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HomeMy WebLinkAboutSINGLE FAMILY HOME tkORTH B Of UILDING PERMIT q4,,. TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION C Permit No#: Date Received Arer)IX 4) SS US Date Issued: IMPORTANT:Applicant must complete all.items on this page LOCATION "I Print PROPERTY OWNER ',OLA &,Uf_ Print 100 Year Structure yes MAP_ _�PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential 0 New Building Li One family 0 Addition ,.Two or more family 0 Industrial Li Alteration No. of units: L El Commercial 11 Repair, replacement 11 Assessory Bldg 11 Others: 11 Demolition 11 Other DESCRIPTION OF WORK TO BE PERFORMED: � wcmy) ut e Identification- Pse Type or rint Clearly OWNER: Name: �_l r(I • , fone: SSA S h C 7� Q,j) Ph Address: k-A C� Contractor Name: Phone: Email: L,i k ckk nc, C-1 AL)L Address: Vo &v 0\,5k,6 Supervisor's Construction License: ,3 Exp. Date: Home Improvement License: k 4� "I E.-p. Date: ARCHITECT/ENGINEER — Phone: q19_-) 53'7 Ltt( QA Acl Mov, —Reg. No. 337 0-C Address: FEE SCHEDULE:BULDINGPERMIT.$12.00 PER$1000.00 OFTHE TOTAL ESTIMATED COST BASED ON$125.00PER S.F. �rlFEE: I,,,, I :?>. 6!_1 , I `,, ­V �60 Total Project Cost: $ , $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund glg 77// (7 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL �i Public Sewer ❑ Tanning/Massage/Body Art ❑ Swh'oming Pools ❑ �! Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Pennanent Dmnpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature COMMENT'S CONSERVATION Reviewed on IS Signature � o COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comment 11i5 !Nater& Sewer Connection/s! nature e `� � Driveway Permit ]DPW Town Engineer: Signature: Located 384 Osgood Street ARTYNIEIVT T FIRE DEP � ernsn�wDum r on s'fie ` es y ip,,,, h'r rf r o � ' r]' ' � n�k / 1�/r�liUiii r❑i❑u F%/ /.% _ Located at;124 Mai / / ,6rr n reef r //d r/ r „ i ,iJr r // i❑r f l;'Mf� < 1�/f fl , ,<// �,�r'�/�/f,/��/❑ i,. �Irep / De artnient if r r r</ /i ,;.ri/<U'/ /i r /�/i/%/%%//1/f��r%��� ❑/�1�/r! ii. ��%//iii r. /' L- ebivr r , i, -w T 4,-& r Town of' iduvc J9 _ h " ver, Mass, �- COCMICNEwIC. A04ATED H4�,`'C� S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System tAAATHIS CERTIFIES THAT ...........6......... ..... .. .......... ............................................. BUILDING INSPECTOR .. ��. . . . ... .i2LK1� ....... ..�': • Foundation has permission to erect .......................... buildings on ....... ... ..� •••• to be occupied as ID Rough ... .. . . ... . .. .... .. .. .... .......... .... ........... Chimney provided that the person accepting his permit shall in eve respect conform to the terms of the application p p p g p every p pp • 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 Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR 02 UNLESS C STR CTI® T S Rough . ('®. Service ... ..... ...... ....................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t® Occupy Building Rough 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. r r q e t A *w< i Cx p BLDG"his I `E 1, Cir„ft��{"6 q' .: , ,)p .. _ �55W -6 XR` 1 fo 46 j t ,0r CERTIFIED PLOT PLAN E Y MED_ '.. KaWlU R-Nd FM T= UT TE _ €IW TU BE USU T13 ERECT FEMMS, OTHER AMCnJ.AAY MAT STWJCTURES, m mR LAUNCAPM LINT& TEVKVAW,AY mvr VA OMM EMMUM THAT TW D N KU IM ACaRATELY F ' . ' as~a LOT C '. THE OMER TO TMI HAK i ROUTE 114, NORTH ANDOVER, MASS,. I €HJT NO, NAND13 SCALEt 1'=.4 ” DRAWN BY, FCG DATEt 5/1, 15 CHECKED BY, SC SHTt 1 REVISED, Ot 1 C�( REScheck Software Version 4.6.1 J Compliance Certificate Project 150527 Trust Merrimac_BIdgG_UnitG3_ModelB Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 2,326 ft2 Glazing Area 12% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Bldg G, Unit G3 North Andover, MA Compliance: O.0%Better Than Code Maximum UA: 327 Your UA: 327 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Floor 1st Floor:All-Wood joist/Truss:Over Unconditioned Space 416 30.0 0.0 0.033 14 Wall 1st Separation:Wood Frame, 16" o.c. 96 15.0 0.0 0.077 7 Wall 1st Ext 2x6:Wood Frame, 16"D.C. 812 21.0 0.0 0.057 40 Window Dh!Vinyl Frame:Double Pane with Low-E 32 0.290 9 Door Front Ground Fir entry: Glass 20 0.260 5 Door Back:Glass 34 0.290 10 Door Metal: Solid 18 0.160 3 Floor 2nd Over garage/entry:All-Wood JoistlT7uss:Over Unconditioned Space 481 30.0 0.0 0.033 16 Floor 2nd Over entry:All-Wood JoistlTruss:Over Outside Air 39 30.0 0.0 0.033 1 Wall 2nd Floor 2x6:Wood Frame, 16"o.c. 855 21.0 0.0 0.057 39 Window DH:Vinyl Frame:Double Pane with Low-E 100 0.290 29 Window Fix:Vinyl Frame:Double Pane with Low-E 19 0.280 5 Window CSMT:Vinyl Frame:Double Pane with Low-E 12 0.260 3 Door Slider: Glass 34 0.290 10 Wall 2nd Fir Separation:Wood Frame,16" D.C. 279 15.0 0.0 0.077 21 Ceiling Bay Win: Flat Ceiling or Scissor Truss 6 30.0 0.0 0.035 0 Wall 3rd Floor:Wood Frame, 16" o.c. 749 21.0 0.0 0.057 36 Window DH:Vinyl Frame:Double Pane with Low-E 86 0.290 25 Project Title: 150527 Trust_Merrimac_BldgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507—Trust MerrimacCondos BldgG_UnitsBB- Pagel of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitG3_ModelB.rck Window Awn:Vinyl Frame:Double Pane with Low-E 7 0.270 2 DoorFrench: Glass 18 0.260 5 Wall 3rd Separation:Wood Frame, 16"o.c. 243 15.0 0.0 0.077 19 Ceiling Main: Flat Ceiling or Scissor Truss 936 38.0 0.0 0.030 28 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Building G Project Title: 150527_Trust_Merrimac_BIdgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507_Trust_MerrimacCondos_BIdgG_UnitsBB- Page 2 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BIdgG_UnitG3_ModelB.rck fZREScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 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 ❑Not Observable [PR3]1 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is Heating: Heating: ❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150527 Trust_Merrimac_BIdgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507—Trust MerrimacCondos_BldgG_UnitsBB- Page 3 of 9 BB NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitG3_ModelB.rck 012 IEC C Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies [FO11]2 ;protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below i❑Not Observable grade. El Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150527 Trust_Merrimac_BldgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507_Trust MerrimacCondos BldgG_UnitsBB- Page 4 of 9 BB_NAndover\Rescheck\150527 Trust_Merrimac_BIdgG_UnitG3_ModelB.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable G ! ❑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, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 �a,� 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 IAir barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. '11,E]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 ❑Not Observable or has infiltration rates per NFRC :400 that do not exceed code '❑Not Applicable limits. 402.4.4 '' IC-rated recessed lighting fixtures ❑Complies [FR16]2 'sealed at housing/interior finish ❑Does Not J and labeled to indicate<_2.0 cfm ❑Not 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 ❑Not Observable outside the building envelope are insulated to>_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑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 [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable L. ❑Not Applicable 403.3 HVAC piping conveying fluids R R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- !❑Not Observable 3. ❑Not Applicable 403.3.1 Protection of insulation. on HVAC ❑Complies [FR24]1 piping. UDoes Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not _ � ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150527—Trust_Merrimac_BIdgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507_Trust MerrimacCondos_BldgG_UnitsBB- Page 5 of 9 BB NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitG3_ModelB.rck section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ElComplies [FR19]2 'installed on all outdoor air LJ Does Not intakes and exhausts. J iRNot Observable , �E]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150527 Trust_Merrimac BIdgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507 Trust MerrimacCondos_BIdgG_UnitsBB- Page 6 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitG3_ModelB.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ;❑Complies [IN13]2 or the installed R-values ❑Does Not provided. '❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- I❑Complies See the Envelope Assemblies 402.2.6 E] 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 ❑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/z 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 ,jrequirement applies(FR10). E] Steel E] Steel ❑Not Applicable 303.2 Wail insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ;❑Does Not 1 ❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 150527—Trust_Merrimac_BIdgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507 Trust_MerrimacCondos_BldgG_UnitsBB- Page 7 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BIdgG_UnitG3_ModelB.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 j❑ Steel ❑ Steel ❑Not Observable [FI1]1 !❑Not Applicable 303.1.1.1, 'Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. `❑Does Not [FI2]1 I Blown insulation marked every '300 ft2. UNot Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation, a❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- '❑Complies [FI3]1 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= 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<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.2.2.1 IAir handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. '❑Does Not '❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed '.❑Complies [FI10]2 Ion heat pumps. =❑Does Not ' ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [1`11112 "systems have automatic or ❑Does Not ; 7 accessible manual controls. ;E-]Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system t Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits. ❑Not Observable i❑Not Applicable 404.1 75%of lamps in permanent ❑Complies [F16]1 'fixtures or 75%of permanent ❑Does Not 4 fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150527 Trust_Merrimac_BldgG_UnitG3_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507 Trust_MerrimacCondos_BldgG_UnitsBB- Page 8 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitG3_ModelB.rck Section Plans Verified Field Verified e Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have i❑Complies [FI23]3 no continuous pilot light, ?❑Does Not 3❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 i❑Does Not ❑Not Observable I ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ;❑Does Not 4, systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150527 Trust_Merrimac_BldgG_UnitG3_ModelB Report date: 05/27/15 Data filename: 5:\Ebbeling_Ed\150507 Trust_MerrimacCondos_BldgG_UnitsBB- Page 9 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitG3_ModelB.rck Energy _ IECC CertificateEfficiency Above-Grade Wall 27..00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 38.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.29 MMMEMMM=M= Heating System- Cooling System• Water Heater• Name: Date: Comments Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums G-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 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 35786 LB-FT MOMENT2= 9506 LB-FT 246.78 =S provided OK S= 187.42 IN^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 U360 Fcp'= 652 PSI OK 1.50 In Bearing Length Fv'= 123 PSI OK USE BETTER HEADER#65 (FLITCH BEAM) 2-LVLs 11 71W WITH 1/2-STEEL PLATE BOLTED WITH 5/8"DIA@12"O.C.IN TWO ROWS. ��or wwnYO L \ No.337160 p AC11STCQ�� S310 4l Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums G-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 INA3 976.83 =I Deflection= 0.643 IN =U 308 For Total Load Required U240 Deflection2= 0.000 IN =U 540 For Live Load Required U360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK VA OF ?c� KWYO H. LALA M.33710-C �£CISTIt Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums G-TYPE 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 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 32513 LB-FT MOMENT2= 43313 LB-FT 329.04 =S provided OK S= 313.76 IN^3 1953.65 =I Deflection= 0.433 IN =U 252 For Total Load Required 0240 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. Of KAwao USE 2-LVLs 117/8"FOR BEAM T4. lau► N No.33710-C RfCISTi.�``° /< -- Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums G-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERSMOISTS/RAFTERS Third Floor Beam 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 W12X30 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 U360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W 12X30,DEPTH=12.34"AND FLANGE WIDTH=6.5". Of w1NAY USE 2-LVLs 117/8"FOR BEAM T4. Lnu H No.337160 °� AfCtSTtRc� Kanayo Lala, P.E. .............03/03/2014 r PROJECT: Merrimack Condominiums G-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 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11408 LB-FT MOMENT2= 0 LB-FT 82.26 =S provided OK S= 47.20 IN^3 488.41 =I Deflection= 0.355 IN =U 439 For Total Load Required 0240 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 117/8"FOR BEAM T6. 0 W1NAYO H. LAU N No.3371" �ffSS10 0.L �G! i i 8 assm;hu etla Department of Pubfic Safety, Board opt Budding RegaAatdons agar!Staaridarrda t r�„'tlJG11.� 0.apV��,�Q�Wa Lk.ense: CS-059359 TIMOTHY M BA �,O F.O.BOX#12 South Grafton Mid 010 a 5i'21 Expiraflon �. ComaOssRoner 01/24/2016 4 , � ess Regulation � r��FY'"��!IGA�NfhAGCS%'9lf/4 aA a� e ,t"92fc"e94S Office of Consumer Affairs&Busmes kion OME IMPROVEMENT CONTRACTOR giatration: 143758 Type: xpiratian 7/29/2016 DBA \\\ BARLOW BUILDING TIM BARLOW 13 DEPOT ST S.GRAFTON,MA 01560 Undersecretary _ i r CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD,YYYY) 2/10/15 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(ies) 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 CONTACT NAME: Coonan Insurance Agency, Inc. PHONE 508 987-7122 FAx Nv: (508) 987-7152 Oxford, MA 01540 267 Main Street ADDRESS: cindy@coonaninsurance.com INSURER(S) AFFORDING COVERAGE NAIC# INSURER A:Travelers INSURED INSURER B: TJK, Inc. PO BOX 12 INSURERC:INSURER D South Grafton, MA 01560 INSURERS: 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. INSR ADDL SUBRPOLICY EFF POIJCY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MIDDYYYY) (MMIDDIYYYYI LIMITS A GENERALIJABILITY 680-335M1703-14 11/3/14 11/3/15 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERALLIABILITY DAMAGE TO RENTED PREMISES(Ea e $ 300,000 CLAIMS-MADE [K]OCCUR MED EXP(Arty one person) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2.000.000 GEN'LAGGREGATE LIMITAPPLIES PER PRODUCTS-OOMP/OPAGG $ 2,000,000 X POLICY PIE FRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a accident $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS _AUTOS ED PROPERTY DAMAGE $ eraccident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MACE AGGREGATE $ DED RETENTION$ $ A NORFMPLOY COMPENSATION ILIT IE-UB-9914NOl-3-15 1/26/15 1/26/16 WCSTATU- OTH - ANDEMPLOYERS'LIABILITY YIN N X OFFICE R/MEMANY MBBERRD(CLUDED? 7 NIA EL.EACH ACO CENT $ 100,000 (Mandatory b NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 Ifrys describe under DESGRIPTIONOFOFERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Rerreft Schedule,N more space is regrired) 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 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: tdbuilding@aol.com