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Building Permit #295-13 - 84 COMPASS POINT ROAD 9/30/2013
TOWN OF NORTH ANDOVER r APPLICATION FOR PLAN EXAMINATION Permit NO: y `v) Date Received Date Issued: IMPORTANT:A plicant must complete all items on this Da2e LOCATION Print PROPERTY OWNER I L� fl�-4' Q Print 100 Year Old Structure yes MAP NO: PARCEL: ZONING DISTRICT: �>q Historic District yes Machine Shop Village yeso, TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition Two or more family 11 Industrial ❑Alteration No. of units: Ll ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well 11 Floodplain r Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: ( I cc) Identification Ple se Type or Print Clearly) �Lt OWNER: Name: Phone: �i T Address: 51 M� , �V 2,ti�'L-����, 60 R I CONTRACTOR Name: ' '� Phone: Address: f Supervisor's Construction License: � Exp. Date: Home Improvement License: 1 Exp. Date: Z ARCHITECT/ENGINEER �� �y C �—✓� Phone: c1 � Address: �1 J 2,✓ �"r ') Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 2-S Z7 FEE: $ 12 11 Check No.: ����7`� Receipt No.: 1 _ NOTE: Persons contracting with unregistered contractors do not have access to the gu ranty fund Signature.of Agent/Owner Signature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ r Location No. � - ! Date �7 . - TOWN OF NORTH ANDOVER _ • Certificate of Occupancy $ Building/Frame Permit Fee $ � � � Foundation Permit Fee $ Other Permit Fee $ TOTAL $ -CA P Check# Building Inspector q A , Location No. ,61�� Date . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee TOTAL $ Check# 1 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE_OF°.SEWERAGE-DiSPOSAL Public Sewer ❑ Tanning/MassageBodyArt ❑. . 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 DATE REJECTED: DATE.APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS .CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS ;f Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Tows,! Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located-at 124 Mair Street -Fire Departmeid signature/date COMMENTS -Dimension 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 NOTES and DATA— (For department use ® Notified for pickup - Date E Doc.Building Permit Revised 2010 Building Department The following is--a-list of the required forms to be filled out for the appropriate.permit to be obtained. Roofivg, 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/Crossection/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) o Copy of Contract o Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all casi s if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apw-al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Bui Ming Permit Revised 2012 TOWN OF NORTH ANDOVER SCHEDULE OF DEPARTMENTAL PAYMENTS NUMBER DEPARTMENT: BUILDING DATE: v GENERAL LEDGER A/C# 1001001.1.1.2.0241.0000.0 FROM WHOM SOURCE AMOUNT TOTAL 1001001.1.1.2.0241.0000.0.433300.BLDG 1001001.1.1.2.0241.0000.0.43300.ELEC 1001001.1.1.2.0241.0000.0.433400. PLB 1001001.1.1.2.0241.0000.0.433800.GAS ©bU00. L)OoO. o , +3S l 1900 c) 10a)D q 613 COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER NUMBER DATE: `T To the Accounting Officer: The above is a d tailed list of moneys collectecKy me, a unting in the aggrekt { To sum of v� -P�-py / Dollars, For the Perio ing b 2-1 i which I have paid to the Town Treasurer,whose recei I hold there r. TITLEf White: Departmental Copy Pink: Accounting Yellow: Treasurer 01 NO°TM • ,r"r a r �SS"CHOSEt CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 295-14 on 9/30/2013 Date: August 20, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 84 Compass Point MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: 114 Trust,LLC 51 Mount Joy Drive Tewksbury,MA 01786 Bui,ding Inspector Fee: PrePaid $100.00 Receipt: 26929 Check : 7761 NORTH own of 1Andover C'06 - to No. o h , ver,.MaSS, . �. 2_ 0 3 coc«�c«lwIc« �1 S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT 114.... ............ BUILDING INSPECTOR ........... . ... .............. ... ....... ................................ . Foundation has permission to erect buildings on ...0 .. �X ................ ..... PSA'' `j'.................... Rough �`�\ " ' / tobe occupied as .....a......... 10.". ...................................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final OF 18 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 IINSPECTog� VIOLATION of the Zoningor Building Regulations Voids this Permit. Rough � i Jar' / 9 g Finals PERMIT EXPIRES IN 6 MONT S ELECTRICAL INSPECTOR UNLESS CONSTRUC TS Rou _z'�' _f -.-� Service ........... ............................................... �,^r BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final 15 No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. 1 —I SEE REVERSE SIDE l CONTROL CONSTRUCTION FINAL REPORT 107.6.2 ON THIS 16th DAY OF July 2014 BEFORE ME, A NOTARY PUBLIC DULY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS,PERSONALLY APPEARED Kanavo Lala . WHO BE ING DULY S WORN,DEPOS ES AND SAYS THAT HE HAS S UPER VISED THE CONSTRUCTION OF C1, C2, C3 & C4- 80, 82, 84 & 86 Compass Point North Andover,MA (Street Address) (City/Town) UNDER PERMIT e93,294. 295 &296-14 AND THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TO WN OF NORTH ANDOVER AND THE C OMMONWEALTH. FURTHER,THAT ALL RE QUIRED APPROVALS AND MATERIAL AFFIDAVITS HAVE BEEN SUBMITTED, AND THAT THERE ARE NO VIOLATIONS OF LAW. 1,AS THE AFFIDAVIT ENGINEER AND/OR ARCHITECTHEREBY CERTIFY THAT I1 AVE ON THIS DATE July 16, 2013 IPTSPECTED THE PROPERTY LOCATED AT C 1,C2, C3 &C4- 80, 82, 84 & 86 (Street Address)Comapss AND FIND THAT THE LOCUS COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL RULES AN OF REGULATIONS OF THE CODES OF THE COM MON WEALT H. KANAYO y, THEREFORE,I REQLJESTA CERTIFICATE OF OCCUPANCY FOR THE ABOVE ADDRESS. ]` H. M' LATA vs N, 11.0•C ORIGINAL SIGNATURE& SEAL DAA JNAL (. SUBSCRIBED AND SWORN TO BEFORE ME THIS 16th DAY OF JU1Y 2014 NOTA PUB LIC(JANE P.SHERIDAN) MY COMMISSION EXPIRES: Q JANE P. SHERIDAN Notary Public Commonwealth of Massachusetts My Commission Expires October 2, 2020 NOerh O .4Y co 6i~O F r r _ APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION ` "T`° cHus BUII,DING PERNIIT # orA S- Sg ADDRESS/LOCATION OF PROPERTY_uQ,-k_ a:`2j sq On`o+ Map _ParcelD (03 Lot Number (-4 SUBDIVISION: Qcz, mC1r 1C, oa a 0 s DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY:___ _11 -,5 L4 FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to:. Address:_ �� 4`�1L Na rcMno M(.,• ROUTING TOWN ENGINEER, SITE PLAN-DRIVE-WAY REVIEW ❑ CONSERVATION P PLANNING DPW-WATER METER I_Id' CO�3/y SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW (� r SIGNA File:Application for OC form revised Jan 2007/2011 t 50 Washington Street Suite 3000 Westborough,MA 01581 t 508.836.9500 Conser atlon f 508.870.5975 Services Group www.csgrp.com IECC 2009 Duct Tightness Verification Pass / Fail Date: June 29th, 2014 Permit No.: Street Address: 84 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,380 square feet HERS Rater: Nicholas Abreu Certification Number: 8368122 Signature: Builder: TB Building Builder Contact: Tim Barlow HVAC Contractor JU Heating and Cooling Postconstruction test ® Total Leakage— 12 cfm/100 f maximum allowed ❑ Leakage to outdoors—8 cfm/100 ft2 maximum allowed Testing result: 9.29 cfm/100 ft2 Rough-in test Total leakage Air Handler Installed? ❑ Yes— 6 cfm/100 ft2 maximum allowed ❑ No—4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Conservation Services Group © 2012 INC T .MT azzvz C=L ILMM LIC TIMSURT. FA Cza b As3mm KAP a LOT ela I=-c3 I RE eco� Q.JT Ap• b Z4 EXISTIXG FOUNDATION BUILDING'A' b P A t O C°E t 5•JACc IFCQ,�S L CERTIFIED PLOT PLAN 10 arra UM rITUCM �Y Lr= MO EAIMMnMW = E WJTimAPMVM. I! Fl.= FIM UM FtMJ=. THE FC2CATMN AS SHUVN r= ACT VMATL =Y W=3 (MCM=M Mei 87=Y= M PZVMW LUL WrLZI �. THIS PLAN IS OT M EX UM) TCI Et=CT FECM aTHM &*=J M sem. IM FM LA S LDM THIS =TU=TZaW'i IS M-1RAN70M.E. A10 tS MUM MM WITH TK TROT Tit. rOUMTEM CCVI "S r= A=MATELY FIOMM DY To THS F' FEIUNDATI _ - JILT_ IL I T' PATr== c CIG.,."'"?"?„ Fo MERRIMAC CONDOMINIUMS Ar.h.A••. . �r%~. z` r ::�• ROUTE 114, NORTH ANDOVER, MASS. �z Ra'�- PROJECT 01 NAND13 SCALES I'=40' c.o --��� ► DRAWN BY, PCG DATE, 9l5/13 CHECKED HYD SC SHTo I -/A REVIUSED DFS I CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: 13 Bldg.0-793-13 TO: Building Commissioner-Permit Number 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums 80,82,84,86 Compass Point Units Cl,C2,C3&C4 STREET ADDRESS: TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: April 23 through June 25,2014 CONDITIONS: Typical Sunny Summer Day-89F COMIyIENTS: WORK IN PROGRESS:Buiding"C"is 100%complete for occupancy. SITE VISITS: Inspected on June 25 for the fmal finish of building"C". RELATED ISSUES: ACTION REQUIRED: ADDITIONS 10 FILED PLANS: STATUS OF COMPLETION:% 22.01/o of the 15 buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDNG CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo LalaQ DATE: June 25,2014 KANAY0 N. �. LALA No.33710• KANAYO LAZA,P.E. BSCE,MASCE,M.SEFOURFWEST RO AMWS,MACI,M.ICC ACTON,MA 01720 LIC.#33710-C(MA�9227(NH),8461104Vn 32768(VAN 7736(VT) his_////sites.ZOogle.coni siteawaypIItlap:./ June 30, 2014 Building Inspectional and Zoning Department 1600 Osgood Street North Andover,MA 01845 Attn: Mr.Brian Leathe Re: Units Cl, C2, C3 &C4-80, 82, 84,& 86 Compass Point I certify that i have inspected the work associated with final finishes of the Building C and that the work is adequately built as per plans approved for the building permit and changes made in conformance with the provisions of the current Massachusetts State Building Code/ IRC2009 and all other pertinent laws and the ordinances. AYO LALA [*" No.3371.0-CC f 1tL _ Kanayo Lala l:.tn.�'c�laltt(C1;�mt,ul,cc3in PHONE(978)337-LALA ~ KANAYO LAZA, P.E. BSCE,M.ASCE,MSEI,M.NSPE,M.LE.(Ind4 M.AMWS,M-ACI,M.ICC FOUR WEST ROAD ACTON,MA 01720 LIC.#33710-C(MA),9227(N ,84611(NY),32768(VA),7736(VM ht s.//sites.goo�le.comisite.�kana�olala �l June 30, 2014 Building Inspectional and Zoning Department 1600 Osgood Street North Andover, MA 01845 Attn: Mr. Brian Leathe Re: Units C1, C2, C3 & C4 -80, 82, 84,& 86 Compass Point I certify that I have inspected the work associated with the structural framing of the Building C and that the work is adequately built as per plans approved for the building permit and changes made in conformance with the provisions of the current Massachusetts State Building Code/IRC2009 and all other pertinent laws and the ordinances. Also this is to confirm that the roof with one foot soffit overhang does not have net uplift and the rafter toe nailed to wall plate as per the fasteners specified in the code is adequately supported for any uplift that may occur. /;T ►tAPdAYO H. LALA 33710.c �drr�`FFG TE ss N Kanavo Lala PHONE(978)337-r,ALA 04 O F T Y ^0= M l °Lr.•rrr 19 'SSACN15ft CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 295-14 on 9/30/2013 Date: August 20, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 84 Compass Point MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: 114 Trust, LLC 51 Mount Joy Drive Tewksbury,MA 01786 Bui ding Inspector Fee: PrePaid $100.00 Receipt: 26929 Check : 7761 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 283,031 .00 m $ - $ 3,396.37 Plumbing Fee $ 424.55 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 424.55 Total fees collected $ 4,345.47 84 Compass Point 295-13 on 10/1/2013 New Single Family Townhome NORTH Town of �} Andover O 0 No. .T o, o tA�, h , ver,.Mass, �D 2 3 pCOCNIC"twic 7� DRi4TED S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT R4. TAUS& ,, ........ BUILDING INSPECTOR ........... . .. .............. ... ......r............................... . has permission to erect buildings on ..qP( �, Foundation .......................... ................ .... ..... .......... 0d001011111ft Rough to be occupied as .....a.............1Q4 k ........................................................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the 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 PERMIT EXPIRES IN 6 MONT S ELECTRICAL INSPECTOR UNLESS CONSTRUC TS Rough Service ........... ................................................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to 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. SEE REVERSE SIDE CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: Ten TO: Building Commissioner-Permit Number B1dg.B -790-13, 791-13, 792-13,793-13 Bldg.G 793 13 400 Osgood Street,N Andover,MA Bldg.E-381-14 PROJECT NAME OR NUMBER: Merrimack Condominiums 94,88,92,90 Compass Point,Units B1,B2,B3&B4 STREET ADDRESS: 80,82,84,86 Compass Point Units Cl,C2,C3&C4 Compass Point,Units TOWN/CITY: North Andover MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: August 23 through October 23,2013 CONDITIONS: Cool Fall Day- 56F Buiding'B" framing is 95%complete. The roofing and siding are complete. COMMENTS: Installation of finish electric and plumbing is in progress. WORK IN PROGRESS:Building"C", framing is 25%. Building"E"foundation footing base is complete for the pour on 10-24-13. SITE VISITS: Inspected on October 23 for the foundation base of building"E". RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 9.0%of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS OF ARCHITECT OF RECORD: Kanayo Lala YAMY06 DATE: October 23, 2013 H. UVA NM 3mcPc ]< F� u L CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO. Ten TO: Building Commissioner-Permit Number B1dg.B - 790-13, 791-13, 792-13, 793-13 400 Osgood Street,N Andover,MA 793 13 B1dg.E - PROJECT NAME OR NUMBER: Merrimack Condominiums 94,88,92,90 Compass Point,Units B1,B2,B3&B4 STREET ADDRESS: 80,82,84,86 Compass Point Units Cl,C2,C3&C4 Compass Point, Units TOWN/CITY: Ned over MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: August 23 through October 23,2013 CONDITIONS: Cool Fall Day- 56F Buiding "B" framing is 95%complete. The roofing and siding are complete. COMMENTS: Installation of finish electric and plumbing is in progress. WORK IN PROGRESS:Building "C", framing is 25%. Building "E"foundation footing base is complete for the pour on 10-24-13. SITE VISITS: Inspected on October 23 for the foundation base of building "E". RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 9.0% of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS to Of DATE: ARCHITECT OF RECORD: Kanayo Lala f DATE: October 23, 2013 YO H. LAU Na 337160 'yF�FGISTEa ,c'�` Al Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supers isur License: CS-059359 TIMOTHY M BXRLOW PO BOX 12 s S GRAFTON MA 01560 Expiration commissioner 01/24=14 7,ce .;1 � Office of Consumer Affairs&B smess Regulation 3 j HOME IMPROVEMENT CONTRACTOR � Registration:,,"143758 Tyle: Expiration 7# 942014 DBA i BA OW BUILDINGZ-'--', 'Fry 1 4 r TIM BARLOW13 DEPOT ST S.1GgXPTON,MA 01560 Undersecretary low am Km=m I=! � $1 am of azw C=tt61Lm UK ."Att= y� I=-c3 J� r WV r EXISTING FOUNDATION BUILDING mW H i,�'c'�. SOACi IR�Clj 4/ CERTIFIED PLOT PLAN ' tea an= use WTDM M9CARY UV= t.-Z EAS = Ml rM NAMM. RAM FM nO FM'. M MMAUM As W%M t LCAT vtm AIE MN Zm= c Z=nm TU Mmm Loa In= R.kiisOTMrxU= Tt3 M= ft=Ma"m Pep M t WV=ATIM M t'.+ ."'�".3'�x!-TtMT— ASD M itfRWM P-AM VnW M MVISIM LIUAT Tir WMZ)f iii MW MS EON ACC=nXy Flo== �Y moan m no Mx ,�F'zl f FOU TION . S- UIL.T_ UILDI C "C" PA, Q CAM= RW MERRIMAC CONDOMINIUMS ROUTE 11.4, NORTH ANDOVER, MASS. '-`� PROJECT ID NAND13 SCAI.E� 1'=40` u C AN%ER ; DRAWN BY, PCG DATE, 9/5/13 16� CHECKED BYs SC SHT+ 1 vv REVIUSEDj OF, f L71 -� KANAYO LALA, P.E........-02/18/2013 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE LOT 4N-A,RTI 14,NORTH ANDOVER,MA BASIC LOADS: 50 PSF GROUND SNOW LOAD 40 PSF LIVE LOAD 18 PSF WIND LOAD Building Length 34 ft Building Width 26 ft Building Aspect Ratio= 1.31 Building Area 884 sf Shear End Wall= 11,016 212 PLF Building Mean Height 36 ft Shear Long Wall= 8,424 124 PLF Total Height 45 ft Dead Load of Building 26,520 lbs 112"A.BOLT SHEAR 1,002 LB DL Moment End Wall 450,840 LB-FT 11 FT SPACING FOR 1/2"A.BOLTS DL Moment Long Wall 344,760 LB-FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 198,288 End Wall M -252552 NO UPLIFT Lon W M -193128 NO UPLIFT Wind Moment Long Wall 151,632 9 I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1(1) '/2'OSB/CDX PLY WITH 8D NAILS AT 6"ON EDGES AND 6"ON FIELD-270PLF 212 PLF REQUIRED FOR THREE STORY HEIGHT-OK SHEAR WALL REQUIREMENT BY TABLE R60210.1.2(1) '/2'OSB WITH 6D NAILS AT 6"ON EDGES AND 12"ON FIELD PER TABLE R602.3(3) 22 FT CONTINUOUS SHEATHING AVAILABLE ALONG LONG WALL= 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 312I2PLF SHEAR:AT THE OPENING CORNER 318 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. Of KL MA �► cn=KL MA, o=KANAYO LALA, ou, email=KANAYOLALA@GMAIL. COM, c=US __. 2013.02.2216:26:05 -05'00' ACOR& uAIIII) P.001/001 CERTIFICATE OF LIABILITY INSURANCE J. THIS CER-n CAFI TE IS ISSUED AS A MATTER OF INF � ( /D- CERTIFICATE TIVELY ON ONLY AND CONFERS NO RIGHTS UPON THE CERT(FlCATE HOLDER T BELOW. THIS CE CATEFOF INSURANCE qpE TNOT COHS�D 11 19/12 REPRESENTATIVE OR PROQUCER,AND ' EXTEND OR ALTER THE GOYBRAGE AFFORDED HAS IMPORTANT: if the certificate holder Is an ADD171pN HE LATE HOLDER.UTE A CONTRACT BETWEEN THE ISSUING INSURERS THE POLICIES the terms and conditions of the policy,certain olidA�INSURED,the policy((es ( )' APHORIZED certificate holder In iteu of such endorsemen P ) must be endorsed. 1f SUBROGATION IS WAi Y requlne an endorsement A Statement on this certificate does not contr subject to PRODUCER Coonan Insurance ANTACT Is to the 267 Main Street Agency, Inc.INAME: E Oxford, MA 01540ao AIL 508 987- 122 F Tom@coonani.nsuranoe,com (5081 987-7152 INSURED INSURE $AFFORDING COVERAGE INSUR62A:TraVelerB NAICrI Ti-K, Inc. INSURER B: PO Box 12 INSURER C: South Grafton, MA 01560 INSURER D: COVERAGES INSURER E: CERTIFICATE NUMBER: INSURER F: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW INDICATED. N07WTHSTAN04NG ANY REQUIREMENT REVISION NUMBER: CERTIFICATE MAYO ISSUED OR MAY PERTAN,THE INSURANCE AFFORDED ANY CONTRACT E p CIES DESICRIgEp TERM OR CONDITpN OF ANY CONTT2ACT OR OTH URED NAMED A101 FOR THE F-)GCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN POLICY PERIOD MAY HAVE DOCUMENT WITH RESPECT TO WHICH THIS iTR TYPE oFIMsuR/WCE L u R BEEN REDUCED BY PAID HEREN IS SUBJECT TO ALL THE TERMS, A GENERALLIASILITY POUCVMUBER I MAIMS. M m X COMMERCWLGENERALLIABIUT-580-335TY M17D-3-12 31/3/12 11//1/3/1 3 LtINi'8 _ CWMSdAADE E EACH OCCURRENCE 3 1 OOO 000 C7 OCCUR DAMAGTO RENTED i 300 000 MEDDOP(Aryone areal) S PERSOMILSADVI 5 000 GEN'LAGGREGATELMITAPPLIESPER NJURY S 1 OOO OOO X POLICY PRO- GENERAL AGGREGATE S 2 OOO OOO AUToMOe1LEU"IUTY LOC PRODUCr$. CDMPIOPAGG s 2 000 000 ALLow O OMB MEDS NGLEL IT S AULOSNNED SCHEE$ULE 08Cddgtt 1 — AUTOS BODILY WJURY Per 5 HIREDAUTOS �OSWNED ( person) S BODILYINJURY(PoraxWenq S O UMBRELLA LIAB Ore S OCCUR EXCESSUAS CLANS-WDE s EACH OCCURRENCE : DED RETENTIONS VWRKERS COMPENSATION AGGREGATE S ANDEMPLOYFRS'IJAWLITY IE-jJB-991 AN1'PROPRIETOWPARTNERIERECUItVE Y/N 4N01-3-11 1/26/12 1/26/13 X WCSTATU- OTH- (MyyBeern�Mbry in NHj 1DED? N/A DES�R1PnONOF00K TIONS below ELEACH ACCIOENT $ 100 000 E.LDIS EAgE-EAEMPLOYEES 100,000 EL.DISEASE-POLICYL*Arr S 500 000 CRIP7I0NOFOPERATI0NSILOcA-n0NS/VEHICLES(AttachACORDIOI,AddtiondRanuftSelNdtie. roa Pam is n►qd red) ;TIFICATEHOLDER CANCELLATION TH EXPIRALDANYTION OF THE ABOVEASCRIBED POLICES BE CANCELLED BEFORE I THE ACCORDANCE DAIS THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVislums. AUTHORMED REPRESENTATIVE Cindy Davis .D 25(2010105) The ACORD name and Fax: (508) I's are regisberedma marks ofACORD Rl'ORAT(ON. Al!rights reserved. 839-43.09 E-Mail: �I Z X 6k/ft 1,09 \2 p 2.8 3 � 5 1 0 Loads: LC 3,ALL Results for LC 3,ALL Z-moment Reaction units are k and k-ft KANAYO LALA- PE SK- 1 KL HIP ROOF PORCH Feb 22, 2013 at 12:10 PM 12115 BALCONY BRACKET 4'6" LONG@8' SPACING METAL BRACKET MERRIMACK.r... O .Y 1 Z!x ®1 6� 3 1 . 5 ' TU4X2.5 J -1.9 4 N5 1.6 2 ' �2�25 N N D H 3 l ' 1 1.9 �l 1� ALL TUBES ARE 1 / 8 " THICK 1.1 �w or KL MA ""H. cn=KL MA, o=KANAYO LALA, ou, tAU No.3n" email=KANAYOLALA@GMAIL. a� ►feISTtvtlz� 0 Al COM, c=US f�S7 �- 2013.02.22 16:55:03 -05'00' Results for LC 3,ALL Z-moment Reaction units are k and k-ft KANAYO LALA- PE SK-2 KL BALCONY BRACKET Feb 22, 2013 at 4:51 PM 13000 BRACKET MEBER SIZES METAL BRACKETMERRIMACK-... CX_RALCNY STEET BRACKFT TOP CHO�ZD - 2/22/13 Beam: M1 Shape: HSS4x2.5x2 Material: A500 Gr.46 Dy — in Length: 4.5 ft I Joint: N2 Dz in J Joint: N5 LC 3: ALL Code Check: 0.193 (bending) -.038 at 4.5 ft Report Based On 97 Sections A k .884 at 0 ft Vy k Vz k -.931 at 3 ft -2.792 at 0 ft .68at3ft T k-ft My k-ft Mz k-ft -.094 at 1.453 ft 5.285 at 3 ft ft fa r, ksi , -1.966 at 0 ft fc ksi -5.285 at 3 ft A/SC 14th(360-10):ASD Code Check Direct Analysis Method Max Bending Check 0.193 Max Shear Check 0.066 (y) Location 3 ft Location 3 ft Equation H1-1b Max Defl Ratio L/1436 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 46 ksi y-y z-z Pnc/om 32.445 k Lb 4.5 ft 4.5 ft Pnt/om 39.114 k KL/r 52.716 36.607 Mny/om 2.938 k-ft Mnz/om 4.315 k-ft L Comp Flange 4.5 ft Vny/om 14.003 k Warp Length NC Vnz/om 8.251 k L-torque 4.5 ft Tn/om 2.95 k-ft Tau b 1 Cb 2.498 – Company KANAYO LALA-PE Feb 22,2013 Designer KL 4:47 PM Job Number 13000 BALCONY BRACKET Checked By: Hot Rolled Steel Properties Label E rksil G Iksil Nu Therm \1 E...Densi k/ft... Yield ksi Rv Fu[ksil Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.5 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.5 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.5 58 1.2 5 1 A500 Gr.46 29000 1 11154 .3 .65 .49 46 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape T e Desian List Material Desian Rules A fin2l ivv rin4lIzz[in4] J rin4l 1 I TU4X2.5 HSS4x2.5x2 Beam I Tube A500 Gr.46 Tvpical 1.42 1.493.09 3.23 2 TU2X2.5 HSS2.5x2x2 Beam Tube A500 Gr 46 Typical 956 589 833 1 12 Joint Coordinates and Temperatures Label X[fti Y ftZ[fti Temp F Detach From Diap... 1 N1 0 0 0 0 2 N2 0 3 0 0 3 N3 0 1 0 0 4 N4 3 3 0 0 5 N5 4.5 3 0 0 Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Shape Tvoe Desi n List Material Desian Rules 1 M1 N2 N5 I TU4X2.5 Beam I Tube IA50OGr.461 TvDical 2 M2 N2 N1 90 TU2X2.5 Beam I Tube A500 Gr.46 T-1pical 3 M3 N3 N4 TU2X2.5 Beam I Tube IA500 Gr.461 Typical Member Distributed Loads (BLC 1 : DO Member Label Direction Start Ma nitude k/ft F End Magnituderk/ft.F1 Start Location ft% End Location ft 1 M1 I Y -.015 -.015 1 0 1 0 Member Distributed Loads (BLC 2 : SL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F ft Start Location % End Location ft 1 I M1 Y -.039 -.039 1 0 0 Member Distributed Loads (BLC 3 : LL) Member Label Direction Start Ma nitude[k/ft.F1 End Maanituderk/ft.Fl Start Locationrft,YoL End Location ft0/61 1 M1 Y -.06 -.06 1 0 1 0 Load Combinations Description Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL F Yes I Y I I 1 1 8 1 Y 1 -1 2 LL I Yes Y 3 8 3 ALL I Yes Y L1 1 L2 1 Joint Boundary Conditions Joint Label X Win Y rk/in] Z rk/inl X Rot. k-ft/rad Y Rot.k-ft/rad Z Rot.fk-ft/radl Footin 1 N1 Reaction Reaction I Fixed Fixed Fixed Reaction 2 N2 Reaction I Reaction I Fixed Fixed Fixed Reaction RISA-31D Version 10.0.0 [C:\...\All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 1 Company KANAYO LALA-PE Feb 22,2013 Designer KL 4:47 PM Job Number 13000 BALCONY BRACKET Checked By: Joint Reactions LC Joint Label X fkj Y k Z FkI MX k-ft MY Fk-ftl MZ k-ft 1 3 N1 1.866 1.117 NC I NC NC -1.035 2 3 N2 -1.866 1.626 NC NC NC 1.58 3 3 Totals: 0 2.743 0 4 3 COG (ft): X: 2.239 Y: 2.99 Z: 0 Member Section Deflections LC Member Label Sec x rinI v[inlz rinI x Rotate rad n L/v Ratio n Uz Ratio 1 3 M1 1 0 0 0 0 NC NC 2 2 0 -.013 0 0 4307.694 NC 3 3 .002 -.037 0 0 1453.313 NC 4 4 .002 -.072 0 0 746.573 NC 5 5 .002 -.119 0 0 455.185 NC 6 3 M2 1 0 0 0 0 NC NC 7 1 2 0 0 -.012 0 NC 2926.831 8 3 0 0 -.03 1 0 NC 1210.697 9 4 0 0 -.024 0 NC 1490.248 10 5 0 0 0 0 NC NC 11 3 M3 1 -.026 .017 0 0 NC NC 12 2 -.027 .018 0 0 NC NC 13 3 -.029 .004 0 0 3357.691 NC 14 4 -.03 -.021 0 0 1154.285 NC 15 5 -.031 -.05 0 0 646.365 NC Member Section Forces LC Member Label Sec Axiairki v Shearfkl z Shearfkl Tor ue k-ft] v-v Mo... z-z Mo... 1 3 M1 1 -2.356 1.059 0 0 0 1.141 2 2 -2.356 .379 0 0 0 .332 3 3 -2.356 -.302 0 0 0 .289 4 4 0 .68 0 0 0 .383 5 5 0 0 0 0 0 0 6 3 M2 1 -.561 0 .489 0 -.439 0 7 2 -.559 0 .489 0 -.072 0 8 3 -.556 0 .489 0 .295 0 9 4 1.115 0 -1.87 0 .367 0 10 5 1.117 0 -1.87 0 -1.035 0 11 3 M3 1 2.886 .088 0 0 0 .296 12 2 2.884 .086 0 0 0 .217 13 3 2.882 .084 0 0 0 .141 14 4 2.881 .081 0 0 0 .067 15 5 2.879 .079 0 0 0 -.005 Member RISC 14th(360-10): ASD Steel Code Checks (Bv Combination) LC Member Shape UC Max Loc[ftI Shear UC Loc ft Dir Pnc/om k Pnt/om k Mn /om...Mnzz/om... Cb E n 1 3 M1 HSS4x2.5x2 .295 1 0 .076 1 0 I v 119.445 1 39.114 1 2.938 1 4.315 12.317 H1-1 b 2 3 M2 HSS2.5x2x2 .674 3 1 .295 2 1 z 122.858 126.333 1 1.593 1 1.857 1 1 H1-1b 3 3 M3 HSS2.5x2x2 227 01 .011 0 1 y 121.465 126.333 1 1.593 1 1.857 11.716 H1-1b Of KL KL MA YO cn=KL MA,o=KANAYO LALA,ou, Na 3mm email=KANAYOLALA@GMAIL.COM,c=US AL!<_ . 2013.02.22 16:54:42-05'00' RISA-31D Version 10.0.0 [C:\...\All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 2 REScheck Software Version 4.4.4 Compliance Certificate Project Title: 130625 Trust Merrimack C Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,300 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Unit C3 Turnpike Rd North Andover,MA C •dk-7nla I��r Y Compliance: 4.3%Better Than Code Maximum UA: 328 Your UA:314 The N Better or Worse Than Code Index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Glazing • . . or Door UA Perimeter U-Factor Floor SLAB:Slab-On-Grade:Unheated 26 10.0 20 Insulation depth:2.0' Wall LOWER LEVEL 2X6 EXT:Wood Frame,16"o.c. 221 19.0 0.0 10 Window DH:Vinyl Frame:Double Pane with Low-E 30 0.290 9 SHGC:0.00 Door SLIDER:Solid 20 0.290 6 Wall SEPARATION 2X6:Wood Frame,16"o.c. 272 19.0 0.0 16 Wall 2X4 GARAGE:Wood Frame,16"o.c. 215 15.0 0.0 12 Door METAL FIRE:Solid 20 0.150 3 Door DBL Front:Glass 33 0.300 10 SHGC:0.00 Floor ABOVE GARAGE&Entrance Hall:All-Wood Joist/Truss:Over Unconditioned Space 520 30.0 0.0 17 Wall IST FLOOR 2X6:Wood Frame,16"o.c. 459 19.0 0.0 20 Window DH:Vinyl Frame:Double Pane with Low-E 84 0.290 24 SHGC:0.00 Door SLIDER:Glass 40 0.290 12 SHGC:0.00 Wall 1ST FLOOR SEPARATION:Wood Frame,16"o.c. 595 19.0 0.0 36 Project Title: 130625 Trust_Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust Merrimack C_UnitC3.rck Page 1 of 8 Gross Glazing i Cavity Cont. Assembly Area or or Door UA Perimeter U-Factor Floor 2nd Fir Cantilever:All-Wood Joist/fruss:Over Outside Air 12 30.0 0.0 0 Wall 2ND FLOOR 2X6:Wood Frame,16"o.c. 467 19.0 0.0 21 Window DH:Vinyl Frame:Double Pane with Low-E 42 0.290 12 SHGC:0.00 Door Slider:Glass 40 0.290 12 SHGC:0.00 Door French:Glass 33 0.310 10 SHGC:0.00 Wall 2ND FLOOR SEPARATION:Wood Frame,16"o.c. 595 19.0 0.0 36 Ceiling ABOVE 2ND FLOOR:Flat Ceiling or Scissor Truss 948 38.0 0.0 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 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Unit C3 Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625 Trust Merrimack_C_UnitC3.rck Page 2 of 8 REScheck Software Version 4.4.4 Inspection Checklist 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. 2009 IECC Pre-Inspection/Plan Review Plans VerifiedField Verified Complies? Comments/Assumptions Value Value 103.2 Construction drawings and [ Complies [P] documentation demonstrate energy ❑Does Not Comply J code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' code compliance for lighting and ❑Not Observable J mechanical systems.Systems serving []Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: f❑Not Observable approved methods. Btu/hr Btu/hr `❑Not Applicable I Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 130625_Trust_Menimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack C\RESchecks\130625_Trust Merrimack_C_UnitC3.rck Page 3 of 8 20091ECC Foundation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1 Slab edge insulation R-value. R- R- ❑Complies Seethe table for [FO1]I ❑ Unheated ❑ Unheated ❑Does Not Comply values. al ❑ Heated ❑ Heated ❑Not Observable '`❑Not Applicable I 303.2, Slab edge insulation installed per ❑Complies 402.2.8 manufacturers instructions. ❑Does Not Comply [FO2]' ❑Not Observable a ❑Not Applicable 402.1.1 Slab edge insulation depthAength. ft ft ❑Complies See the table for [FO3]' ❑Does Not Comply values. ❑Not Observable []Not Applicable 303.2.1 ;A protective covering is installed to ❑Complies [FO11]2 'protect exposed exterior insulation []Does Not Comply J ,and extends a minimum of 6 in.below grade. ❑Not Observable []Not Applicable 403.8 Snow-and ice-melting system ❑Complies [FO 12]2 controls installed. ❑Does Not Comply y []Not Observable I []Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust Merrimack_C UnitC3.rck Page 4 of 8 2009 IECC Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, Door U-factor. U- U- ❑Complies See the FnvwlnnP AccrmhliPc table for 402.3.4 ❑Does Not Comply values. [FR1]' �❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the table for 402.3.1, average). t❑Does Not Comply values. 402.3.3, []Not Observable 402.5 [FR2]' ❑Not Applicable 303.1.3 U-factors of fenestration products are ❑Complies [FR4]' determined in accordance with the ❑Does Not Comply NFRC test procedure or taken from ❑Not Observable the default table. []Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U- ❑Complies [FR8]' space have a maximum fenestration ❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. []Not Observable New glazing separating the sunroom '❑Not Applicable from conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned U- U- ❑Complies [FR9]' space have a maximum skylight U- !❑Does Not Comply factor of 0.75 in Climate Zones 4-8. ❑Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built is ❑Complies [FR20]' listed and labeled as meeting ❑Does Not Comply AAMA/WDMA/CSA 101/i.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 ❑Not Applicable that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish and ❑Does Not Comply labeled to indicate 2.0 cfm leakage at []Not Observable 75 Pa. []Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- ❑Complies [FR12]' R-8.All other ducts in unconditioned R- R- ❑Does Not Comply spaces or outside the building []Not Observable envelope are insulated to R-6. ❑Not Applicable i 403.2.2 All joints and seams of air ducts,air ❑Complies [FR13]' handlers,filter boxes,and building ❑Does Not Comply cavities used as return ducts are ❑Not Observable sealed. []Not Applicable 403.2.3 i Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply J ' ❑Not Observable I []Not Applicable 403.3 HVAC piping conveying fluids above R- R- ❑Complies [FR17]2 105 IF or chilled fluids below 55 IF ❑Does Not Comply are insulated to R-3. []Not Observable .❑Not Applicable 403.4 Circulating service hot water pipes are R- R- ❑Complies [FR18]2 I insulated to R-2. ❑Does Not Comply ❑Not Observable []Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply 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: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust_Merrimack_C_UnitC3.rck Page 5 of 8 2009 IECC Insulation Inspection Plans Verged Field Verified Complies? Comments/Assumptions Value Value 303.1 All installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. ❑Does Not Comply ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- i❑Complies See the Envelnna Asspmbiies table for 402.2.5, ❑ Wood ❑ Wood i❑Does Not Comply values. 402.2.6 ❑ Steel ❑ Steel ❑Not Observable [IN1]' []Not Applicable YJ 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions,and in ❑Does Not Comply [IN2]' substantial contact with the underside ❑Not Observable of the subfloor. ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the table for 402.2.4, mass wall with at least%of the wall ❑ Wood ❑ Wood ❑Does Not Comply values. 402.2.5 insulation on the wall exterior,the ❑ Mass ❑ Mass []Not Observable [IN3]' exterior insulation requirement applies. ❑ Steel ❑ Steel []Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]' manufacturer's instructions. ❑Does Not Comply J ❑Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]' minimum R-value of R-13.New walls i❑Does Not Comply separating the sunroom from ❑Not Observable conditioned space must meet code requirements. []Not Applicable 303.2 Sunroom wall insulation installed per ❑Complies [IN9]' manufacturer's Instructions. ❑Does Not Comply ❑Not Observable []Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]' R-value of R-19 in Climate Zones 1-4, ❑Does Not Comply and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is installed ❑Complies [IN11]' per manufacturer's instructions. ❑Does Not Comply v ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 130625 Trust_Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust Merrimack C_UnitC3.rck Page 6 of 8 2009 IECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, Ceiling insulation R value.Where>R- R- R- [ Complies See the Fnvelnnr AasPmhlies table for 402.2.1, 30 is required,R-30 can be used if ❑ Wood ❑ Wood ❑Does Not Comply values. 402.2.2 insulation is not compressed at eaves. [FI1]' R-30 may be used for 500 ft2 or 20% ❑ Steel Steel ❑Not Observable ❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per []Complies 303.2 manufacturer's instructions.Blown ❑Does Not Comply [Fl2]' insulation marked every 300 ft2. ❑Not Observable :J ❑Not Applicable 402.2.3 Attic access hatch and door insulation R- R- ❑Complies [FI3]' R-value of the adjacent assembly. ❑Does Not Comply ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness verified ACH 50= ACH 50= '❑Complies 402.4.2.1 by blower door test result of<7 ACH ❑Does Not Comply [FI17]1 at 50 Pa.This requirement may i❑Not Observable yj instead be met via visual inspection, []Not Applicable in which case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have [ Complies [F18]2 gasketed doors and outdoor []Does Not Comply u combustion air. ❑Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness test cfm cfm ❑Complies [F14]1 result of 8 cfm to outdoors,or 12 cfm ❑Does Not Comply across systems.Or,rough-in test ❑Not Observable result of 6 cfm across systems or 4 cfm without air handler.Rough-in test ❑Not Applicable verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [F19]2 on forced air furnaces. []Does Not Comply []Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed on []Complies [Fl 10]2 heat pumps. []Does Not Comply 1 ❑Not Observable ❑Not Applicable 403.4 i Circulating service hot water systems ❑Complies [F111]2 'have automatic or accessible manual []Does Not Comply u controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. []Does Not Comply J []Not Observable ❑Not Applicable 403.9.2 i Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. []Does Not Comply []Not Observable ❑Not Applicable 403.9.3 P Heated swimming pools have a cover. ❑Complies [F120]3 Covers on pools heated over 90 OF ❑Does Not Comply are insulated to R-12. ❑Not Observable []Not Applicable 404.1 50%of lamps in permanent fixtures [ Complies [FI6]' are high efficacy lamps. ❑Does Not Comply J' []Not Observable []Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625 Trust Merrimack C_UnitC3.rck Page 7 of 8 20091ECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 Compliance certificate posted. ❑Complies [FM2 ❑Does Not Comply ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [F118]3 and water heating equipment have ❑Does Not Comply J been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack_C\RESchecks\130625 Trust_Merrimack_C_UnitC3.rck Page 8 of 8 2009 ECC Energy F- ft,�sncy Oarofocata oft Wall 19.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): IBM Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments: