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HomeMy WebLinkAboutBuilding Permit # 6/9/2015 FORTH BUILDING PERMIT 0 ON TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received ArCep HUS Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION (41X)MRASS Pc-� I Print PROPERTY OWNER C Print 100 Year Structure yes n)( MAP PARCEL: 0(6, ZONING DISTRICT: 0, (A Historic District yes r,0 Machine Shop Village yes nX TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential El New Building El One family El Addition ' 'Two or more fa4mily 11 Industrial El Alteration No. of units: El Commercial El Repair, replacement El Assessory Bldg El Others: 11 Demolition El Other &N I M DESCRIPTION OF WORK TO BE PERFORMED: Identit, ti - le se Type or Print Clearly '�)S SL OWNER: Name: Phone: Address: '51 Contractor Name: ' '®()C-, Phone: 3DB S33 Email: 11­1--,�p Ant- Address: Cu �,, G&��Atn Mus. c)'660 Supervisor's Construction License: Ls o5q �:�C), —Exp. Date: Uo Home Improvement License: N3 -1-52D Exp. Date: -7 oq ARCHITECT/ENGINEERPhone: 10 33,:z Address: U CIOCY CCA 0040A iy)t- Reg. No. ;,,f 1 b-4 FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ I Do 93 Check No.: r� Receipt No.: NOTE: Persons contracting with reg' tered contractors do not have access to the guara fund ---------................... Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan D Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer 11 Tanning/Massage/Body Art F1 swillming Pools El Well El Tobacco Sales 11 Food Packaging/Sales El Private(septic tank, etc. El Pennanent Dumpster on Site F1 THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature COMMENTS CONSERVATION Reviewed on- "S Si nature COMMENTS—....11101�-.01- P-3, HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes_ Planning Board Decision: Comments Conservation Decision: --Commen Water& Sewer Connection/Signature& Dat 1" 1 'I Driveway Permit -DPW Town Fngineer: Signature: Located S84 Osgood Street, e r,,o n,�s ito-,,-,y�e s -P , RT "t "' R D E �iMENr,"/"""""","",�6"I pi'll"D �7 77 Located at`124;Main Street , J//y %; 51; 2m, "M "S FORTH Town oft I, Andover r° I"E h ver, Mass, �,� 16C: 11HEwKK Q°R•,TEo rP�,��� s � mmr_-�P RM BOARD OF HEALTH Food/Kitchen E IT T LD Septic System THIS CERTIFIES THAT .......9:9.r.C6. BUILDING INSPECTOR Foundation hashas permission to erect .......................... buildings on p ....con:4Rwx..............W...GT.'..®...�&T Rough to be occupied as .. ..... �� .'� 1 �...�, �,�'ltL.. Z....� ar—. ,/......9+.R®�4M4�:. Chimney provided that the person accepting this er�iit shall in eve respect conform to the terrl�s of the lication p p p 9 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final IT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR L 0 ��� LESS CONSTRUCTION M, Rough Service ........................... ................................................. Final BUILDING INSPECTOR GAS INSPECTOR ccupancy 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. 1 x i t f � i r` 1 1• _ ( P n Joe y 1�7gp,i(8 f,F p''"' �� SLUG di { G„ Y 1' � t i 1 { BLDG 4 Qv 1 �t E i CERTIFIED PLOT PLAN D swomy ' PM-Eu. VI - � L FT OW W.101"MffrMf I M . G T . F L T rcwwsx_w; m atm PFMVLSM THAT rw 1WMtMTUMRAS BEEN ACCUPATELY FLOOSWD BY "OEC.MAP&€OT 9 THE 00" TO THIS Flfft PATMM C. "� r 1 $e ,..1E ROUTE 114, NORTH ANDOVER, , ( PROJECT NOiNAND13 S ALE, l."=40' DRAWN BY, PCG RAM 5/l/15 CHECKED BYtSC SHT, REVj Ig f i fZREcheck Software Version 4.6.1. Compliance Certificate Project 150527 Trust Merrimac_BIdgG_UnitGl_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 Gl North Andover, MA Compliance: 0.0%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 Cavity Cont. Assembly or 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"D.C. 96 15.0 0.0 0.077 7 Wall 1st Ext 2x6:Wood Frame, 16"o.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 J oist/Truss:Over Unconditioned Space 481 30.0 0.0 0.033 16 Floor 2nd Over entry:All-Wood joist/Truss: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_BIdgG_UnitGl_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507 Trust MerrimacCondos_BIdgG_UnitsBB- Page 1 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitGl_ModelB.rck Gross Area Cavity Cont. Assembly or R-Value R-Value LI-Factor UA Perimeter 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_UnitGl_ModelB Report date: 05/27/15 Data filename: S:\Ebbelinq—Ed\150507—Trust—MerrimacCondos—BldgG—UnitsBB- Page 2 of 9 BB NAndover\Rescheck\150527 Trust_Merrimac_BldgG_UnitG1_ModelB.rck REScheck Software Version 4.6.1 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.1D 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 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150527 Trust_Merrimac_BldgG_UnitGl_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_UnitG1_ModelB.rck 012 IECC 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 ❑Not Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not FINot Observable, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150527 Trust_Merrimac_BldgG_UnitGl_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_BldgG_UnitGl_ModelB.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions Req.ID 802.1.1, Door U-factor. U- U- "❑Complies See the Envelope Assemblies 402.3.4 !❑Does Not table for values. (FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted I 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]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not 1 with the NFRC test procedure or taken from the default table. ;❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier '❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting '❑Does Not 1 �AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 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 and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 !Supply ducts in attics are R- R- ❑Complies [FR1211 insulated to>_R-8.All other ducts R- R- ❑Does Not in unconditioned spaces or outside the building envelope are ❑Not Observable 1 insulated to>_R-6. j❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13I1 air handlers,and filter boxes are ❑Does Not 81 sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. UDoes Not ❑Not Observable ❑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- 3 ❑Not Observable i ❑Not Applicable 403.3.1 Protection of insulation on HVAC '❑Complies [FR24]1 piping. '❑Does 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_UnitG1_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_UnitG1_ModelB.rck section Plans VerifiedField Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air 30Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150527—Trust_Merrimac_BldgG_UnitGl_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507 Trust_MerrimacCondos BldgG_UnitsBB- Page 6 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BldgG_UnitGl_ModelB.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Reci.ID 303.1 All installed insulation is labeled ]❑Complies [IN13]2 'or the installed R-values ;❑Does Not 1 provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies 'See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per UComplies 402.2.7 manufacturer's instructions,and `❑Does Not [IN2]1 in substantial contact with the a, underside of the subfloor. !❑Not Observable ❑Not Applicable 402.1.1, I 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 F] Wood F1Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not fi ❑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_UnitG1_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_BldgG_UnitGl_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, F] Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.6 []Not Observable [Fill' j❑Not Applicable � I I 303.1.1.1, :Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.x.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent '❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI311 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 [FI4I1 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 Air 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 [Flg]2 installed on forced air furnaces. ❑Does Not o ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 !on heat pumps. ❑Does Not J ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable j❑Not Applicable 403.5.1 ;All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable '❑Not Applicable 404.1 75%of lamps in permanent ❑Complies [FI6I1 fixtures or 75%of permanent ❑Does Not 141 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 1 Low Impact(Tier 3) Project Title: 150527—Trust_Merrimac_BIdgG_UnitGl_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_BidgG_UnitGl_ModelB.rck Section Plans VerifiedField Verified # 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 ;❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 '❑Does Not UNot Observable ❑Not Applicable 303.3 Manufacturer manuals for ;❑Complies [F[18]3 mechanical and water heating ❑Does Not systems have been provided. ',❑Not Observable s❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150527—Trust_Merrimac_BldgG_UnitGl_ModelB Report date: 05/27/15 Data filename: S:\Ebbeling_Ed\150507 