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HomeMy WebLinkAboutBuilding Permit # 8/24/2016 1 BUILDING PERMIT F poRT� � O SYkao r6 "�. TOWN OF NORTH ANDOVER a APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received � � �R�TEo�1. �2 Ss�vcus�� Date Issued: L%AP RTANT: Applicant must complete all items on.this page LOCATION print PROPERTY OWNER Print 900 Year Structure yes MAP PARCEL: ZONING D[STRICT:�_Historic District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ❑ One family ❑Addition Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement- ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑hSe tick� r Ullell� ` � � �❑ Floodplain � ❑Wetlands � ��� �❑�1Natershed l:?istric ✓,r z ur ai ..=s�;,.'G' �, r f a .r /.r`ec r�-:K`sm r r,,,, ,:r'", ,,y`.,,.�, r tl �"'<^` ,.-xrc'' . ©ESCR PT[ N O W RK TO BE PERFORMED: Identif tion- Pease Type or Print Clearly OWNER: Name: �C' Phone: Address: 51 M4 C. ° r -7-ek (-, ()f Q 1 ;-Tto Contractor.Name-, q-)(- Phone: SC Email: b7 ,, ul OCE ;CQ Address: -5 GiUk, o Supervisor's Construction License: Exp. Date: Home Improvement License: � Exp. Date: ARCHITECT/ENGINEER VJ r Phone: 91-106 Address: q m-r TRain Mc, Reg. No. �i L — FEE SCHEDULE:BULDING PERMIT:$92.00 PER$1000.00 OF THE TOTAL ESTIMATED COSTBASED ON$925.00 PER S.F. I Oi Total Project Cost: $ 1 � FEE: $_ 4 Check No.: 1 Receipt No.: NOTE: Persons contractin with unre istered contractors do not have acres to the g aranty fund k tkOR�TF� '4 Town of2 .•.`', 6n over ® 0 No. - h ver, Mass 7 o K. 7 COCM[Ml wxw 7' ry�s R4TED BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR has permission to erect.......................... buildings on ..c �,.,,,,,, � Foundation ................. ...... .. ....� Rough to be occupied as ...3....�?I�.....�rao.... .. ..... `�� Chimney provided that the person accepting this permit shall in every res ct conform to the term of the ap ' ation 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 PERMITEXPIRES I 6 THS ELECTRICAL INSPECTOR-.- co LESS CONS TIO Rough Service .. ........... ..... .............. Final BUILDING IN ECTO GAS INSPECTOR Occupancy Permit Required t®_ ccul?y Buildin 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. a Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL a. Public Sewer Tannin�assage/Body Art ❑ Swimming Pools ❑ Well Tobacco Sales ❑ Food 7g Pools ❑ Private(septic tack,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR. OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING DEVELOPMENT Reviewed On b z`'Il G Signature COMMENTS �C�'1/r/// ! CONSERVATION Reviewed on rm Si nature F f: COMMENTS HEALTH Reviewed oriSi nature COMMENTS Zoning Board of Appeals:Variance, Petition No: zoning Decision/receipt submitted yes Manning Board Decision: Comments Conservation Decision: Comments Water& Sewer Con nection/si nature&Date Drivewa Permit C DPW Town Engineer: Signature. Located 384 Osgood Street FIRE DEPAR{TIVI MT Temp}D i ,; s umpster on std.: ,yes nog ' Located at 124EMarn street .Y FireiDepartment signatureldafi x COMMENTS 1F rhe Commonwealth of Hassochusetts Department of industrialAecidents u .l Congress Street,Suite.IOD Boston,.MA o2114-2017 www.nzass:gov/d'ia ' �o3:kers'Compensatzo�zlnsuraneeAfiidavit:Buz].dens/ContiracfoxslEiect?'icians/Plumbe�•,s. TO BE SLED Wi:Tf(T PERMxT TING AY]TgO TY. Pease Print A licant Inforroaation 1C Name(Business/OrganizadonUdzvidual): TS i ilk � Address: ICT. City/State/Zip: Are you an emproyet?Checktiie app roprla#e box: Type ofi project(.Tgq fired): em to ees full and/or part fiine). 7. -NeW co7istrcct o11 1.❑I am.a amplcyerwith • :.. - p Y 2.EjI am a sole proprietor,or partnership and have no employees working for mein 6 ❑T) lit itig any capacity.[No workers'comp.insum",e required.] 9, Demolition 3_Q I am ahomeawner doing all workmysel£LNo workers'comp..iirsurance zequircd.]t 10 []Building addition hameownar and will be hiring contractors to conduct all work on my property. 'Will 17..❑Electrical repairs or additions ensuzethat all contractors either have workers'compensation insurance or aro sole I. proprietors wl conthrio ampoyees. 12:Q Plumbing repairs or additions 5. I auk a general contractor and�have hired the sub-contractors listed on the attached sheet. 13.-[]Roof repairs Tfiese sub-contractors bade einployecs andhaveworkers'comp.insurance 14.❑Other 6•❑We areacozporation?ndifsoffigershaveexercisedtheizrightoiexamptionpezlvlC�r °• _ 152,§I(4),andwehaveno employees.[l�Towozkers'comp.insnraucarequired.] • `Anyapplicanttbatchacicsbox#1 mustalsofilleutthasectonbelowshnwingtheirworkers'compensationpolicyzbmita ew rs must sb t Homeowners A10 stili this affidavit dicl an g they a sheet showing th doing all—rk then of he sub-contracfo�s and state wbetlrereo�thosee�fiefs leave� contractors jbat check p p number, employees. If the sub-eoniiactars)iave employees,iliey must providetheir workers'com .policy rain an employer tTiat fs ri oviding�vorki rs'compensation insurance for my employees' geloiv is thepolicy and job site information. Insurance Company Name: Expiration Date: Policy#or Sal£ins.Lio.#: City/State&ip: Job Site Address: (s Attach a copy of the workers'compepsation policy declaration pag (showing the policy number and expiration date). I ble by a f1me up to$1,500-00 Failure to secure coverage as required under MGL o. 152, OPiWOR�ORDER and a fine Of UP to$250.00 a and/or one-year imprisonment,as well as civil penalties in the£aim of Of statement may be forwarded to the Office of�yestigations of the DSA fox insurance day against the violator.A.aapy coverage verifloatiOn, r do hereby ce ify urrd t e pains and penalties ofperjury that the information provided above is true and correct Date: Si star in this area,to be completed by city ar fawn official Official use only. Do not lUr fife . • Permit/Liceuse# City or Town: Issuing A.uthorty(circle one): i P ecto7r X.Board of Health. 2.Building Department 3.City/Town Clerk 4.Electrical Ins ector 5.12lumbinglnsp 6.Other ].'hone# Contact Person: DATE{MMfDLYYYYY) AC CERTIFICATE OF LIABILITY IN O RIGHTS UPON THE CERTIFICATE HOLDER. THIS 6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS N HE POLICIES CERTIFICATE DOES NOT AFFIRMATIVELY DOES TNOT CONSTITUTEIVELYXA CONTTEND ORACT BETWEEIN HR ALTER THE E COVERAGE NG NSURER(S)TAUTHORIZED BELOW. THIS CERTIFICATE OF INSURANCE REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holden ISCertam poll o s may requre an endorsement. A staURED,the 131 :1 temerrt on this certificate does not c°nferDrights t the the terms and conditions of the poi y: certificate holder in lieu of such erxlorsement(s. CONTACT NAME: FAX 0. (508) 987-7152 PRODUCER x Inc, HONE 508 987-'7122 Coonan Insurance AgenC Ci_ @coon aninaurance.com 267 blain Street A��Ess: NAIClt Oxford, MA 01540 INSURER(Si AFFORDING CCVERAGE INSURERA:Travelers INSURER 8: INSURED INSURER C T3K, Inc. € PO Box 1.2 hISt1 RERD: South Grafton, MA 01560 INSURER E: INSURER F: REVISION NUMBER: COVERAGES CERTIFICATE N UMBER: ENT TERM OR CONDITION OF ANY CONTRACT OR OTHEOHEREIN 5 SIUBJECT TO ALL THE TERMS, THIS IS 70 CERTIFY THAT THE POLICIES O;IRN M RANGE LISTED BELOW HAVE BEEN ISSUED TO THEURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOU CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED POLICY EFF POLICY EI(P LIMITS EXCLUSIONS AND CONDITIONS OF SUCH PA�HL sum LIMITS SHOWN MAY HAVE BEEN RED D BY P MSD CLAIMS. ILTR PO31CY NUMBER TYPEOFIN5URPNCE 11/3/15 11/3/16 EACH OCCURRENCE $ 1 000 000 A GENERALLIABWTY 680-335M1703-15 DAM4GETORENTED $ 300 000 X COMMERCIAL GENERAL LIAO ILI TY MEDEXP(Any onePerscn) $ 5 000 CLAMS-MADE Lil OCCUR PERSONAL&ADVINJURY $ 1 00 . 000 GENERAL AGGREGATE $ 2. 000 000 - _ PRODUCTS-OOMPIOPAGG $ 2 000 000 GEN'L AGGREGATE IT APPLIES PER $ PRO_ LCC 0 INED SINGLE IMIT $ X POLICY aaccide n< AUTOMOBILE LIABILITY BODILYiNJURY(Per person) $ BODILY INJURY(Per w6dent) $ ANY AUTO ALLOWED SCHEDULED PROPERTY DAMAGE $ AUTOS AUTOS eracddent NON-OWNED $ HIREDAUTOS _AUTOS EACH OCCURRENCE $ UWRELLA LIAR OCCUR AGGREGATE $ EXCESS LIAB CLAIMS-MADE /26/16 1/26/17 X WCSTATU- OTH DED RETENTION$ 100 000 A W,ORKERSCOMPENSATION IE-UB-9914N01-3-16 E,L.EACH ACGDENT $ AND EMPLOYERS'LIABILITY YIN 100 000 ANY PROPRIETORIPARTNERIEXECUTNE N'I N f A E.L.DISEASE-EA EMPLOYEE $ RIM OFFICEEMBER EXCLI,DED? � $ 500 000 (Mandatory In NH) E.L.DISEASE-POLICY LIMIT III es deecribeunder DESL�RIPTION OF OPERATIONSbelow f VEHICLES (Attach ACORO 101,Additional Rera"Schedule,if more space is q re 1)ESCRkPTION OFOPE[;p,TIONS l LOCATIONS uEredl CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCWBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Y PROVISIONS.TWILL BE OEIJVERED 1N ACCORDANCE WITH THE POLIC Town of North Andover 120 Main Street AUTHORIZED REPRESENTATIVE Borth Andover, MA 01845 Cind Davis ©198B-2p'i6 ACORD CORPORATION. AH rights`reservet ACORD 25(2010105) The AC ORD name and logo E Ma�retdbutidg@ao AeomO Phone: Fax: REScheck Software Versiolli 4.6.2 Compliance Certificate rNimmmum Project 160714 Trust_Merri rn a ckCo nd os_B Id gj_U nits B-B-B-B_NAn dover Energy Code: 2012 IIECC 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 J, Unit J4 North Andover, MA Compliance: .MPli C 0.01 Better 1Code �7U Y"' A 7 Th Than CodI d, I how �c the bw,,d wd"� horn e. trade-off'rules. it DOES NOT'Pm estimate r'Y.s'.'c.'tg'ivt. m, .de E n Ve I Floor 1st Floor:All-Wood joist/Truss:Over Unconditioned Space 416 30.0 0.0 0.033 14 Wall Ist Separation:Wood Frame,16"o.c, 96 15.0 0.0 0.077 7 Wall 1st Ext 2x6:Wood Frame, 16" o.c, 812 21.0 0.0 0057 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 joist/Tru ss: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" o.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 21.0 010 0,057 36 Window DH:Vinyl Frame:Double Pane with Low-E 86 0.290 25 Project Title: 160714 Trust M err!ma ckCondos_Bld gj_UnitsB-B-B-8—NAn clover Report date: 08/10/16 Data filename: — — Page 1 of 9 \\suttonnas.corp.koopmanlumber.com\Sale$\Ebbeling_Ed\160714—Trust—MerrimackCondos_Bldgj—UnitsB- B-B-B—NAndover\REScheck\160714—Trust—MerrimackCondos_Bldgj—UnitsB-B-B-B_NAndoverj4.rck Window Awn:Vinyl Frame:Dauble Pane with Law-E 7 0,270 2 0.260 5 DoorFrench-,Glass 18 Wall 3rd Separation: Wood Frame, 16"ox, 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 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -Name-—Title -- Signature Date Project Notes: Building J, Unit J4 Project Title: 160714—Trust—MerrimackCondos_Bldgj_UnitsB-B-B-B—NAndover Report date: 08/10/16 Data filename: Page 2 of 9 \\SLittonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714—Trust—MerrimackCondos_Bldgj—UnitsB- B-B-B—NAndoverkREScheck\160714—Trust—MerrimackCondos_BIdgj—UnitsB-B-B-6—NAndoverj4.t,ck REScheck Software Version 4.6.2 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. Sectian plans Veri�`iod- Field Verified coinplies? comments/AssumptiOr's # Pre-Inspection/Pla" &Req.ID 0 complies-- 103.1, Construction drawings and DDoes Not 103.2 documentation demonstrate [PRIJI energy code compliance for the [71Not Observable building envelope. BNot Applicable 10- Elcorn-plies- 31, Construction drawings and FJDoes Not 103.2, documentation demonstrate 4033 energy code compliance for nNot Observable [PR311 lighting and mechanical systems. EINot Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. equipment is Heating: Heating: tJComplies 3021, Heating and cooling 4016 sized per ACCA Manual S based boes Btu/hr Btu/hr L Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: EINot Observable Manual J or other methods Btulhr— Btu/hr EINot Applicable approved by the code official. Additional Comments/Assumptions: 1High Impact I(ITl,erII) 2'I'Medium I--I.mp,act(Tier 2 3 Low Impact(Tier 3. [ J ­ Project Title: 160714-Trust-MerrimackCondos_Bldg)-UnitsB-B-B-13 NAnclover Report date: 08/10/16 Page 3 of 9 Data filename: \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714-Trust-Mert'imackCondos_Bldgj-UnitsB- B-B-B NAndover\REScheck\160714-Trust-Merrimacl(Condos-Bidgj_UnitsB-B-B-B-NAndoverj4.rck Section , Corn ments/Assumptions Foundation InspectioNI Complies. r F#ec .lp 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 QNot Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system controls DcomODoesplies Not [FO12]2 installed. � [INot.Observable ONot Applicable Additional Coin ments/Assumptions: _. p _ - R e o 1�High Impact(Tier 1)^ I..2 �Medium Impact(Tier 2) �.3Low Impact(Tier 3) _ rt date: 08/10/16 Project Title: 160714Trust_MerrlmackCondos_Bldgj_UmtsB-B-B-B_NAnclover p Page 4 of 9 Data filename: \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714_Trust MerrimackCondos_Bldgj_UnitsB- B-B-B NAndover\REScheck\160714Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover_j4.rck ....._..,. .. .,,..... ... ....... __........,„,., ._................... . PIa1MYS Verified .FIeIC�..�f�'.tC Verified .. ... ........, .. ..,._, .... ... section Framing/Rough-1 inspection I Complies? 1 Ct�mrnents/As sump tIons Reeq ID� lJalt�e Valwc* 402,1.1, Door U-factor. U-� U-� ❑Complies See the Envelope Assemblies 4023.4 ❑Does Not table for values, [FR111 ❑Not Observable ❑Nat Applicable 402.1.11 1, Glazing U-factor(area-weighted U-_ U-_ ❑Complles See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.16, ❑Not Applicable 402.5 [FR211 303,1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or []Not Observable taken from the default table. ❑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 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 and labeled to indicate X2.0 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 ❑Not Applicable insulated to>_R-6. 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,and filter boxes are ❑Does Not f, sealed. ❑Nat Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]' ducts or plenums. ❑Does Not ,j ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_______ R- __ ❑Complies [FR17]2 above 105 QF or chilled fluids ❑does Not below 55 PF are insulated to�R- ❑Not Observable 3' ❑Not Applicable 403.31 Protection of insulation on HVAC ❑Complies [FR2411 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 1(High Impact(Tier 1) 2 Medium Impact(Tier 21 3 Low Impact(Tier 3) Project Title: 160714Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 5 of 9 \\suttonnas.corp.koopmanlumber.cam\Sales\Ebbell ng_Ed\160714 Trust_MerrimackCondos Bldgj_UnitsB- B-B-B NAndover\REScheck\160714_Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndoverj4.rck �,ectiar� plans Verified t�ield Verified g Rough-in Inspect irrn Compile ? f armmenfs/Arssurnptions &Re 11D Value Vralue 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Nat Applicable Additional Comments/Assumptions: 1I High Impact(Tier 1)_ 2 Medium Impact(Tier 2) ._ 3 Low Impact(Tier 3) Project.Title: 160714 Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page Page 6 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714_Trust MerrimackCondos BldgJ_UnitsB- B-B-B_NAndover\REScheck\160714_Trust_M errimackCon dos_B Idg)_U nits B-B-B-B_NAnd overJ4 .rck ._. ........._._ ....... __....._ ............_ . .. _..pi«ans verified. i-ieict.-verifie., Sectrorw # Insulation Inspection Complies Value Value Comments/Assumptions & Rerl.ICA.. 303.1 All installed insulation is labeled ❑Complies [IN1312 or the installed R.values ❑Does Not provided. [jNat Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R_ R _ Ekomplies See the Envelope Assemblies 402.2,6 F] Wood ❑ Wood ElDoes Not table for values. [IN111 E] Steel ❑ Steel ❑Nat Observable ❑Not Applicable 303.2, Floor insulation installed per OComplies 402.2.7 manufacturer's instructions,and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor. ❑Not Applicable 402.1..1, Wall insulation R-vaIue. If this is a R- R C7Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the F] Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN311 exterior,the exterior insulation ❑ Steel ❑ Steel [ ]Not Applicable requirement applies(FR10). 303.2 Wall insulation is installed per ❑Complies [IN411 manufacturer's instructions. UDoes Not a, ❑Not Observable ❑Nat Applicable Additional Comments/Assumptions: I I I I 1 High Impact(Tier 1) 12,. Medium impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_Bidgj_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 7 of 9 \\suttonnas.corp.i<oopmanlumber.com\Sales\Ebbeling_Ed\160714 Trust MerrimackCondos Bldgj_UnitsB- B-B-B NAndover\REScheck\160714 Trust_MerrimackCondos_Bldgj_UnitsB-B-B-B_NAndoverj4.rck _._ ... .. ........_ ....... . .....m _ .._s�la�ns�/ewifiecf....� pielrl 1/cwifie.. . .. ._ ...,.. .. ._._.... .._ _ .w.........._, Section F..i.nal Inspection I�rovisicarls Complies," Comments/Assumptions Cte IIS ValrufE' a14Ie 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, ❑ Steel ❑ Steel ❑Not Observable Fll)l 6 ❑ [ Not Applicable FI1] l,, 303.1.1.1, Ceiling insulation installed per ❑Compties 303.2 manufacturer's instructions. ❑Does Not [F]2]1 Blown insulation marked every �^r 300 ft2, ❑Not 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. ❑Not Observable ❑Nat Applicable 402.2.4 Attic access hatch and door R- R Ekomplies [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 (FI-17]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 L]Does Not <=3 cfm/100 ft2 without air ❑Nat Observable handler @ 25 Pa. For rough-in 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 air flaw. ❑Not Observable 403.1.1 Pro _ ❑Not Applicable j Programmable thermostats []Complies [FI9]2 installed on forced air furnaces. ❑Does Not �a ❑Not Observable ❑Nat Applicable 403.1,2 Heat pump thermostat installed ❑Complies [FI 10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.1. Circulating service hot water ❑Complies 2`' systems have automatic or ❑Does Not V accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system-- [F125)2 ystem[F125]2 fans not part of tested and listed L]Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 75%of lamps in permanent El Complies [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Mot Applicable i l f1 Nigh Impact(Tier 1) 2 YMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 160714_Trust_MerrimackCondos_Bldgj_Units B-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 8 of 9 \\suttonnas.carp.koopmanlumber.com\Sales\Ebbeling_Ed\16071.4 Trust MerrimackCondos BIdgJ_UnitsB- B-B-B_NAndover\REScheck\160714_Trust MerrimackCondos_Bldgj_UnitsB-B-B-B NAndover_J4.rck P E erection O�Ian"verified Heid Verified r 1=inai inspection Provisions Complies? �rrr�rrrer�ts/Ass��rrrptiorrs 6r Rer�.lr3 _ Valtre Value 404.1.1 Fuel gas lighting systems have Ekomplies [F12313 no continuous pilot light. E]Does Not ONot observable ❑Not Applicable 401.3 Compliance certificate posted. ElComplies [FI712 ODoes Not ❑Not observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI1813 mechanical and water heating ❑Does Not systems have been provided. QNot observable ❑Not Applicable Additional Comments/Assumptions: I I I 1 �High Impact(Tier 1) 2 um pac �MediImp (Tier 2) 3„�Low Impact(Tier 3) .h . . _ _ Project Title: 160714Trust_MerrimackCondos_BIdgJ_UnitsB-B-B-B_NAndover Report date: 08/10/16 Data filename: Page 9 of 9 \\suttonnas.corp.koopmanlumber.com\Sales\Ebbeling_Ed\160714_Trust_MerrimackCondos_BldgJ_UnitsB- B-B-B NAndover\REScheck\160714 Trust_MerrimackCondos_BldgJ_UnitsB-B-B-B_NAndoverj4.rck 0' 2012 UECC Ei�iiergy "S Ef"ficlency Cerbilf"ica'Ite IS PM. 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 MEMEEMMENNEEMMM Heating System: Cooling System: Water Heater: Name: Date: Comments BLDG"E" / BLDG"F" I� BLDG"D" f �6�; BLDG"H„ BLDG"G" Z 11 u h � �Q ., ,.� . ' ��, � �.., �� 0 rno BLDG u"I"JE V /l o. o. o r c ry p l(`)N .. %� BLDG"J" O .0, CERTIFIED PLOT PLAN NO OTHER USE INTENDED ry BOUNDARY LINES AND EASEMENTS SHOWN ARE BASED ON THE APPROVED, — RECORDED PLANS FOR THIS PROJECT, THE FOUNDATION AS SHOWN DOES NOT VIOLATE ANY ZONING REQUIREMENTS REGARDING STRUCTURE TO PROPERTY LINE OWNER/APPLICANT' OFFSETS, ONE HUNDRED FOURTEEN TRUST THIS PLAN IS NOT TO BE USED TO ERECT FENCES, OTHER ANCILLARY 51 MOUNT JOY DRIVE STRUCTURES, OR FOR LANDSCAPING LIMITS. TEWKSBURY, MA 01876 THIS CERTIFICATION IS NON–TRANSFERRABLE, AND IS FURTHER MADE WITH THE ASS�SS.PA/iP �'#; PROVISION THAT THE INFORMATION SHOWN HAS BEEN ACCURATELY FURNISHED BY I00D-63 THE OWNER TO THIS FIRM, qq { pp yy / y f y p q r C V �. . �... V�"'!-D 1 PATRICK C. GARNER, PLS _ .� 1\1 A(.",, �.M�,., �"�•��.�� .��'I I.�`"� L l,)�`f�.� ROUTE 114, NORTH ANDOVER, BASS, '�A OF M„s"�y � PROJECT NLII NAND13 SCALE+ 1"=40' pa CCK' DRAWN BY; PCG — — _ DATE, 10/24/15 ,a o GARNER — SHTI 1 No 32661 CHECKED BYI SC 71ST'cR� " REVISEDi OF, 1 I.LN aA a 4� C J/n.�nira»rnrlrrufr�l�of'C%��«a.t�rr�u3nlld .' :aX- Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration 143758 Type: Ex iratron 712.912018 DSA j a BARLOW BUILDIN4 TIM BARLOW 13 DEPOT ST S.GRAFTON,MA 0 1560, Undersecretary Massachusetts Department of Public Safety Board of Building Regulations and Standards License; CS-059359 Construction Supervisor TIMOTHY MICHAEL BAR .OW =5 P.O.BOX#12 SOUTH GRAFTON MA 01560 .� CA— Expiration: Commissioner01!24!2018 p pB P P d y� P M P Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Con dominiums J-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 PSLILVL 11.876 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 =L1 240 For Total Load Required L1240 Deflection2= 0.139 IN =L! 421 For Live Load Required L1360 Fcp'= 652 PSI OK 1.60 in Bearing Length Fv`= 123 PSI OK USE BETTER HEADER#65 (FLITCH SEAM) 2-LVLs 11718"WITH 1/2"STEEL PLATE tN pF BOLTED WITH 5/8"DIA@12"O.C.IN TWO ROWS. KANA� YO B i,ALA '^ No.337140 �fCISTE� '�fasro at Kanayo Lala, P.E. .............0310312014 PROJECT: Merrimack Condominiums J-TYPE BB-Compass Point, N Andover,!VIA 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 11.876 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 =L/ 308 For Total Load Required L/240 Deflection2= 0.000 IN =LI 540 For Live Load Required L/360 Fcp'= 592 PSI OK 1.50 In Bearing Length E Fv'= 112 PSI OK KANttYO }.ALA � No.33710-C "fss10 4L °w i Kanayo Lala,RE.. .............0310312014 PROJECT: Merrimack Condominiums J-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERSIJOISTS/RAFTERS Third Floor Beam T3 Supporting Floor &Point Load From T1&T2 — — —�— —PSF 360.00 PLF Ce= 1 CF=1.00 LOADS; DEAD LOAD 20.00 PSF 0.00 PLF Cq= 1 Cs= SNOW LOAD 540.00 PLF qs= 29.10 Cd= 1 LIVE LOAD 30.00 PSF 900 PLF 1= Cm-1. TOTAL LOAD 9.10 PSF WIND SPEED 100 MPH 23.25 FT POINT LOAD 16477 LBS 7650 LB=TOTAL REACTION Ra= 13327 LBS E= 2000000 PSI TRIBUTARY WIDTH 18.00 LF Fb= 2900 PSI JOIST/GIRDER SPAN 17 LF 285 PSI WIDTH- IN 14.00 PSULVL 11.875 IN = d Fv- Fc= 2700 PSI ROOF PITCH- N.12= Fcp= 750 PSI MOMENT= 32513 LB-FT MOMENT2= 43313 LB-FT 329.04 =S provided OK S= 313.76 IN^3 1953.65 =1 Deflection= 0.433 IN =LI 252 Far Total Load Required L1 Deflection2= 0.378 IN =LI 419 For Live Load Required LI360 0 499 PSI OK 3.00 In Bearing Length Fcp'= Fv'= 189 PSI OK USE BETTER HEADER#84 (FLITCH BEAM) 3 LVLs 11 718"WITH 2-318"STEEL PLATE BOLTED WITH 518"DIA @ 12"O.C.IN TWO ROWS. USE 2-LVLs 117/8"FOR BEAM T4. �' KANAYO LAL No.33710 G fSa"10 AL 116 Kanayo Lala, P.E. .............03/0312014 PROJECT: Merrimack Condomintums J-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERSIJOISTS/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 lµ 1 CM--1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 3.25 FT Re= 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 W1 2X30 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 A3 210.00 =I Deflection= 0.278 IN =L! 392 For Total Load Required L1240 Deflection2= 0.242 IN =L! 654 For Live Load Required L1360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W 127030,DEPTH=12.34"AND FLANGE WIDTH-6.511. ;N OF USE 2-LVLs 11 7/8"FOR BEAM T4, KANAYC LA LALA No.337]p-C �� t0 At. ' Kanayo Lala, P.E. .............0310312014 PROJECT: Merrimack Condominiums J-TYPE BB-Compass point, N Andover,MA DESIGN FOR-GiRDERSMOISTS/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= fi 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 Fh= 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 L1240 Deflection2= 0.000 IN =LI 790 For Live Load Required 1_1360 Fcp= 669 PSI OK 1.50 In Bearing Length E Fv'= 127 PSI OK ALSO USE 3-LVLs 11 7/8��FOR BEA � — M T6. 4F KANAYC H. �. /ALA N No.33710 C j S5l0 AC Kanayo Lala,P.E. .............03103/2014 PROJECT: Merrimack Condominiums J-TYPE 1313-Compass Point,N Andover,MA DESIGN FOR-GIRDERSIJOISTS/RAFTERS 2nd Floor Beam S1 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 40,00 PSF 400.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 640 PLF 1= 1 Crt1='1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4160 Lia=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.876 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 = Deflection= 0.421 IN =U 371 For Tofai Load Required L1240 Deflection2= 0,000 IN =LI 593 For Live Load Required 1-1360 Fcp'= 396 PSI OK 3.00 In Bearing Length gg Fv`= 150 PSI OK tH OF KOWAYO � L No.33710-C �� IST T 40�� Kanayo Lala, P.E. .............03103/2014 PROJECT: Merrimack Condominiums J-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 TOTALLOAD 73 PLF 1= 1 Crn=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 JOISTIGIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL. 11.875 1N = 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 =Ll 318 For Total Load Required L1240 Defilection2= 0.493 IN =LI 437 For Live Load Required L1360 OK 3.00 In Bearing Length Fcp'= 398 PSI Fv'= 151 PSI OK KANAYfl LA LALA '^ No.3371OZ AL Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condoininimums J-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= 29.90 Cd= 1.15 TOTAL LOAD 1777 PLF IW 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- N12= Fc= 2700 PSI Fop= 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 1_1240 Detlection2= 0.160 IN =L! 403 For Live Load Required L/360 Fcp'= 677 PSI OK 5.00 In Bearing Length FV 245 PSI OK USE 2-LVLs 117/8"FOR BEAM S4. Of XANAYi7 LALA '^ No.337'140 �CISf KANAYO LALA, P.E........-03/03/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 38,40,42&44 COMPASS POINT,NORTH ANDOVER, MA BUILDING"J"UNIT J1,J2,J3&J4 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 Ibs 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 2306.2.1111 '/2"OSB 1 CDX PLY WITH 8D NAILS AT 6"ON EDGES AND 6"ON FIELD-270PLF< 224 PLF REQUIRED FOR THREE STORY HEIGHT-OK SHEAR WALL REQUIREMENT BY TABLE R602.10.1.2(l) Yz'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. t)F 'F KAMAYO ¢� LALA ^ No.337140 p �'�f'�s�pl A1,4.✓t i i E 'i