats ❑Complies [FI9]? installed on forced air furnaces. E3 Does Not ❑Not Observable ❑Not Applicable 403;7 2 <'Heat pump thermostat installed ;❑Complies _ [FI1Q1� ;on heat pumps. ❑Does Not _ ❑Not Observable j❑Not Applicable 403 41 Circulating service hot water ❑Complies }systems have automatic or ,[]Does Not accessible manual controls. ❑Not observable s ❑Not Applicable 403 5 1 iAll mechanical ventilation system ❑Complies jfans not part of tested and listed ❑Dees Not HVAC equipment meet efficacy ;❑Not Observable and air flow limits, r n ?❑Not Applicable 404.1 75%of lamps in permanent ;❑Complies [FI611 Mixtures or 75%of permanent ❑Does Not fixtures have high efficacy lam s g y p j❑Not ObservabEe Does not apply to low-voltage lighking. ❑Not Applicable 1 High Impact(Tier I) 2Medium Impact(Tier 2) 3,` Low Impack(Tier 3} .: Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: SAEbbeling_Ed1161018_Trust MerrimackCondos Unit- Page 8 of 9 i. K—NorthAndover\REScheck1161018_Trust_MerrimackCondos_Unit-K_NorthAndover K2,rck Section Plans Verlfisd Feld Vartfited Flna1 Inspection Provisions;' Complies. CammentslAssurr�ptiana & fteq.ld Value Value 40461,;1'.',! 1Fuel gas lighting systems have Complies ,no continuous clot light, =❑Does Not [F123J p g ❑Not Observable ❑Not Applicable ;Compliance certificate posted. '•❑Complies ; CFI7j ❑Does Not ❑Not Observable ❑Not Applicable 3013 1Manufacturer manuals for ;❑complies [F11i8]� ;mechanical and water heating \ ❑Doe s N ;systems have been provided. Elot Observable -.❑Not Applicable Additional Comments/Assumptions: 3 0 B 0 1 High Impact(Tier 1) Z' 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_Ed1161018Trust_Merr!mackCandos_Unit- Page 9 of 9 K NorthAndover\REScheck1161018_Trust_MerrimackCondos_Unit-K_NorthAndover_K2.rck 2012 IECC Energy Effidency Certificate Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling 1 Roof 38.00 Ductwork (unconditioned spaces): Window 0.28 Door 0.28 Heating System: Cooling System: Water Heater• Name: Date: Comments a i 0 i Y. Kanayo Lala, P.E. .............10117116 PROJECT: Merrimack Condominiums K-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERSIJOISTS/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 JOISTIGIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 10.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :112= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 35786 LB-FT MOMENT2= 9506 LB-FT 246.78 =S provided OK S= 187.42 IN"3 1465.24 =I Deflection= 0.836 IN =L/ 240 For Total Load Required L1240 Deflection2= 0.139 IN =LI 421 For Live Load Required L1360 Fcp'= 652 PSI OK 1.50 In Bearing Length Fv'= 123 PSI OK BETTER (FLITCH IN TWO ROWS. 11718"WITH 112"STEEL PLATE BOLTED ITH 5!8'DIA@ 2"O.0 ��ztt OF ttAl111Y* LALA Na.337zo c q�CfST4�� tit f4-WALA. Kanayo Lala, P.E. .............10117116 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 I= 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 PSLILVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- NA 2= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 32513 LB-FT MOMENT2= 43313 LB-FT 329.04 =S provided OK S= 313.76 INA3 1953.65 =I Deflection= 0.433 IN =L/ 252 For Total Load Required 1-1240 Deflection2= 0.378 IN =U 499 For Live Load Required 1-1360 Fcp'= 499 PSI OK 3.00 In Bearing Length Fv'= 189 PSI OK USE BETTER HEADER#r:84 (FLITCH BEAM) 3-LVLs 11 718"WITH 2-318"STEEL PLATE a� Q BOLTED WITH 518"DIA @ 12"O.C.IN TWO ROWS. NANAY� USE 2-1,VLs 11 718"FOR BEAM T4. H. A No.33710-C r Kanayo Lala, P.E. .............10117116 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 JOISTIGIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSLILVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11408 LB-FT MOMENT2= 0 LB-FT 82.26 =S provided OK S= 47.20 IN^3 488.41 =1 Deflection= 0.355 IN =L/ 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 11 718"FOR BEAM T6. tAl*A QF i #' F44IH. H. � AYO LAtA N No.33710.0 INT ��,10Itt Kanayo Lala, P.E. .............10117116 PROJECT: Merrimack Condominiums K-TYPE 1313-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor Seam 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 150 PSLILVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 3477 LB-FT MOMENT2= 11267 LB-FT 82.26 =S provided OK S= 61.01 IN^3 488.41 =I Deflection= 0.244 IN =L/ 318 For Total Load Required L1240 Deflection2= 0.493 IN =L/ 437 For Live Load Required L1360 Fcp'= 398 PSI OK 100 In Bearing Length Fv'= 151 PSI OK i DP g� HANAYQ LALA N tttt3333 No.3371 KANAYO LALA, P.E........-10/17/2016 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 10OMPH 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 112"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 BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1 L1 W OS8 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) 1/2'OSB WITH 6D NAILS AT 6"ON EDGES AND 12"ON FIELD PER TABLE R602.3(3) 13 FT CONTINUOUS SHEATHING AVAILABLE ALONG LONG WALL 19 FT THE MOMENT SHEAR AT THE OPENINGS IS RESISTED BY THE METAL CONNECTION PLATES AS DETAILED ON THE PLANS. FOR A TYPICAL 6'WIDE OPENING IN END WALL AT 224 PLF SHEAR:AT THE OPENING CORNER 673 LBS. A SIMPSON PCZ6 POST CAP-LATERAL CAPACITY 1285LBS-OK. THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 R602.10 AND 780CMR51 AMENDMENTS TO IRC2009. IF c FANAYO Wt�.I\ L�A�L�y N No,33710-C '��"CI31'Ea49t4�' AL is I Ac' s CERTIFICATE OF LIABILITY INSURANCE 7(M"IDDfyYYY) .­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 pollcy(kes) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such andorsamengs. PRODUCER NA A Coonan Insurance Agency, Inc. PHONEyr0g 987-7122 FAX N {soe) 987-7152 267 Main Street AOI3RESS: aindy@coonaninsurance.com Oxford, MA 0154 O INSURE 3 AFFORDIN3 COVERAGE NAIC N INSURERA.Travelers INSURED �.. INSURER B: '1'JI{, Inc. INSURER C; PO Box 12 Itdti4lRERn•, 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 OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IN TR TYP>;OFINSURANCE INSAf341L WE UBR POUCYNUfiBER MIONlDOlYEFF MMIVDWYYYY UMTS A GENERALLIABILITY 6SO-33515 n7O3-15 13/8/15 11/3/16 EACH OCCURRENCE S 1.000,000 }( COMMERCIAL GENERAL LIABILITY AAIVAGETORENTEDn.ppr $ 300 000 CLAIMS-MADE a OCCUR -ME D EXP(Any one person) $ 5,000 PERSONAL&ADViNJURY $ 1,000,000 GENERAL AG GREGATE $ 2 000 000 GENTAGGREGATELIWTAPPLIESPER PRODUCTS•OOMP/OPAGG $ 2,000 POLICY PRO- LOC $ AUTOMOSILE-LIAMUTY CO INED SJ14GLELIMIT ANYAUTO BODILY INJURY(Par person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY (Per acident) $ NON-OWNED PROPS�RTTyy DAMAGE $ HIRED AUTOS AUTOS eracUdent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ p(CESSLIAB CLAIMS-MADE AGGREGATE $ DED RETENTION l+4CRitFJiSCOMPENSAT[ONZ-E US-991 tN01^3-1'6 1/ 6/36 1/26/17 X WGSTATU- SJTH- ANO E3NPLOYERS'LIABILITY Y 1 NI. AWPROPRIETOR/PARTNI_ftIEXECUTfVE OFFfCEPJMEMSER EXCLUDED? NIA E.L.EACHACgtVT CE100 OOO (Mml tnry In NH) E.L.DISEASE-EA EMPLOYEE S 100,000 If es,describe under DESCRIPTIO IMOPE RATIONS below E.L.D€SFASE-POLICYLIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Addltlonal Ranerka Schad0e,If more space is regal red) 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 01845 AUTHORIZED REPRESENTATIVE Cin Davis ©1988-2090 ACORD CORPORATION, All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mall: tdbuilding@aol.com I jr r Massachusetts Department of Public Safety Board Of Building Regulations and Standards license; CS-059359 Constj•uctian SL,pervigor 3r: , y , TIMOTHY MICHAEL BARS OW P.O.BOX#12 SOUTH(3RAFTON MA='01560 CA— Expiration: Wmmissioner 01/24/2018 . � ��IlN t('!JJ/IIJJPJIfILClIlf7(�t�7'CCY,f.ifYf lllJ[�Jv`. Office of Cousumer Affairs&Business Regulation. ' - HOME IMPROVEMENT CONTRACTOR Registration143758 Type: k ExplratI0nv 7/29/2018 DBA BARLOW BUILDING' TIM BARLOW 13 DEPOT ST S.GRAFTON,MA 01560 Undersecretary w