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HomeMy WebLinkAboutBuilding Permit #293-14 - 80 COMPASS POINT ROAD 9/30/2013 TOWN OF NORTH ANDOVER \ APPLICATION FOR PLAN EXAMINATION Permit NO: — I Date Received Date Issued: 1�t IMPORTANT:Applicant must complete all items on this page LOCATION rr1OfkS Print PROPERTY OWNER t T�US Print 100 Year Old Structure yes MAP NO: \ NO PARCEL-�w ZONING DISTRICT: Historic District yes Machine Shop Village yes o TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition *Two or more fami y ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Amtificatio Please Type or Print Clearly) OWNER: Name: 1 Yu�t�, Phone: q7s ?16-045P Address: 51 . �O .e-��5 '' VIA- ©�1 CONTRACTOR Name: '` Phone: ��� 7->7-0 C1-2�a-1 Address: Supervisor's Construction License:l� C)b 15G -1 Exp. Date: t Home Improvement License: Exp. Date: ARCHITECT/ENGINEER k�a'40 �--�' Phone:cn Address:- letJ " . M 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: $ a r)? b� t FEE: $ I? q � --� \n = Check No.: 7-7(,Pl Receipt No.: ( y NOTE: Persons contracting with unrenstered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contracto Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan 0 Stamped Plans ❑ Location _ + �U No. �� t Date a • - TOWN OF NORTH ANDOVER � {ti FI} Certificate of Occupancy $ — 1 � Building/Frame Permit Fee $ K, Foundation Permit Fee $ Other Permit Fee TOTAL $ �O Check# 1NA 11 ) 1 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE,OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/MassageBody Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dempster 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 T COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water &a Sewer Connection/Signature& Date Driveway Permit DPW TowL Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 MaigiStreet Fire Department 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 D Notified for pickup - Date 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. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit o 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 o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract ❑ 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 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 subm;tted with the building application Doc: Doc.Building Permit Revised 2012 w O ,O.tN�H MSS�cNuSEt CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 293-14 on 9/30/2013 Date: July 28, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 80 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 51 Mount Joy Drive Tewksbury,MA 01876 Building Inspector Fee: PrePaid $100.00 Receipt: 26930 Check : 7761 . AORTH Colo Town of t _E : ., ndover No. rA ZA 17,;ll h ver, Mass, - coc«IcNewicK S U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System 11L. 1 BUILDING INSPECTOR THISCERTIFIES THAT ........ ......T'17"Mr*............. ............................................................. ko Foundation has ermission to erect buildings on ... .aL�....04'..................... / p .. ......P R ugh To.wx4owse................................................................................. C ' eto be occupied a ...... provided that the person accepting this permit shall in every respect conform to the terms of the application Final 7 Y /cy on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and IN PLUMBING Construction of Buildings in the Town of North Andover. g� TOR Rou �� �• w VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MO HS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO RTkj.,� SReoruv ice.................... ........ ............ 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 , � / 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 BEING 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/Tom) UNDER PERMIT#193.294. 295 & 2.96-14 AND THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TOWN OF NORTH ANDOVER AND THE COMMONWEALTH. FURTHER,THAT ALL RE QUIRED APPROVALS AND MATERIAL AFFIDAVITS HAVE BEEN SUBMITTED, AND THAT THERE.ARE NO VIOLATIONS OF LAW. I,AS THE AFFIDAVIT ENGINEER AND/OR ARCHITECTHEREBY CERTIFY THAT IHAVE ON THIS DATE July 16, 2013 INSPECTED 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 AIL RULES AN tw OF REGULATION S OF THE CODES OF THE COMMONWEALTH. /,� P. L ri KAN YO yc�, THEREFORE,I REQUESTA CERTIFICATE OF OCCUPANCY FOR THE ABOVE ADDRESS. y' LA'LA H W N0 NoC ORIGINAL SIGNATURE& SEAL DA �� NAL tom' SUBSCRIBED AND SWORN TO BEFORE ME THIS 16th DAY OF July 2014 1 NOTA PUB LIC(JANE P.SHERIDAN) MY COMMISSION EXPIRES: JANE P. SHERIDAN Notary Public Commonwealth of Massachusetts My Commission Expires October Z, 2020 1 CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: 13 B1dg.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 C1,C2,C3&C4 STREET ADDRESS: TOWN/CITY: North Ando =, 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 COMMENTS: WORK IN PROGRESS:Buiding"C" is 100%complete for occupancy. SITE VISITS: Inspected on June 25 for the final finish of building"C". RELATED I SSUES: ACTION REQUIRED: ADDMONS TO FILED PIANS: STATUS OF COMPLETTON:% 22.0%of the 15 buildings REPORTINGARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala .tH LLFF .,, DATE: June 25,2014 KANAYO yG, H. �. LALA �+ No.33710• KANAYO 1 ALA, P.E. BSCE,M.ASCE,M.SEI,M.NSPE,M.LE.(India),M.AMWS,MACI,M.ICC FOUR WEST ROAD ACTON,MA 01720 LIC.#33710-CW4 92270414),S4611(NY�32769(VA),7736(V-I) lltlps://sites.goggle.conl/site/kanq3,ol llapc/ 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. . N D; � KANAYO N LAZA No.3371.0-C Nk N(' Kanayo Lala l:ana�=nl�i;([i�m;uLc�m PHONE(978)337-LALA NORTy 0�,�a.cc 6'9gr p APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION A 'ap iOiwtMwKw 1` �gATeo UBUILDING PERMIT# ""'� SSACH `��� Ll ADDRESS/LOCATION OF PROPERTY: I�" , Bo Map Parcel 1 Lot Number f SUBDIVISION: &C1�,i'(1ac K. Ls DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS MdE FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($ 0.00)WILL E CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT AT Permit Issued to: Inc . Address:_ ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW ❑ CONSERVATION T PLANNING ❑ DPW-WATER METER 3 SEWER CONNECTION D� DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW Ka-,t SIGNATURE File:Application for OC form revised Jan 2007/2011 f KANAYO LAZA,P.E. BSCE,MASCE,MSEI,M.NSPE,M.LE.(India),MAIM,MACI,M.ICC FOUR WEST ROAD ACTON,MA 01720 LIC.#33710-C(MA�922704I-I),8461104y� 32768(VA),7736(VT) ht tp_s_/lsitesT�oo��tc.cor«/site/kanl�_v ol�i l��s/ 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. Of KAi�tAYo 1� rE•1. �� LALA No. 33y1().0 Kana o Lala PHONE(978)337-LA1.A I:;ma l;ila/a iail.cc�m 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 29"', 2014 Permit No.: Street Address: 80 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,175 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 ftmaximum allowed ❑ Leakage to outdoors—8 cfm/100 fl? maximum allowed Testing result: 9.65 cfm/100 ftz Rough-in test Total leakage Air Handler Installed? ❑ Yes— 6 cfm/100 ft' maximum allowed ❑ No—4 cfm/100 ft2 maximum allowed Testing result: cf n/100 fly ti Conservation Services Group © 2012 tTw 3tTi tit KX3=rmxnma� TEl rmTT xr Mw C=Cam Lm Ow +tea-M 4s b EXISTING ?Q tit FOUNDATION BUILDING"A* rQ ' A � ,� 4 Cacti S"ACt � C.�SrRU CERTIFIED PLOT PLAN ' 0 arm= um M�-� Y LX= 00 yrs SKM Mv a= MM W M AFFMO. RA4C rV TM FEDJT. TK FMI ICATM AS SOWN VMATE MY WCO MCMOM =Mq=rj ET=T= TU P;=M" Ltd STraXTW_�,,. CR rcR LA!c=cApm Lrxm THIS STM IS NM%-T= MM4 WO IS FIRUM VAM VUH na a TMAT TIS rVV=TIM EMMM K= t= A=MTELY Ft=>= BY FOUND T'I .A - UIL.T'. UILDI ''C' par= Q �. FW MERRIMAC CONDOMINIUMS ^Mw.. ROUTE 114, NORTH ANDOVER, MASS, ,44 Fare PROJECT X31 MAND13 SCALES 1'=40' DRAWN BY, PCG DATE, 9/5/13 •ia CHECKED BYE SC SHT+ 1 REVIUSEBh OFA 1 l Enter construction cost for fee cal - North Andover F@@ 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 80 Compass Point 293-14 on 10/1/2013 New Single Family Townhome NORTH own of EAndover O - 0 No. _ y �. �l� : WA—M. h ver, Mass - Oq. A_ cocMIc"t�cNewrcw � S V BOARD OF HEALTH LD Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT liq. .................................. BUILDING INSPECTOR ........ ........ ... .... . ............... ........... ............... . Foundation has permission to erect .......................... buildings on ... .. ...... .&W....1%..................... P Rough to be occupied aE...70vAravowse................................................................................. 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 MO HS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI0RT Rough Service ..................t ......................................................... 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. EESEE REVERSE SIDE CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Ten B1dg.B -790-13,791-13, 792-13,793-13 TO: Building Commissioner-Permit Number Bldg.e 793 13 400 Osgood Street,N Andover,MA B1dg.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 C1,C2,C3&C4 Compass Point,Units TOWN/CITY: North Ando-ver, 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"B"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 ` DATE: October 23,2013 H. tio.33riPC Site w 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.0 793 13 400 Osgood Street,N Andover,MA B1dg.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 76 ompass omt, 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 `�or+�_ ARCHITECT OF RECORD: Kanayo Lala KANAYD DATE: October 23,2013 H. IALA No.3sno-c 9FGISTfa 0\� Al jr Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supenisor License:CS-059359 TIMOTHY M BXRLOW PO BOX 12 S GRAFTOrN- A 01560 o 'J�.•�.•- rst`� Expiration Commissioner 01/24/2014 p� ✓k{oo�raxanuiea i o�../�abaaa�tuecl�d� �} ate-\ Office of Consumer Affairs&Bds"mess Aegalati n f jHOME IMPROVEMENT CONTRACTOR Registration:,y143758 Type: VOWBA Expiration 'ij2g12014 DBA I ; BUILDING x I TIM BARLOW 13 DEPOT ST S.CaA'FTON,MA 01560 Undersecretary \ 1 owNearr► ow NtNcsdm m AN cave COL vMAD cs9 -� T4v1lMXJRr,VA CM b ol ,aro•C3a AW ol �cr I=xIsrlNG a FOUNDATION b BUILDING OA' ;. No. OPEN SPACt .� S CERTIFIED PLOT PLAN 0 01 USE MUM" LDII kms] EAMS?M DaVX R= RAM C3 M OPOM, FL= FIA THISsFRa-ECT. TFC: F`ML,-ATtM AS f}€M r= MT aFr=m TKM R-A3 12 OT TO a LCM M 0=1 FD, QT1Cr3t Al snzxTtr=. m FIR LA"Si=AP= LD= TKM CEf1TrMATM3 13 1M1—TPELr- fob! IS rUMC t VAM VM THaT. MVI=,rrMT nG liOUWATtON t,MSM HAS EM A= ATl1Y F143CXM BY i OUNDA i ION .,.AS—B IL 1 , BUILDING T' PA== C. Cg= FW MERRIMAC CONDOMINIUMS V r*�:='.. ROUTE 114, NORTH ANDOVER, MASS. ci FAMCK � ; PROJECT KLIr NAND13 SCAIEl 1'=4Q' z c n r A?EA , DRAWN BY& PCG DATE, 9/5/13 CHECKED BYr SC SHTr 1 REVIUSED OFF 1 f �. KANAYO LALA, P.E........-02/18/2013 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE LOT 4N-A,RT114,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 1/2"A.BOLT SHEAR 1,002 LB FT SPACING FOR 1/2"A.BOLTS DL Moment End Wall 450,840 LB-FT 11 WITH TWO 2X SYP PLATES DL Moment Long Wall 344,760 LB-FT NET Wind Moment End Wall 198,288 End Wall M -252552 NO UPLIFT Wind Moment Long Wall 151,632 Long W M -193128 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) '/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 R602.10.1.2(1) '/2'OSB WITH 61) NAILS AT 6"ON EDGES AND 12' ON FIELD PER TABLE R602.3(3) 13 FT 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 312/2PLF 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 . 9"y cn=KL MA, o=KANAYO LALA, Ou, m"I email=KANAYOLALA@GMAIL. COM, c=US f�S10 At �� 2013.02.2216:26:05 -05'00' ACORU`� wait) P.0011001 CERTIFICATE OF LIABILITY INSURANCE THIS CERi7FICATE IS ISSUED AS A MATTER OF INFpR(y(gTION ONLY AND CONFERS NO RIG DATe(�`—'.1W. CERTIFICATE DOES NOT AFFIRMATIVELY pR NEGATIVELY AMEND 11 19/12 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRq 'OIJE CERTIFICATE HOLDER THIS �PRESENTATTVE OR PRODUCE �� OR '��R THE COVERAGE AFFORDED BY IMPORTANT: If the Certificate holder is an ADDITION CAS HOMER CT BETWEEN THE I'SUING INSURER(S),AUTtED the terms and conditions ofthe policy,certain policies INSURED' the po!!cy(!es)must be endorsed. !f SUBROGATION IS WAi certl8cate holder In lieu of such endorsemen s, y require an endorsement A PRODUCER statement on this certificate d0B5 not confer n subject to Coonan Insurance A CONTACT rights to the 267 Main S Agency, Inc. MAINE: tree!+ Oxford, MA 01540an AIL SOB 987- 122 0; (508) 987-7152 Tomir+coonaninsurance.com INSURED INSURE S AFFORDING COVERAGE INSURER :Travelers NAI T�, :Eno. INSURER 8 PO Box 12 INSURERC: South Grafton, MA 01560 INSURER D: INSURER E: COVERAGES CERTIFICATE NUMBER: INSURER F. THIS!S TO CERTIFY THAT THE POL ICES OF INSURANCE LISTED BELOW INDICATED. NOTWITHSTANDING,ANY REQUIREMENT REVISION NUMBER: CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURfWCE AFFORDED ANY C N7R CI STDESlCRIBED TERM OR CONDITION OF ANY CONTRACT OR OTH URED NAMm ABOVE FOR THE EXCLUSIONSANDCONDITIONS OFSUCH POLICIES.LIMITS SHOWN POLICY PERIOD MAY HAVE ID HR EN IS SUBJECT�jOCT TO WHICH THIS LTR TYPEOFINSURANCE L U R REDUCED BY PAID ALL THE TERMS, A GENERAL LIABILITY POUCYNUMBER ! CLAIMS. T-680-335M170-3- M IDprn'I' X COIVIMERCIALGENEW{LLUIBILITY 12 11/3/12 11/3/13 LIMITS CLAIMS.MADE DAMA E OCCURRENCE S 1 000 000 OCCUR DAMAGE TO RENTED 3 300 000 MED EJP(Anyone mw) S PERSOMLaADVI 5 000 GEN'LAGGREGg7ELMI7APP11ESPER NJURY S ], OOO 000 X POLICY PRO- GENERAL AGGREGATE S 2 OOO 000 AUTOMOSILELIABIUTY LOC PRODUCr$. COMP/OPAGG S 2 000 000 AL L AUTO LOYJNEO AowNE OMB NED SINGL E L 17 S U� aaoadea AUTOS AUTOS BODILY INJURY P 3 HIREDAUTOS N-rED { erpepon) S 80DILY INJURY(Per ao jdenl) S OP UMBRELLA LIAeera s OCCUR EXCESSLIAB S CLAIM$ gpE DED R0N5 EACH OCCURRENCE ETpJTii WORKERS COMPENSATION AGGREGATE ` s AND YEYIN IE-JB- ANYPROPRIEP"ARTHOW&CUTNE 991M01-3-11 1/26/12 1/26/FICEAM :R E(q UDE07 N/A 13 S� O7H- #Wmmkb,Y in NH) y �OOFDES;RINOFpERA0NSbebw E.LEACHA000ENr $ 100,000 E.L_DIS EASE.EAMWLOYEE S 100,000 EL.DISEgSE_POLICYLIMrf S SOO OOO CRIPTiONOFOPERA710NS1LOCATIONS 1VEHtG.ES(Agag1ACORpIpl.AditboRt'ftrk.SeWW'.Nn.a W a N nrgt/rod) ;TIFICAT E HOLDER CANCELLgTION 3 i TH EXPIRATION OF T}IE ABOVE SCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DHE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REpWSENTAMM I i Cindy Davis `i tD 25(201 o105) ©1988 2010 ACORD CORDO �`� The ACORD name and logo aro ragisteredmarks ofACORD RATION. All rights res Faxerved. : {508) 839-43.09 E-Mail: ;I z x 6k/ft �4. 2.8 >, � 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... Y �Lx 1,6 , 31 TU4X2.5 1 5 ' J -1.9 4 5 1.6 2 ' N N H 3 1 ' 1 1.9 1% ALL TUBES ARE 1 / 8 " THICK 1.1 OF, KL MA mmyo H cn=KL MA, o=KANAYO LALA, ou, No.3A3711" � email=KANAYOLALA@GMAIL. �£CISTt&s�\tE fssro AL % cOM, C=US 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 BRACKET MERRIMACK-... MERRIC B CONY STEEL BRACKET TOP CHORD-2L22 3 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 „- ksi fa — ksi -1.966 at 0 ft °� �, fc ksi -5.285 at 3 ft AISC 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 Taub 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 ksi G[ksil Nu Therm \1 E...Densi k/ft... Yieldfksil Rv Fufksil Rt 1 A36 Gr.36 1 29000 11154 .3 .65 .49 1 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 1 29000 1 11154 .3 .65 .49 46 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape Tvoe Design List Material Desian Rules A rin2i lvv fin4lIzz rin4l J[in4 1 TU4X2.5 I HSS4x2.5x2I Beam be IA500 Gr.461 Typical 1 1.42 1 1.49 3.09 1 3.23 2 TU2X2.5 I HSS2.5x2x2I Beam I Tube IA500 Gr.461 Typical 1 .956 1 .589 1 .833 1 1.12 Joint Coordinates and Temperatures Label X ffti Y ft Z ftTemr)IFI 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 TVDe Desian List Material Desian Rules 1 M1 I N2 I N5 I I TU4X2.5 I Beam Tube IA500 Gr.46 Typical 2 M2 I N21 N1 90 T TU2X2.5 I Beam I Tube IA500 Gr.46 Typical 3 M3 I N3 N4 TU2X2.5 I Beam I Tube IA50OGr.46 Tical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude k/ft F End Maanitudefk/ft,Fl Start Location ft% End Location ft% 1 M1 I Y 1 -.015 -.015 1 0 1 0 Member Distributed Loads (BLC 2 : SL) Member Label Direction Start Ma nitude k/ft F End Magnitudefk/ft,Fl Start Location ft% End Location ftM. 1 M1 I Y 1 -.039 1 -.039 0 0 Member Distributed Loads (BLC 3 : LL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft% End Location[ft%1 1 M1 Y 1 -.06 -.06 1 0 0 Load Combinations Descri tion Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL Yes Y 1 8 Y -1 2 LL Yes Y 3 8 3 ALL Yes Y L1 1 L2 1 Joint Boundary Conditions Joint Label X k/in Y Win Z Fk/inl X Rot. k-ft/rad Y Rot. k-ft/rad Z Rot. k-ft/rad Footin 1 N1 Reaction Reaction Fixed Fixed Fixed Reaction 2 N2 Reaction Reaction 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 IkI Y rk1 Z 1k1 MX fk-ftl MY fk-ftl MZ k-ft 1 3 N1 1.866 1.117 1 NC 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[inIz inl- Rotate rad n L/v Ratio n Uz Ratio 1 1 3 M1 1 1 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 2 0 0 -.012 0 NC 2926.831 8 3 0 0 -.03 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 AxialrkI v Shearrkl z Shear[kl Tor ue k-ftl 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 -07141 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 ShaDe UC Max Loc[ftI Shear UC Loc ft Dir Pnc/om k Pnt/om k Mn /om...Mnzz/om... Cb E n 3 M 1 HSS4x2.5x2 .295 0 .076 0 32.445 39.114 2.938 4.315 2.317 Hl- 1 1 b 2 1 3 1 M2 I HSS2.5x2x21 .674 1 3 1 .295 1 2 1 .722.858 I 26.333 I 1.593 1 1.857 1 1 1 H1-1b 3 3 M3 HSs2.5x2x2 .227 0 .011 1 0 1 y 121.465 126.333 1 1.593 1 1.857 1.716 H1-1b `K4111YO KL MA E"NF cn=KL MA,o=KANAYO LALA,ou, No.33riPc �b,'9fCiSTE1�4'�� email=KANAYOLALA@GMAIL.COM,c=US FSSIO AL 1<_ . 2013.02.22 16:54:42-05'00' RISA-3D Version 10.0.0 [C:\...\All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 2 REScheck Software Version 4.4.4 r�(, Compliance Certificate Project Title: 130625—Trust—Merrimack—Cl Energy Code: 20091ECC Location: North Andover,Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,127 ft2 Glazing Area Percentage: 10% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Unit C1 North Andover,MA t i 9`. . v% .- . Compliance: 3.8%Better Than Code Maximum UA: 338 Your UA:325 The%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 Assembly Area or Cavity Cont. or Door UA Floor SLAB:Slab-On-Grade:Unheated 48 10.0 37 Insulation depth:2.0' Wall LOWER LEVEL 2X6 EXT:Wood Frame,16'o.c. 384 19.0 0.0 23 Window DH:Vinyl Frame:Double Pane with Low-E 48 0.290 14 SHGC:0.00 Wall SEPARATION 2X6:Wood Frame,16'o.c. 280 19.0 0.0 17 Wall GARAGE 2X4:Wood Frame,16"o.c. 104 15.0 0.0 8 Wall 1 ST FLOOR 2X6:Wood Frame,16"o.c. 464 19.0 0.0 28 Window DH:Vinyl Frame:Double Pane with Low-E 27 0.290 8 SHGC:0.00 Window BAY:Vinyl Frame:Double Pane With Low-E 28 0.270 8 SHGC:0.00 Wall 1ST FLOOR SEPARATION 2X6:Wood Frame,16"o.c. 488 19.0 0.0 29 Wall 2ND FLOOR 2X6:Wood Frame,16"o.c. 464 19.0 0.0 28 Window DH:Vinyl Frame:Double Pane with Low-E 95 0.290 28 SHGC:0.00 Wall 2ND FLOOR SEPARATION 2X6:Wood Frame,16"o.c. 488 19.0 0.0 29 Ceiling ABOVE 2ND FLOOR:Flat Ceiling or Scissor Truss 803 38.0 0.0 24 Project Title: 130625—Trust—Merrimack—Cl Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack C\RESchecks\130625_Trust Merrimack_C_UnitC1.rck Page 1 of 8 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 C1 Project Title: 130625_Trust_Menimack C1 Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Merrimack_C\RESchecks\130625_Trust_Merrimack_C_UnitC1.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 IECCValue Value Plans Verified Field Verified Complies? Comments/Assumptions Pre-Inspection/Plan Review Pla 103.2 Construction drawings and ❑Complies [PRI]' documentation demonstrate energy ❑Does Not Comply 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 mechanical systems.Systems serving multiple dwelling units must []Not Applicable demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2i sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply Roads per ACCA Manual J or other Cooling: Cooling: []Not Observable approved methods. Btu/hr Btu/hr ❑Not Applicable I I Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 130625 Trust Merrimack C1 Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack C\RESchecks\130625_Trust_Merrimack_C_UnitC1.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 See the FnvelonP AsspmhUmn table for [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not Comply values. J ❑ Heated ❑ Heated '❑Not Observable j❑Not Applicable 303.2, Slab edge insulation installed per II❑Complies 402.2.8 manufacturers instructions. ❑Does Not Comply [FO2]1 ❑Not Observable J ❑Not Applicable 402.1.1 Slab edge insulation depthAength. ft ft ;❑Complies See the FnvPtn;P Ac�Pmhliac table for [FO3]1 ❑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 and extends a minimum of 6 in.below ❑Not Observable grade. []Not Applicable 403.8 Snow-and ice-melting system ❑Complies [FO 1212 controls installed. ❑Does Not Comply v ❑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—Cl Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust_Merrimack_C_UnitCl.rck Page 4 of 8 - r 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 FnvPl;nP Accemnliac table for 402.3.4 ❑Does Not Comply values. [FR1]' ❑Not Observable `W !❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelane Aacamhlies table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, ❑Not Observable 402.5 402.5 ❑Not Applicable :aJ 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 J U-factor of 0.50 in Climate Zones 4-8. []Not Observable New glazing separating the sunroom from conditioned space must meet i Not Applicable 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 AAMANVDMA/CSA 101/I.S2/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 cfrn 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. []NotApplicable 403.2.2 All joints and seams of air ducts,air ❑Complies [FR13]' handlers,filter boxes,and building ❑Does Not Comply 8) cavities used as return ducts are []Not Observable Pealed. ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. []Does Not Comply J ❑Not Observable []Not Applicable 403.3 HVAC piping conveying fluids above R- R- ❑Complies [FR17]2 105 IF or chilled fluids below 55°F ❑Does Not Comply ,are insulated to R-3. f❑Not Observable !❑Not Applicable 403.4 Circulating service hot water pipes are R- R- I❑Complies [FR18]2 'insulated to R-2. []Does Not Comply a ❑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: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 JLow Impact(Tier 3) Project Title: 130625 Trust Merrimack C1 Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack C\RESchecks\130625 Trust_Merrimack_C_UnitCl.rck Page 5 of 8 20091ECC Insulation Inspection Plans Verified 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 a ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the EnvelnnP AccamhUe.1 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]1 exterior insulation requirement applies. ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]' manufacturer's instructions. ❑Does Not Comply []Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]' minimum R-value of R-13.New walls ❑Does Not Comply separating the sunroom from []Not Observable conditioned space must meet code ❑Not Applicable requirements. 303.2 Sunroom wall insulation installed per ❑Complies [IN9]' manufacturer's Instructions. ❑Does Not Comply J ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]1 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 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 130625 Trust Merrimack C1 Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack_C\RESchecks\130625 Trust Merrimack C_UnitC1.rck Page 6 of 8 F Plans Verified Field Verified Complies? Comments/Assumptions 2009 IECC Final Inspection Provisions Value Value 402.1.1, Ceiling irtsulation R-value.Where>R- R- R- .❑Complies See the Fnvelona Assemblies table for 402.2.1, 30 is requjred,R-30 can be used if ❑ Wood ❑ Wood �❑Does Not Comply values. 402.2.2 insulatio is not compressed at eaves. ❑ Steel ❑ Steel ❑Not Observable [FI1]l R-30 mai be used for 500 ft'or 20% I❑Not Applicable J (whiche er is less)where sufficient space' not available. 303.1.1.1, Ceilind insulation installed per ❑Complies 303.2 manufacturer's instructions.Blown []Does Not Comply [FI2]1 insulation marked every 300 ft=. []Not Observable ❑Not Applicable 402.2.3 Attic access hatch and door insulation R- R- j❑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]' at 50 Pa.This requirement may []Not Observable instead be met via visual inspection, ❑Not Applicable in which case verification may need to occur during Insulation Inspection. 402.4.3 Wood-buming fireplaces have ❑Complies [F18]2 �gasketed doors and outdoor ❑Does Not Comply combustion air. ❑Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness test cfm cfm ❑Complies [FI4]' 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 j❑Not Applicable cfm without air handler.Rough-in test verification may need to occur during Framing Inspection. 403.1.1 'Programmable thermostats installed ❑Complies [FI9]2 ion forced air furnaces. []Does Not Comply ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed on []Complies [FI10]2 heat pumps. []Does Not Comply ❑Not Observable • []Not Applicable 403.4 i Circulating service hot water systems ❑Complies [F111]2 have automatic or accessible manual ❑Does Not Comply controls. ❑Not Observable =' []Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. ❑Does Not Comply []Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. ❑Does Not Comply []Not Observable []Not Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies [F120]3 Covers on pools heated over 90 OF ❑Does Not Comply J I are insulated to R-12. []Not Observable ❑Not Applicable 404.1500o of lamps in permanent fixtures ❑Complies [FI6]' are high efficacy lamps. ❑Does Not Comply ❑Not Observable []Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 130625 Trust Merrimack C1 Report date: 09/28/13 Page 7 of 8 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625 Trust_Merrimack C_UnitC1.rck �( 2009 EXC Energy j Oftlanc y CsrWlcats Wall 19.00 Floor 10.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: 0vw Name: Date: Comments: * 4 N 20091ECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Comply ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [F118]3 and water heating equipment have ❑Does Not Comply been provided. ❑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—Cl Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust Merrimack_C UnitC1.rck Page 8 of 8