Trust_MerrimacCondos_BldgG_UnitsBB- Page 9 of 9 BB_NAndover\Rescheck\150527 Trust Merrimac_BIdgG_UnitGl_ModelB.rck 2012 IECC Energy Efficiency Certificate . B Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 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 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 IN^3 1465.24 =I Deflection= 0.836 IN = L/ 240 For Total Load Required 1-/240 Deflection2= 0.139 IN = L/ 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 BOLTED WITH 5/8"DIA@12"O.C. IN TWO ROWS. a�t�E Of a KANAYo H. LAUI �No.3371" '.. �fAfCISTER o`��� X70 AE „ 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 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 L/240 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 PLATE ` OF " BOLTED WITH 5/8"DIA @ 12"O.C.IN TWO ROWS. � KAr+Avo aH. USE 2-LVLs 11 7/8"FOR BEAM T4. LALA N No.33714C °Ppm �fCISTER����`� 1` fSS10 All 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 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 IN^3 488.41 =I Deflection= 0.355 IN = L/ 439 For Total Load Required L/240 Deflection2= 0.000 IN =L/ 790 For Live Load Required L/360 Fcp'= 669 PSI OK 1.50 In Bearing Length Fv'= 127 PSI OK ALSO USE 3-LVLs 11 7/8"FOR BEAM T6. VA of a� 'Hw NA N No.3371" '$SID RL �6 Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums G-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 IN^3 488.41 = Deflection= 0.244 IN =L/ 318 For Total Load Required L/240 Deflection2= 0.493 IN = U 437 For Live Load Required L/360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK of gyic� KWYO �i uu No.337MC J` fS70 Al �i KANAYO LALA, P.E........-03/03/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 10OMPH WIND ZONE 60, 62,64&66 COMPASS POINT, NORTH ANDOVER, MA BUILDING"G" UNIT G1, G2, G3&G4 26'X 36' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF Building Length 36 ft Building Width 26 ft Building Aspect Ratio= 1.38 Building Area 936 sf Shear End Wall= 11,664 224 PLF Building Mean Height 36 ft Shear Long Wall= 8,424 117 PLF Total Height 45 ft Dead Load of Building 65,520 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 1,179,360 LB-FT 4 FT SPACING FOR 1/2"A.BOLTS DL Moment Long Wall 851,760 LB-FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 209,952 End Wall M -969408 NO UPLIFT Wind Moment Long Wall 151,632 Long W M -700128 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1(1) '/"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) %"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 PC66 POST CAP-LATERAL CAPACITY 1285LBS-OK. THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 R602.10 AND 780CMR51 AMENDMENTS TO IRC2009. tH 0f �c KANAYo LALA LALA y No.3371" Ofi�F PtCISTCA����`� fSSIQ AL MG � CERTIFICATE OF LIABILITY INSURANCE DATE` 2/o ' ACORO 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 FAX No: (508) 987-7152 508 987-7122 267 Main Street -MAIL ADDRESS: cindy@coonaninsurance.com Oxford, MA 01540 INSURERS)AFFORDING COVERAGE MAIC# INSURERA:Travelers INSURED INSURER B: TLK, Inc. INSURERC: PO BOX 12 INSURERD: 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. ILTR TYPE OF INSURANCE ADDU SUER POLICY NUMBER POLICY DIYYY PNOI DDYYFXP LIMITS A GENERAL LIABILITY 680-335M1703-14 11/3/14 11/3/15 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERALLIABILITY DAMAGE TORENTED c $ 300,000 CLAIMS-MADE [K]OCCUR MED EXP 0"one person) $ $ 000 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ 2,000,000 X POLICY PRO-CT 1-1 LOC $ AUTOMOBILE LIABILITY COMBccINI S)INGLELIMIT $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS '.. NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _AUTOS eracadent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ ',.. A YWRKERSCOMPENSATION IE-UB-9914N01-3-15 1/26/15 1/26/16 X IMITS OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N N/A E.L.EACH ACO DENT $ 100,000 OFFICER/MEMBER EXCLUDED? 7 (Mandatory In NH) EL.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (AKach ACORD 101,Additional Remarks Schedule,if more space is recid 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 Cindy Davis ©1988-20 10 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: tdbuildinq@aol.com Department of P ub"lc Safety Board rfB0dqtAafiorra and Standards License: CS"-059359 TIMOTHY M BARLO P.O.BOX#12r P South Grafton MA O1 Comma s siaroner 01/24/2016 i wW __ �"�, Office of Consumer Affairs&Business Regulation ` OME IMPROVEMENT CONTRACTOR a gistration: 143758 Type: + xpiration: " 712k()16 , DBA BARLOW BUILDING TIM BARLOW 13 DEPOT STa S.GRAFTON,MA 01560 —1Y Undersecretary � I