Loading...
HomeMy WebLinkAboutBuilding Permit #294-13 - 82 COMPASS POINT ROAD 9/30/2013 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: V 'q J Date Received Date Issued: MPORTANT: Applicant must complete all items on this page s5 Po - LOCATION - ,l Print PROPERTY OWNER II T r T Print 100 Year Old Structure yes ifo MAP NO: iD(o-PARCEL ZONING DISTRICT: Historic District yes o Machine Shop Village yes qgj TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition D; Location L— No. — m Date U r 1 . - TOWN OF NORTH ANDOVER ' Certificate of Occupancy $ U�Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �l Check# ► !w Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ -TYPE-OP SEWERAGEDISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc.. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED: DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS .CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes . Planning Board Decision: Comments Conservation Decision: Comments K Water & Sewer Connection/Signature& Date Driveway Permit DPW Tow;: Engineer: Signature: Located 384 Osgood Street FIRE DEPARTM=iVT =Temp Dumpster on site yes no Located at 124 Mair Street- -Fire DepartmeiA 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.$1oo-$1000 fine NOTES and DATA— (For department use ® Notified for pickup - Date ------------------- Doe.Building Permit Revised 2010 Building Department The fol:swing 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 ❑ 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) ❑ 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 cans if a variance or special permit was required the Town clerks office must stamp the decision from the Board of Appeals ' that the apn,-al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submAted with the building application Doc: Doc.Building Permit Revised 2012 ti s r 'fi•'+nn.•MV 49 AORTN �SS'ACIH15Et CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 294-14 on 9/30/2013 Date: July 28, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 82 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 Build ng Inspector Fee: Prepaid $100.00 Receipt: 26927 Check : 7761 NORT Town of No. d,94 - =T y zdl Pah — ver, Mass, T O LAME COC MIc Ml WIC. �i9 Q°pit TEo P '�5 S U BOARD OF HEALTH Food/Kitchen PERMIT - T LD Septic System THIS CERTIFIES THAT �.�.... .......�. BUILDING INSPECTOR ............... .... ............. .................................. ..................... has permission to erect ................... ...... buildings on .... ..'.' .,,.!t................. Foundation R fi 1��� i o �' /1t SJ to be occupied as ...... ...........�.Q. .... ....................................................................... chi y '' provided that the person accepting this permit shall in every respect conform to the terms of the application 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 INSPECT Rough l�G' "�///o , � VIOLATION of the Zoning or Building Regulations Voids this Permit. Final ��E, 7/144 4 PERMIT EXPIRES IN 6 ONT S ELECTRICAL INSPECT R I UNLESS CONSTRUCT ST Rou Service .. . .. .... ................ .............ro...................BUILDING. . . ..INSPECTOR CIDc�.. k -Zm_�f<Q GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final dk' 4117 No Lathing or Dry Wall To Be Done FIRE DEPAR ENT Until Inspected and Approved by the Building Inspector. Burner Street No. :Q—x L _ Smoke De .� SEE REVERSE SIDE �a CONTROL CONSTRUCTION FINAL REPORT 107.6.2 ON THIS 16th DAY OF Ju1Y 2014 BEFORE ME, A NOTARY PUBLIC DULY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS,PERSONALLY APPEARED Kanayo 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 Q93.294. 295 &296-14 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 ARCHITECT HEREBY CERTIFY THAT I HAVE ON THIS DATE July 16, 2013 INSPECTED THE PROPERTY LOCATED AT C 1,C2, C3 &C4- 80, 82, 84 & 86 (Street Address)Comapss �'v.... � AND FIND THAT THE LOCUS COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL RULES AN �, ��,A Or AL REGULATIONS OF THE CODES OF THE COMMONWEALTH. KAMAYO y, THEREFORE,I REQUESTA CERTIFICATE OF OCCUPANCY FOR THE ABOVE ADDRESS. !ALA y �--( No 2 710-0 ORIGINAL SIGNATURE& SEAL DA45�_ 'NAL + SUBSCRIBED AND SWORN TO BEFORE ME THIS 16th DAY OF Ju1Y 2014 PUBLIC(JANE P.SHERIDAN) MY COMMISSION EXPIRES: JANE P. SHERIDAN. Notary Public Commonwealth of Massachusetts AMY Commission Expires OStober 2, 2020 \i I CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: 13 B1dg,C-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: Nruth_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: WORKIN 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: ADDITIONS 10 FILED PLANS: STATUS OF COMPLETION:% 22.0%of the 15 buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BLII MING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala OF , DATE: June 25, 2014 c� KANAYO �. LALA C+ IVo.38710• tEK •` K f NORT/f O ttlD '6 6 I0- APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION �SSACHUs�t BUILDING PERNIIT# q — 13 ADDRESS/LOCATION OF PROPERTY: Map Parcel Lot Number n� SUBDIVISION: &a�1 M(,Cy_ ��•S 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 TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNAT Permit Issued to:_ "Inc . Address:_ ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW ❑ CONSERVATION PLANNING El/ DPW-WATER METER SEWER CONNECTION LAY DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW � y SIGNATURE File:Application for OC form revised Jan 2007/2011 D KANAYO LALA, P.E. BSCEM.ASCE,M.SEI,M.NSPE,M.I.E.(India),M.AMWS,M.ACI,M.ICC FOUR WEST ROAD ACTON,MA 01720 LIC.#33710-C(MA),9227(NI-I),84611(NY),32768(VA),7736(VT) to sJIsites oo-gie.co—site/IcanaNQW .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 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. / = KANAYo �4 LALA W. 33710-C �4 fSa NRL N6 Kanavo Lala �:utalulpla�u mi,ii�.c�,ni • PHONE(978)337-LALA KANAYO LAZA,P.E. BSCE,MASCE MSEI,M.NSPE,M.LE.(In"),MAMWS,MACI,M.ICC FOUR WEST ROAD ACTON,MA 01720 LIC.#33710-C(MA�9227(NM,S46110M,32768(VA),7736(V'I) llt�s:Usites�;oo�lc.con�/sitelkana�olalan�/ 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. OfM KAIVAYc) LALAv. No.33Y1Q.0 �o�f PG E `C ss Kanayo Lala PHONE(978)337-LALt1 50 Washington Street Suite 3000 Westborough,MA 01581 t 508.836.9500 Conner ation f 508.870.5975 Services Group www.csgrp.com IECC 2009 Duct Tightness Verification Pass / Fail Date: June 29th, 2014 Permit No.: Street Address: 82 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 AJ Heating and Cooling Postconstruction test M Total Leakage— 12 cfm/100 ft2 maximum allowed ❑ Leakage to outdoors—8 cfm/100 ft2 maximum allowed Testing result: 6.94 cfm/100 fe Rough-in test Tota/leakage Air Handler Installed? ❑ Yes— 6 cfm/100 fe maximum allowed ❑ No—4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 • Conservation Services Group © 2012 cm rl fmwr �� � L .. rINIXEma bra b 1=•p d- go c=j 4f1 b �r'° 3'l gyp• � �:�,d � t00 EXISTING b`` FOUNDATION BUILDING'A' CP}ti S,'ACr /"" -�•.,.+moi �' CERTIFIED PLOT PLAN ►aa unm um Me =Y LrZ3 an ears =V4 A= MM 0 TK AS;PMM, F= FM nM FEW=. M fII STM R3 DOWN MMS t€7i r MAN CNY �xrs ;=GM=G M== m r LLQ G F== TH3s RAN Is ter m rz tin m MIX I FE= a"= =nr sTrac nr-=' , an M L&.�=cX7= Ls Trrs. no cczm=rm is Ca ^Tmz7EZmaL Na is rumm mm WITH ra TMT nC WM=nM COV4 "Z r= LATELY i r=M M n In arm m nm FrUt FOUNDATION.AS-BUILT.BUILDING 'C" PAT= Q RX MERRIMAC CONDOMINIUMS i ROUTE 114, NORTH ANDOVER, MASS. Farc.wx. PROJECT Mi NAND13 SCALE, 1'=40' BRAVN BY+ PCG DATE+ 9/'5/13 ahr=� :`/,•' CHECKED BY+ SC SHT+ 1 REVIUSEDs DF+ 1 NORTH own of s E ndover O .:`:. 0 No. t = h , ver, Mass, 3 O LANE COCNICNlWICK � A°RwTEo S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System "00000- THIS CERTIFIES THAT ...............1.�.4 BUILDING INSPECTOR ...... ...... .... ............. .................................. ..................... khp 44 .................... Foundation has permission to erect .......................... buildings on ... .. 1—waA .. • ............. .... ..... Rough J. . to be occupied as ..... ........... .... ....................................................................... 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 ONT S ELECTRICAL INSPECTOR UNLESS CONSTRUCT ST Rough Service ............. .. .... ....................................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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 Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 2839031 .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 82 Compass Point 294-13 on 10/1/2013 New Single Family Townhome 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 Bldg.G 793 13 B1dg.E-381-14 PROJECT NAME OR NUMBER: Merrimack Condominiums 94,88,92,90 Compass Point,Units B 1,B2,B3&B4 STREET ADDRESS: 80,82,84,86 Compass Point Units Cl,C2,C3&C4 Compass Point,Units TOWN/CITY: NodAndo-ver, MA WORK: GENERALCONTRACTOR: 'TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE 4 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 ARCHITECT OF RECORD: Kanayo Lala �" DATE: October 23, 2013 V tic.33716C 1< �£S7e wt 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 13 400 Osgood Street,N Andover,MA 793 B1dg.E - 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, nits 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 "' DATE: October 23,2013 NADH. 4 Uu/1 No.337160 )� dao wt Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Superiisor License:CS-059359 TIMOTHY MAXRWW I.,, PO BOX 12 S GRAFTO"A 01560 r r , r Expiration _ Commissioner 01/24/2014 p� m,1. �ammoauveaOad4 Office of Consumer Affairs&B siness Regulation j ° HOME IMPROVEMENT CONTRACTOR }{ l Registration: y�143758 Type - { I. Expiration 7/219/2014 DBA BA OW BUILDING TIM BARLOW '' 13 DEPOT ST S.'C01:'TON,MA 01560 Undersecretary 1 Abe we#4#C= rmiwvwm - +r� TRUST m Mow Jay ttaw Lm 6kA� di tAT'A ` ol Jit� Y1, i ol EXISTING FOUNDATION `b BUILDING*A* c OPEN SPACr CERTIFIED PLOT PLAN KO mnt = MTDCM Ell I FLA C Ftt TMs t T. Tic Fia�TM AS d`U tea OT VMATE AM ZM= t==0= REGAMM sTktt Ttt= M FriPOM LDa ism TMs FLAN ts tw To tt Lem m E=T ro= QTM A=LL=Y sTmxTW=. M Ftm LANZ:CAP= Lum TMs CUZTr, ►T=t is tit-TT Nt7EM%V. . kO M ftRTIM KA= tai M TFC NAT TME V70ZPATM14 SWW HAS ts""FI.i LATELY Ft F'SM BY aw= Tit TMS M:34 FOUNDATION.AS-BUILT-BUILDING 'C" PATS C. , FU MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS, r , � Z- Farc.:sn PROJECT HOt NAND13 SCALE, 1'=40'3 GAFk R N32': DRAWN BYt PCG DATE, 9/5/13 CHECKED DYt SC SHTt 1 REVTUSEDt 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) '/z"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) 13 FT '/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 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. ASN Of„ KL MA cn=KL MA, O=KANAYO LALA, ou, email=KANAYOLALA@GMAIL. COM, C=US f�ry0 AL 1� 2013.02.2216:26:05 -05'00' AC-C)I�I V"AA) P.0011001 CERTIFICATE OF LIABILITY INSURANCE THIS CER7iFICA7E IS ISSUED AS RANG DATE(IIRrf/DLYYyyyJ.... CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY NEGATIVELY AINENp IViATTER OF INFORMATION ONLY ANb CONFERS NO RIG BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONS17TU1E A CONTRACT g �S UPON THE CERTlFlCATE HOLDER THIS 12 REPRESENTATIVE OR PRODUCER,AND , EXTEND OR ALTER Tl� COVERAGE AFFORDED 13Y THE POLICIES IMPORTANT: If the certificate holder Is an ADD TION GATE HOLDER, EEN THE ISSUING IiVSURER(S), AUTHORIZED the terms and conditions of the policy,certain pollciINSUREp' the pollcy(fes)must be endorsed, !f SUBROGATION iS Certificate holder In lieu of such endo.Gema g. y require an endorsement• A PRoatcER statemer►t on this certificate does not con j subject to Coonan Insurance Agenc CON ACT rights to the 267 Main Street Yr Ina. NgpE: E Oxford, MA 01,540 RAIL 508 987- 122 1'012800onani.nsurance.con o: (508) 987-7152 INSURED INSURE S AFFORDING COyERgGE 1NSURERA:Travelers MAIC# TJ-K, Inc. PO BOX 12 INSURER e INSURER C: South Grafton, MA 01560 INSURER D: INSURER E: COVERAGES CERTIFICATE NUMBER: INSURER F THIS!S TO CERTIFY THAT THE POLICES OF INSURANCE fJSTEp gQ ��B INDICATED. NOTWITHSTANDING ANY RECARREMENEVISION NUMBER: CERTIFICATE MAY BE ISSUED OR TERM OR COC3a1 ISSUED TO THE INS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.MITS SHOWN OND1TpN ANY CONTRACT ORO UREDO ABOVE FOR THE POLICY PB2)OD RANGE AFFORDED BY HE POLICIES pEg ER DOCUMENT WITH RESPECT TO WHICH THIS LTR 7YPEOFiNSURANCE L u R MAYt14VE REOUCmgypAlp SCR HEREN is SUB.ECT 710 ALL THE TERMS, BEETI CLAIMS. A GENERAL LIABILITY POU C1 NUMBER M� X COMMERCIAL GENERALLIABIUTY I-680-335M170-3- x 12 11/3/12 11//3/13/1 3 EACIfOCCURRENCE LIMITS CLAIMSMADEOCCUR DAMAGE TO RENTED S 1,000000 a 300 000 MED E)W(Anyone meal) g PCRSON4LdADVI 000 GEN'LAGGREGATELMITAPPLIES PER NJURY S 1 0000 000 X POLICY PRO- GENERALAGGREGATE S 2 AUTOMOBILE LIABILITY LOC PRODUCrs COMProF' 000OOO G s 2 000 000 ANYAUTD LOWNEO OMB NED SINGLE L IT $ AUTOS AS�SULED eacddart A1 BODILY INJURY Per S HIRED AUT03�VED i Damm) S BODtLY1NJURY(Peracddenl) S_ O UMBRELLA LIAR ere S o�cuR EXCESSUAB s CLAIMS.M CE EACH OCCURRENCE DEC RETENTIONS i VW RKERS CaINPENSATiON AGGREGATE S AND EMPLOYERS'LIABILITY ANY PROPRIEIOR/PARnIER/EXECUTNE YIN 1E_UB-9914X01.-3—J3. 1/26/12 1 2 OFFtCERIyfEMBEREXCLLOEp7 / 6/73 X WCSTATU OTH- (MyyarMgbry in NH) N/q nEs'�RIloNOOFFORERAT)ONSbebw EL.EHACCIOENr $ 100,000 E.L.CIS FASE-EAEMPLOYEE S 100.000 EL.DISEASE-POLICY LIMIT S 5500 000 CRIP71oNOFOPERATIONSIL.00ATION IvagCLES (AftdlACORp1VOI.ARe Nina I>oa k negl/-d) 71FICATE HOLDER CANCELLATION i SHOULD ANY OF THE A THE EXPIRATION DATEBOVE DESCRIBED POLICES BE CANCELLED BEFORE ACCORTHEREOF, NOTICE WILL BE DELIVERED IN DANCE WITH TELE POLICY PROVISIONS. 9 ) AUTHORIZED REPRESENTATryE 1 Cinder Davis ,i ;D 45(2010105) The ACORD name and logo are reglsteredmarks of AC RD CORPO Fax: (508 RATION. All rights reserved. 839-43.09 E-mail: `'? a z x 6k/ft 0 9 '' ti\ 2.8 1 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 . 5 ' 3 1 TL14X2.5 -1.9 4 5 1.6 2 ' J��25 N N H 3 1 ' 1 1.9 } 1� ALL TUBES ARE 1 / 8 " THICK 1.1 5�of KL MA >� M'H. G cn=KL MA, o=KANAYO LALA, ou, No.3nac a email=KANAYOLALA@GMAIL. fro �t "i 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 BRACKETMERRIMACK,.. CK 3ATCONY STE �CI RT TOP HORD - 21�21L `4 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 r, xa° fa — ksi N 4 -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 fksil G fksil Nu Therm \1 E...Densi k/ft... Yieldrksil R Fu ksi 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 A500 Gr.46 1 29000 1 11154 .3 .65 .49 46 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape Type Desi n List Material Design Rules A int I in4 Izz in443.2 in4 1 TU4X2.5 HSS4x2.5x2 Beam Tube A500 Gr.46 T ical 1.42 1.49 3.093 2 TU2X2.5 HSS2.5x2x2 Beam Tube A500 Gr.46 Typical .956 589 83312 Joint Coordinates and Temperatures Label X Iffi Y ft Z[fti Temp fFIDetach From Diar)... 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 Type Desian List Material Desian Rules 1 M1 N2 N5 TU4X2.5 Beam Tube A500 Gr.46 Typical 2 M2 N2 N1 90 TU2X2.5 Beam Tube A500 Gr.46 Typical 3 M3 N3 N4 TU2X2.5 Beam Tube A500 Gr.46 T tical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude k/ft F End Ma-qnitude[k/ft.Fl Start Location ft% End Location ft OX 1 M1 I Y 1 -.015 1 -.015 1 0 0 Member Distributed Loads (BLC 2 : SL) Member Label Direction Start Magnitudefk/ft.Fl End Maanitudefklft,Fl Start LocationLft.%l End Locationft% 1 M1 Y -.039 -.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 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 1 L2 1 Joint Boundary Conditions Joint Label X k/in Y k/in Z Fk/inl X Rot. k-ft/rad Y Rot.k-ft/rad Z Rot.k-ft/rad Footin [Al N1 Reaction Reaction Fixed I Fixed Fixed Reaction 2 N2 Reaction Reaction Fixed I Fixed Fixed Reaction RISA-3D Version 10.0.0 [C:\...WII 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 Tk1 Y k Z rkI MX k-ft MY fk-ftl MZ k-ft 1 3 N1 1.866 1 1.117 1 NC NC NC 1 -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[inI v linIz in x Rotate rad n L/v Ratio n L/z Ratio 1 3 M1 1 1 0 1 0 1 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 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 1 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 Axiairkl v Shearlkl z Shear k Tor ue k-ft - Mo... z-z Mo... 1 3 M 1 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 1 0 0 .067 15 1 5 2.879 .079 0 0 1 0 -.005 Member RISC 14th(360-10):ASD Steel Code Checks (Bv Combination) LC Member Sha a UC Max Loc ft Shear UC Loc ft Dir enc/om k Pnt/om k Mn /om...Mnzz/om... Cb E n 1 3 M1 HSs4x2.5x2 .295 0 .076 0 32.445 39.114 2.938 4.315 2.317 H1-1b 2 3 M2 HSs2.5x2x2 .674 3 .295 2 z 22.858 26.333 1.593 1.857 1 H1-1b 3 3 M3 HSS2.5x2x2 .227 0 .011 0 v 21.465 26.333 1.593 1.857 1.716 H 1-1 b `� N KL MA a � cn=KL MA,o=KANAYO LALA,ou, No.33nM �b IST CR°��° email=KANAYOLALA@GMAIL.COM,c=US 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 Compliance Certificate Project Title: 130625_Trust Merrimack C Energy Code: 20091ECC Location: North Andover,Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,144 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Unit C2 Turnpike Rd North Andover,MA Compliance: 3.1%Better Than Code Maximum UA: 326 Your UA:316 The Y 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 hone. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Ar.ea or R-Value R-Value or Door UA Perimeter U-Factor Floor SLAB:Slab-Ort-Grade:Unheated 21 10.0 16 Insulation depth:2.0' Wall LOWER LEVEL 2X6 EXT:Wood Frame,16"o.c. 168 19.0 0.0 5 Door SLIDER:Solid 40 0.290 12 Door 15 LITE BACK:Glass 40 0.300 12 SHGC:0.00 Wall SEPARATION 2X6:Wood Frame,16"o.c. 648 19.0 0.0 39 Wall 2X4 GARAGE:Wood Frame,16"o.c. 280 15.0 0.0 20 Door METAL FIRE:Solid 20 0.150 3 Floor ABOVE GARAGE:All-Wood Joist/Truss:Over Unconditioned Space 560 30.0 0.0 18 Wall 1ST FLOOR 2X6:Wood Frame,16"o.c. 464 19.0 0.0 20 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 Door SLIDER:Glass 80 0.290 23 SHGC:0.00 Wall 1ST FLOOR SEPARATION:Wood Frame,16"o.c. 488 19.0 0.0 29 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_UnitC2.rck Page 1 of 8 Gross Cavity Cont. Glazing Assembly Area or R-Value R-Value or Door UA Perimeter U-Factor Wall 2ND FLOOR 2X6:Wood Frame,16"o.c. 464 19.0 0.0 22 Window DH:Vinyl Frame:Double Pane with Low-E 95 0.290 28 SHGC:0.00 Wall 2ND FLOOR SEPARATION: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 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 C2 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_UnitC2.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. 20091ECC Prednspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Value Value 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]1 code compliance for lighting and w ❑Not Observable mechanicals stems.Systems serving .J multiple dwelling units must []Not Applicable 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: ❑Not Observable lapproved methods. Btu/hr Btu/hrNot �❑ Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 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_UnitC2.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 EM/o,P A."emblips table for [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not Comply values. P ❑ Heated ❑ Heated []Not Observable ❑Not Applicable 303.2, Slab edge insulation installed per ❑Complies 402.2.8 manufacturer's instructions. []Does Not Comply [FO2]' ❑Not Observable J []Not Applicable 402.1.1 Slab edge insulation depthAength. ft It []Complies See the table for [FO3]' F❑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 Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not Comply a. ❑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_UnitC2.rck Page 4 of 8 2009 IECC Framing I Rough-In Inspection Plans Verified Field Verified Value Value Complies? Comments/Assumptions 402.1.1, Door U-factor. U- U- ❑Complies See the FnvelnnP Ascrmhliwc table for 402.3.4 ❑Does Not Comply values. [FR1]' I ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See theFnvrtnne a��,nnrP�table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, ❑Not Observable 402.5 402.5Not Applicable 303.1.3 1.1-factors of fenestration products are ❑Complies [FR4]' determined in accordance with the ❑Does Not Comply :J 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- iODoes Not Comply factor of 0.75 in Climate Zones 4-8. r❑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 that do not exceed code limits. ❑Not Applicable 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 75 Pa. ❑Not Observable ❑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 403.2.2 Al 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 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply 13 ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids above R- R- ;❑Complies [FR17]2 1105 T or chilled fluids below 55°F ❑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 insulated to R-2. i❑Does Not Comply u ❑Not Observable I❑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) 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_UnitC2.rck Page 5 of 8 2009 IECC 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 l []Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the jEawJQUP a&RPmnuPs table for 402.2.5, Wood ❑ Wood ❑Does Not Comply values. 402.2.6 Steel ❑ Steel ❑Not Observable [IN1]' ❑Not Applicable �J 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturers instructions,and in ❑Does Not Comply [IN2]' substantial contact with the underside raj of the subfloor. ❑Not Observable []Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- 1OComplies See the Envelogn assPmhUen table for 402.2.4, mass wall with at least%of the wall ❑ Wood Wood 113Does Not Comply values. 402.2.5 insulation on the wall exterior,the Mass ❑ Mass ❑Not Observable [IN3]' exterior insulation requirement Steel Steel ❑Not Applicable ;4 applies. 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 J 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 ❑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. El Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is installed ❑Complies [IN11]' per manufacturer's instructions. ❑Does Not Comply J ❑Not Observable ❑Not A plicable Additional Comments/Assumptions: 11 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_UnitC2.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 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. ❑ Steel ❑ Steel []Not Observable [FI1]' R-30 may be used for 500 ft'or 20% []Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturers instructions.Blown ❑Does Not Comply [FI2]1 insulation marked every 300 ft2. []Not Observable �! []Not Applicable 402.2.3 Attic access hatch and door insulation R- R- ❑Complies [F13]' 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 �❑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-burning fireplaces have ❑Complies [FI8]2 igasketed doors and outdoor []Does Not Comply combustion air. ❑Not Observable []Not Applicable 403.2.2 Post construction dud tightness test cfm cfm []Complies [FI4]' result of 8 cfm to outdoors,or 12 dm ❑Does Not Comply 19 across systems.Or,rough-in test ❑Not Observable result of 6 cfm across systems or 4 []Not Applicable cfmwithout air handler.Rough-in test verification may need to occur during Framing Inspection. 403.1.1 j Programmable thermostats installed ❑Complies [FI9]2 !on forced air furnaces. ❑Does Not Comply y, I ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [FI10]2 heat pumps. []Does Not Comply a. ❑Not Observable []Not Applicable 403.4 ,Circulating service hot water systems ❑Complies [F11 1]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 `'J []Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. ❑Does Not Comply []Not Observable I ❑Not Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies [F120]3 Covers on pods heated over 90 OF []Does Not Comply _'J IIII are insulated to R-12. []Not Observable []Not Applicable r164.1 50%of lamps in permanent fixtures ❑Complies ]1 are high efficacy lamps. []Does Not Comply []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_UnitC2.rck Page 7 of 8 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 [Fl 1813 and water heating equipment have ❑Does Not Comply J 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 C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust_Merrimack_C_UnitC2.rck Page 8 of 8 ,00^l, 2009 0ECC Energy IV [ Eguficosncv cee t cee Wall 19.00 Floor 30.00 Ceiling I Roof 38.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: ? '-y�,i�$ r?i[ t.h ✓ 5�. �� �-sa,{-�{p3h.7s r e�sEiT ua:"''3��i3 nl`"!'�>y,�§44t --4s Name: Date: Comments: