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HomeMy WebLinkAboutMiscellaneous - 34 Compass Point RoadI BUILDING PERMIT l� L� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: 6_5 Date Received Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION PROPERTY OWN MAPPARCEL Print 100 Year Structure ZONING DISTRICT: Historic District Machine Shop Vil 3 yes yes /V�,�T�..ED l6tryNC 2 h�t 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 ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic ❑ Well ❑ Floodplain ElWetlands ❑ Watershed trict ❑. Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Cmc- cw'(�_ dentificati n - Please T pe or Print Clearly ' OWNER: Name: Phone: Address: '51 M4 _14M Contractor Name: 100 'Phone: x'133 77 Address:b.C. Supervisor's Construction License: ,L Exp. Dater Home Improvement License: _ _1H3 -�S Exp. Date:; -7/2 ARCHITECT/ENGINEER L� L1n Phone: 4'x%6 30 5c ,5a Address:��e+( (�Gl GC���,- (Gam, Reg. No. 37 10—c - FEE SCHEDULE: BULDING PERMIT.$92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.0; PER S.F. Total Project Cost: $ 39-7 l Sba FEE: $�j � � � CDru "- Check No.: Receipt No.: NOTE: Persons contractink with unr istered contractors do not have: access to the aranty fund Signature of Agent/Own Signature of contractor. 9201 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. i Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products VOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application . C Doc: Building Permit Revised 2014 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TypF-OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM NO)LANNING & DEVELOPMENT Reviewed On�'} �J��p Signature_ _�AL��_ COMMENTS Ibb I �" G�)1n uA ���rYl.2.11 IY1(1� ONSERVATION Reviewed on Signature r4,j (J" COMMENTS_ L{a �qaA P1 ALTH Reviewed on Signature COMMENTS r Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Water & Sewer Connectio DPW Town Engineer: Si Comments �atP ---o Sflnrh & _ Locatea 6M Usgooa Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 MainStreet Fire Department-signature/date COMMENTS 1 limension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine Doc.Building Permit Revised 2014 I Location No. 5 3'Z ' e)O f-7 Date �t 4 3 t Check # V) •r TOWN OF NORTH ANDOVER Certificate of Occupancy $� Building/Frame Permit Fee $ I 1c) Foundation Permit Fee $ Other Permit Fee $ TOTAL ("r' Building Inspector Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 297,500.00 m $ - $ 3,570.00 Plumbing Fee $ 446.25 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 446.25 Total fees collected $ 4,562.50 34 Compass Point 538-2017 on 11/18/2016 SFH y CD 0Z C CL F— M n cc. -0 O CD CL Cr CD O C" W Q O �• CD CD VOLO OWE O U) c N n 0 CD y� N iv Z 0 CD � C T ,O Z T V1 Z1 rrn rn;a n %7 T (n T C 3 O 7 O M 3 Z a S CO) � N O m O (D to Ol - C nZ 0 0� O z� O O Cl) Cl) 0 " c a --I (0) = S CD Cl) cr N CD CL 0 CD 0 CL0 3 m 0•3� ui N - Oo.•C m W D•� y O _ (D (D 2 Q. fu @ a S• = c n -1 (o CL �•D S O (D c p < CQ 0T. 0cn ��� N O o a (D S Q. •� O C1 �co ;r O Q CO) CD�� �c N IOD U ° 00 5.c Co. 0 O 10 N�':� n N :� t •N D (D �- =O CO o - M (n W T ,O T V1 Z1 n %7 T (n T C 3 O 7 O O 3 O O' S O O N O O (D Ol - C O S N S N S O Q fl z S D N 0 OO N �: S r W rD rD T m C C 3 W 2 W o v 'D^ z n z DZ C) M to r O V z Z Z T� m O m m D 0 0O 2 O O :0 O obi rA rA ID y 0 m "M CREScheck Software Version 4.6.2 �J( 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: 272 Permit Number: 0.0 Construction Site: Owner/Agent: Unit K3 North Andover, MA Designer/Contractor: Compliance: 0.3% Better Than Code Maximum UA: 314 Your UA: 313 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 Floor SLAB: Slab -On -Grade: Unheated Insulation depth: 2.0' Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" o,c. Window DH: Vinyl Frame:Double Pane with Low -E Door SLIDER: Solid Wall SEPARATION 2X6: Wood Frame, 16" D.C. Wall 2X4 GARAGE: Wood Frame, 16" D.C. Door METAL FIRE: Solid Door DBL Front: Glass Floor ABOVE GARAGE & Entrance Hall: All -Wood J oist/Truss: Over Unconditioned Space Wall 2nd FLOOR 2X6: Wood Frame, 16" D.C. Window DH: Vinyl Frame:Double Pane with Low -E Door SLIDER: Glass Wall 2nd FLOOR SEPARATION: Wood Frame, 16" o.c. Floor 3rd Fir Cantilever: All -Wood Joist/Truss:Over Outside Air Wall 3rd FLOOR 2X6: Wood Frame, 16" D.C. Window DH: Vinyl Frame:Double Pane with Low -E Door Slider: Glass 26 10.0 0.767 20 221 19.0 0.0 0.060 10 30 0.280 8 .20 0.290 6 272 19.0 0.0 0.060 16 215 15.0 0.0 0.077 12 20 0.150 3 33 0.300 10 520 30.0 0.0 0.033 17 459 19.0 0.0 0.060 20 84 0.280 24 40 0.290 12 595 19.0 0.0 0.060 36 12 30.0 0.0 0.033 0 467 19.0 0.0 0.060 21 42 0.280 12 40 0.290 12 Project Title: 161018 Trust MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: 5:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 1 of 9 K_NorthAndover\REScheck\161018_Trust_MerrimackCondos_Unit-K NorthAndover K3.rck 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 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 Project Notes: Unit K3 Signature Date Project Title: 161018 —Trust _ MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018_Trust MerrimackCondos Unit- Page 2 of 9 K_NorthAndover\REScheck\161018_Trust_MerrimackCondos_Unit-K_NorthAndover_K3.rck CREScheck Software Version 4.6.2 �J( Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 5ecti6n Pre inspectign/Pla>n: tev�ew P)0ns Verifii Feel# Verifred' Complies? Gtr nnients/Assumptrd�is`: Value <: Va#uc 103.1, Construction drawings and ; []Complies 103.2 idocumentation demonstrate ❑Does Not CPRl]1 energy code compliance for the ;building i ❑Not Observable envelope. ❑Not Applicable 103.1, ;Construction drawings and ]❑complies 103.2, !documentation demonstrate ) t '❑Does Not 403.7 [PR3]1 1energy code compliance for ;lighting and mechanical systems. I y ❑Not Observable ; Systems serving multiple I '❑Not Applicable dwelling units must demonstrate a `• ;compliance with the IECC ' -J Commercial Provisions, t w c v 302A', Heating and cooling equipment is Heating: ;Heating:❑Complies 403.6 isizedper ACCA Manual 5 based Btu/hr ; Btu/hr 10Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable pP 3 approved by the code official. Additional Comments/Assumptions: 111 High Impact (Tier 1) 2" Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 3 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck y:. ✓5[ �tq.lb .. rvy�aarowrvrr rrtaNca.rw�, '� ;:> ;, irv�itle' ❑Not Applicable -a.vrra}anc�c tl�U@ JA protective covering is installed i avlrrrrrcr�w�Ie�aaarrrap+arusaa -: 402.1.1 Slab edge insulation R -value. R- R- !❑Complies ISee the Envelope Assemblies [FO1]1 j ❑ Unheated j ❑ Unheated ;❑Does Not table for values. MI nimum of 6 in. below grade. ❑Heated ❑Heated ❑Not Observable 'Snow- and ice -melting system ' "i❑Complies �❑Not-Applicable 303.2, ;Slab edge insulation installed per ❑Complies 402.2.9 manufacturer's instructions. g Y ❑Does Not [FO2]1 i j ❑Not Observable [ ❑Not Applicable 402.1.1 4SIab edge insulation ft ft ",❑Complies ;See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not ; table for values. ❑Not Observable Additional Comments/Assumptions: 111 High Impact (Tier 1) li,,2,; Medium Impact (Tier 2) 3f` Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 4 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck ❑Not Applicable 343.2.1 JA protective covering is installed i j❑Complies ZFOIj� oto protect exposed exterior i ��❑Does Not insulation and extends a € 3❑Not Observable MI nimum of 6 in. below grade. ❑Not Applicable 'Snow- and ice -melting system ( "i❑Complies jFO12]� gcontrols installed. ❑Does Not Y ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) li,,2,; Medium Impact (Tier 2) 3f` Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 4 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck 402.1.1, ; Door U -factor. ; U- U- ;LComplies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRI]1 Observable i ,❑Not ❑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, i ❑Not Observable 402.3.6, 402.5 ': +❑Not Applicable ' [FR2]1 303.1.3 Ll -factors of fenestration products "❑Complies [FR4]1 are determined in accordance ❑Does Not :with the NFRC test procedure or 1 ' ❑Not Observable 'taken from the default table. [ ❑Not Applicable y 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR2311 installed per manufacturer's ]❑Does Not instructions. 4 r ,,❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built 4❑Complies [FR20]1 is listed and labeled as meeting ] ❑Does Not AAMA /WOMA/CSA 101/l.S.2/A440 r 4❑Not Observable For has infiltration rates per NFRC 400 that do not exceed code „` -' %,❑Not Applicable limits. s M 4024.4- IC -rated recessed lighting fixtures; ❑Complies jfR16]2 ;sealed at housing/interior finish ,'❑Does Not and labeled to indicate _<2.0 cfm ' ff ❑Not Observable ;leakage at 75 Pa. � x � ' E]Not Applicable 403.2.1 ;Supply ducts in attics are R- ; R- :❑Complies [FR12]1 ; insulated to ZR=8. All other ducts ' R- R- ❑Does Not in unconditioned spaces or ❑Not Observable outside the building envelope are ; t❑Not Applicable insulated to >_R-6. 403.2.2 ;All joints and seams of air ducts, Ad❑Complies [FR13]1 air handlers, and filter boxes are ( ❑Does Not sealed. s �LRE]Not Observable ❑Not Applicable 403;2 3 iBuilding cavities are not used as ''❑Complies [FR3513 a ducts or plenums.190Does I Not s : j❑Not Observable s ❑Not Applicable 40333 HVAC piping conveying fluids R R- '❑Complies [FR17]2 Aabove 105 QF or chilled fluids '❑Does Not .° below 55 QF are insulated to >_R- j❑Not Observable 3 ❑Not Applicable 403.3.1 'Protection of insulation on HVAC s ❑Complies [FR24]1 piping. g❑Does Not Not Observable ❑Not Applicable 401i4'.2 J Hot water pipes are insulated to R- R- ❑Complies [FR18j2 aR-3. T❑Does Not ❑Not Observable ;❑Not Applicable 11 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:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 5 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 6 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck 5ecl�an a lasulakion l6spectian Plays UQrJfietl FEeld VeKifiaetl ; Complies? iw rnMerfxslAssumptEons &Rep in Valine '' Vaiue 303.1 :;All installed insulation is labeled []Complies AJN13jzorthe installed R -values C❑Does Not provided. f❑Not Observable P , }❑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 t ❑Not Applicable I 303.2, Floor insulation installed per l '❑Complies 402.2.7 manufacturer's instructions, and❑Does Not [IN2]1 in substantial contact with the snn Y;❑Not Observable underside of the subfloor. ❑NotAppiicabie ; 402.1.1, k 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 j ❑ Mass ;phot Observable [IN3]1 :exterior, the exterior insulation requirement applies (FR10). ❑Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per ;❑Complies [IN4]1 manufacturer's instructions. J r " s❑Does Not ❑Not Observable �,❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2] Medium Impact (Tier 2) 3' Low Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 7 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck 402.1.1, ;Ceiling insulation R -value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, j E]Wood E]Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel E]Steel ❑Not Observable 402.2.6 [FI111 �j❑Not Observable ❑Not Applicable- t 1 � zA.!❑Not Applicable 303.1.1.1, :Ceiling insulation installed perr ' "�_'j❑Complies 303.2 ; manufacturer's instructions. n ;F -]Does Not [FI211 Blown insulation marked every 300 ft2. i 4 r = E,;❑Not Observable w'?❑Does Not, �❑Not Applicable 1 4U.-2.3 1Vented attics with air permeable ❑Complies jf1212 ,insulation include baffle adjacent 403:4.1. ;Circulating service hot water K❑Does Not ❑Complies ato soffit and eave vents that ;systems have automatic or ❑Not Observable j ;extends over insulation, h❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI311 ;insulation >_R -value of the ❑Not Applicable ;❑Does Not All mechanical ventilation systern adjacent assembly. ❑Complies ; ;❑Not Observable ifans not part of tested and listed 1 g2❑Does Not 1 '❑Not Applicable 402.4.1.2 "Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;[]Complies ; [FI17]1 1 ach in Climate Zones 1-2, and and air flow limits, ❑Does Not <=3 ach in Climate Zones 3-8. ti ;❑Not Observable 1 1 ❑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 1 ft2 ❑Does Not <=3 cfm/100 ft2 without air []Not Observable ' ❑Not Observable handler @ 25 Pa. For rough -in 'tests, Does not apply to low -voltage Applicable = verification may need to 1 ;❑Not 1 occur during Framing Inspection. 403.2.2.1 'Air handler leakage designated ( k❑Complies [F124]1 ; by manufacturer at <=2% of Does Not !design airflow. 403:1 1 Programmable thermostats i❑Complies [F19j2 installed on forced air furnaces. f❑Does Not �j❑Not Observable t 1 � zA.!❑Not Applicable 403A.2 Heat pump thermostat installed n �❑Complies 117I1612 :von heat pumps. w'?❑Does Not, ❑Not Observable 1 1❑Not Applicable 403:4.1. ;Circulating service hot water :,.. ❑Complies [F11112 ' ;systems have automatic or t❑Does Not accessible manual controls. + ❑Not Observable ❑Not Applicable 403.5 1 All mechanical ventilation systern ❑Complies ; jF125j7 ifans not part of tested and listed w r; 4 g2❑Does Not 1 HVAC equipment meet efficacy `n j ' -]Not Observable and air flow limits, ti ❑Not Applicable R 404.1 ;75% of lamps in permanent❑Complies [FI611 :fixtures or 75% of permanent Does Not 1 ;fixtures have high efficacy lamps ' ❑Not Observable Does not apply to low -voltage = ❑Not Applicable lighting. -' 11 High Impact (Tier 1) 2: Medium Impact (Tier 2)Impact (Tier 3) Project Title: 161018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 8 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck 41044 .1 Fuel gas lighting systems have #❑Complies I [F123] no continuous pilot light. r rr'❑Does Not b❑Not Observable ^ti ❑Not Applicable 401.3 -Compliance certificate posted. ;❑Complies {FI7}z +❑Does Not QNot Observable �❑Not Applicable 303.3 ; Manufacturer manuals for ❑Complies )F{181 ,mechanical and water heating❑Does Not systems have been provided. E IQNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2' Medium Impact (Tier 2) 3<` Low Impact (Tier 3) Project Title: 161018 Trust MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16 Data filename: S:\Ebbeling_Ed\161018—Trust—MerrimackCondos—Unit- Page 9 of 9 K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover K3.rck 2012 IECC Energy Efficiency Certificate Above -Grade Wall 19.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.28 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T1 Supporting Floor, Wall, Attic & Point Load From T5 LOADS: DEAD LOAD 22.54 PSF 323.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 429.90 PLF qs= 29.10 Cd= 1 TOTAL LOAD 753 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 3510 LBS 3.25 FT Ra= 2925 LBS 7341 LB =TOTAL REACTION TRIBUTARY WIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 10.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 35786 LB -FT MOMENT2= 9506 LB -FT 246.78 =S provided OK S= 187.42 INA 3 1465.24 = I Deflection = 0.836 IN = U 240 For Total Load Required L/240 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 7/8" WITH 1/2"STEEL PLATE t1i OF BOLTED WITH 5/8"DIA@12"O.C. IN TWO ROWS. VANAYO LALA lva. �3710� Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T2 Supporting Floor, Wall & Attic LOADS: DEAD LOAD 22.54 PSF 322.95 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 429.90 PLF qs= 29.10 Cd= 1 TOTAL LOAD 753 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 6211 LB =TOTAL REACTION TRIBUTARY WIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 7.00 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 25620 LB -FT MOMENT2= 0 LB -FT 164.52 =S provided OK S= 106.02 IN^3 976.83 =I Deflection = 0.643 IN = U 308 For Total Load Required U240 Deflection2 = 0.000 IN = U 540 For Live Load Required U360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK OF KANAYA H. ,v LMA '^ Na. 33714-C IST J 5+1Q AL �� Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums JKTYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T3 Supporting Floor & Point Load From T1& T2 LOADS: DEAD LOAD 20.00 PSF 360.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 540.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 900 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 3.25 FT Ra= 13327 LBS 7650 LB =TOTAL REACTION TRIBUTARY WIDTH 18.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 17 LF Fb= 2900 PSI WIDTH- IN 14.00 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 32513 LB -FT MOMENT2= 43313 LB -FT 329.04 =S provided OK S= 313.76 IN^3 1953.65 = I Deflection = 0.433 IN = L/ 252 For Total Load Required 0240 Deflection2 = 0.378 IN = L/ 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 'S A" BOLTED WITH 5/8" DIA @ 12"O.C. IN TWO ROWS. $Srs-.,, Kwyo USE 2-LVLs 117/8" FOR BEAM T4. H. LAU ((91(No. 33710-C Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 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". rro-C t1� �MUSE 2-LVLs 11 7/8" FOR BEAM T4. �c(i Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T5 Supporting Floor & Wall LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 300.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 540 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3510 LB =TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11408 LB -FT MOMENT2= 0 LB -FT 82.26 =S provided OK S= 47.20 IN^3 488.41 =I Deflection = 0.355 IN = U 439 For Total Load Required U240 Deflection2 = 0.000 IN = U 790 For Live Load Required L/360 Fcp'= 669 PSI OK 1.50 In Bearing Length Fv'= 127 PSI OK ALSO USE 3-LVLs 117/8" FOR BEAM T6., F{ANAYO H. LAIN No. 33710-C Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor Beam S1 Suuoortina Floor & Wall LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 400.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 640 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4160 LB =TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 13520 LB -FT MOMENT2= 0 LB -FT 82.26 =S provided OK S= 55.94 INA 3 488.41 =I Deflection = 0.421 IN = U 371 For Total Load Required U240 Deflection2 = 0.000 IN = U 593 For Live Load Required U360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK KANAYO H. LAL.A No. 33710-0 Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominiums K -TYPE BB -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor Beam S2 Supporting Floor & Point Load From S1 LOADS: DEAD LOAD 15.00 PSF 19.95 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 53.20 PLF qs= 29.10 Cd= 1 TOTAL LOAD 73 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 4160 LBS 3.25 FT Ra= 3467 LBS 713 LB =TOTAL REACTION TRIBUTARY WIDTH 1.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 3477 LB -FT MOMENT2= 11267 LB -FT 82.26 =S provided OK S= 61.01 INA 3 488.41 =I Deflection = 0.244 IN = U 318 For Total Load Required U240 Deflection2 = 0.493 IN = U 437 For Live Load Required U360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK KANAYO K. LALA No. 33710-C Kanayo Lala, P.E. .............10/17/16 PROJECT: Merrimack Condominimums K -TYPE -BB -Compass Ponit, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Garage Door Header S3 Supporting Two Floors, Roof, Wall & Point Load From T1 LOADS: DEAD LOAD 73.72 PSF 718.75 PLF Ce= 1 CF= 0.96 SNOW LOAD 38.50 PSF 375.38 PLF Cq= 1 Cs= LIVE LOAD 70.00 PSF 682.50 PLF qs= 29.10 Cd= 1.15 TOTAL LOAD 1777 PLF 1= 1 Cm= 1 WIND SPEED 90 MPH 29.10 PSF POINT LOAD 4900 LBS 6 FT Ra= 3118 LBS 14657 LB =TOTAL REACTION TRIBUTARY WIDTH 9.75 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 5.25 PSL/LVL 18 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 60461 LB -FT MOMENT2= 18709 LB -FT 350.00 =S provided OK S= 284.87 IN^3 2228.94 = I Deflection = 0.665 IN = L/ 240 For Total Load Required U240 Deflection2 = 0.160 IN = U 403 For Live Load Required U360 Fcp'= 677 PSI OK 5.00 In Bearing Length Fv'= 245 PSI OK USE 2-LVLs 11 7/8" FOR BEAM S4. OF iSAMAYO H. 5 t? LALA No. 33714C A£CtSTEa� �{ ``SSi0 XL ,./ KANAYO LALA, P.E........ - 10/17/2016 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 34 & 36 COMPASS POINT, NORTH ANDOVER, MA BUILDING "K" UNIT K3, & K4 - 26' X 36' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF Building Length 36 ft Building Width 26 ft Building Aspect Ratio= 1.38 Building Area 936 sf Shear End Wall= 11,664 224 PLF Building Mean Height 36 ft Shear Long Wall= 8,424 117 PLF Total Height 45 ft Dead Load of Building 65,520 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 1,179,360 LB -FT 4 FT SPACING FOR 1/2" A.BOLTS DL Moment Long Wall 851,760 LB -FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 209,952 End Wall M -969408 NO UPLIFT Wind Moment Long Wall 151,632 Long W M -700128 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE SHEAR WALL CAPACITY BY TABLE 2306.2.1(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 2W '/z' 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. KANAYO H. LALA No. 337140 ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 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(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 Coonan Insurance Agency, Inc. 267 Main Street Oxford, MA 01540 CONTACT NAME: PHONE X 508 987-7122(FA/ N (508) 987-7152 4VIAIL ADDRESS: cindy@coonaninsurance.com INSURE S AFFORDING COVERAGE NAIC tl INSURER A: Travelers 11/3/16 INSURED INSURER B: INSURER C: TJK, Inc. PO Box 12 INSURER 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 OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tNSR LTR TYPEOFINSURANCE ADDL JIM SUBR INVID POLICY NUMBER POLICY EFF M/DD/Y POLICY EXP MM/DD/YYYY LIMITS A GENERALLIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE Fx-� OCCUR Cindy Davis 680-335M1703-15 11/3/15 11/3/16 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTEDPREMISES (Ea occurrence) $ 300,000 MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER j( POLICY PRO LOC 7X PRODUCTS - COMP/OPAGG $ 2,000,000 $ AUT ANYAUTO ALLOWPED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS _ AUTOS COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ eraccident UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERScOMPENSATt0N AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? 174 (Mandatory In NH) If esunder S6describeDRIPTION OF OPE RATIONS below N / A IE -UB -9914N01-3-16 1/2-6/1-6 1/26/17 }i; I WCSTATU- OT: H- - E.L. EACH ACG DENT $ 100 ,000 E.L. DISEASE -EA EMPLOYEE $ 100,000 E.L. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Re marks Schedule, if more space Is required) CERTIFICATE HOLDER CANCELLATION © 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZED REPRESENTATIVE North Andover, MA 01845 Cindy Davis © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tdbuilding@ aol . com rt Massachusetts Department of —.7- Safety Board of Building Regulations and Standards License: CS -059359 Construction SuperviSOr TIMOTHY MICHAEL BARROW P.O. BOX # 12 SOUTH GRAFTON MA 61060 1 P-1 Expiration: Commissioner 01/2412018 Office of Consumer Affairs & Business Regulation - HOME IMPROVEMENT CONTRACTOR s� Registration;' , 143758 Type; _ Expiration 7129t2�18 DBA BARLOW BUILDING i* TIM BARLOW 13 DEPOT ST $-.GRAFTON, MA 01560; Undersecretary