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Home My WebLink AboutBuilding Permit #296-13 - 86 COMPASS POINT ROAD 9/30/2013 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: I PORTANT: Applicant must complete all items on this page LOCATION (0 eo,t tint PROPERTY OWNER Print 100 Year Old Structure yes MAP NO: PARCELI/b3zONING DISTRICT: Historic District yes Machine Shop Village yes o TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ElAddition ATwo or more f11ly ❑ Industrial El 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: SIF 10 w N3 Identification Please Type or Print Clearly) OWNER: Name: )i Phone: Address: CONTRACTOR Name: �` '� Phone: Address: �. Ebk 17, M 4- Supervisor's Supervisor's Construction License�J 175 l Exp. Date: t Home Improvement License: )lJ Exp. Date: I ARCHITECT/ENGINEER A J lqf�- Lpr Phone: Address: -�C • � 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: $ /� -7-71 FEE: $ �J �' —A- o� Check No.: 0 71�e ( Receipt No.: NOTE: Persons contracting ith unregi tered contractors do not have access to the guar tty fund Signature of Agent/Owner Signature of contractor 1 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans Location 1D 1 No. Date °�I • TOWN OF NORTH ANDOVER . Certificate of Occupancy $ Building/Frame Permit Fee $I- ` � Foundation Permit Fee $ Other Permit Fee $ TOTAL $ f i Check#� Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ .. Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Siqnature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Siqnature& Date Driveway Permit DPW Tow;,- ]Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street Fire Departmerit 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 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 ❑ 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 cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the app,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'Ated with the building application Doc: Doc.Bui?ding Permit Revised 2012 W4 J 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 1001001.1.1.2.0241.0000.0.433500. ELEC 1001001.1.1.2.0241.0000.0.433400.PLB 1001001.1.1.2.02,41.0000.0.433800.GAS 2.rI 11 I ObU00. woo. o , X3'1'goo gyp. c)D COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER NUMBER DATE: 2jo 2-ot+t&. I To the Accounting Officer: The above is a d tailed list of moneys collecte y me, a unting in the aggre / To sum of v(� - C,-\-4 '-- / Dollars, For the Perio ing b 2-0,0 which I have paid to the Town Treasurer,whose receikjl hold there r. L TITL White: Departmental Copy Pink: Accounting Yellow: Treasurer Y Location No. Date TOWN OF NORTH ANDOVER Certificate of OccupancyBuilding/Frame Permit FeeFoundation Permit FeeOther Permit Fee 4iio TOTAL $ Check# 916 Building Inspector oH0RYpt o r. s SSAC/M1`'E CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 296-13 on 9/30/2013 Date: August 20, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 86 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 01.786 Buil ng Inspec or Fee: PrePaid $100.00 Receipt: 26928 Check : 7761 NORTH ow- n of Andover Ao : - r+ No. h , ver, Mass, �/_ COC NICNlWtCK V ryd RATED S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT BUILDING INSPECTOR ............ ....... ........ .................................................................. ........................ has permission to erect buildings on 810 1111C • Foundation , to be occupied as .....T....�� ................................................................... Chimneys At u 0 ..,��q�i 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. Final / PERMIT EXPIRES IN 6 MONTlf ELECTRICAL INSPECTOR UNLESS CONSTRUC I N Service .......... .... .......................................... BUILDING INSPECTOR 0j, dG GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough POZ Display in a Conspicuous Place on the Premises — Do Not Remove Finai No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. � I Smoke Det. T' SEE REVERSE SIDE ,Smoke 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 Kanavo Lala WHO BEING DULY SWORN,DEPOSES AND SAYS THAT HE HAS S UPERVISED THE CONSTRUCTION OF C1, C2, C3 & C4- 80, 82, 84 & 86 Compass Point North Andover,MA (Street Address) (City/Town) UNDER PERMIT#293.294.295 & 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 REQUIRED 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 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 ALL RULES REGULATIONS OF THE CODES OF THE COM MON WEALTH. r'""-" . s; KANAYO THEREFORE,I REQUESTA CERTIFICATE OF OCCUPANCYFOR THE ABOVE ADDRESS. ' R LATA ORIGINAL SIGNATURE& SEAL DA �� ,ANAL SUBSCRIBED AND SWORN TO BEFORE ME THIS 16th DAY OF MY 2014 NOTA PUB LIC(JANE P.SHERIDAN) MY COMMISSION EXPIRES: JANE P. SHERIDAN Notary Public Commonwealth of Massachusetts My Commission Expires October 2, 2020 NORrh OF tLIeO 61ti +6 DO !O- p yy APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION T tib � 09A axw�wi..K��r 6p"T "'~� CHUBUILDING PERMIT# �SSAS�� ADDRESS/LOCATION OF PROPERTY:_L)qt�- —,,r�-I, Qj �� 5 06 n �' Map Parcel I Lot Number n� SUBDIVISION: &C-( �Macy- 14)ojr)+s DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY:_�f ) l 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: i Address:_. P� 4�01� o� f '�' (�(�• �S�,C ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW❑ CONSERVATION 13 PLANNING ❑ DPW-WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 50 Washington Street Suite 3000 Westborough,MA 01581 t 508.836.9500 Cons,5ralonf 508.870.5975 Services Group www.csgrp.com IECC 2009 Duct Tightness Verification Pass / Fail Date: June 29"', 2014 Permit No.: Street Address: 86 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,327 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 ® Total Leakage — 12 cfm/100 ft2 maximum allowed ❑ Leakage to outdoors—8 cfm/100 fe maximum allowed Testing result: 11.6 cfm/100 fe Rough-in test Total leakage Air Handler Installed? ❑ Yes— 6 cfm/100 ftz maximum allowed ❑ No —4 cfm/100 ftz maximum allowed Testing result: cfm/100 ftz Conservation Services Group © 2012 low 06 KM3=MRS WNCT 4 0 FEW mr Liv =L Wnm L Thr, NA Cra 8 . &Lay C $Q' b EXISTING b t FOUNDATION! BUILDING'Am P A D PC CPE N 5 ACt. b 'Stl� CzTr CERTIFIED PLOT PLAN tourpmUmrD= � � = E T$ =r A= MM CH a , R fM M nO c�n,M TE UM AS r= IM vMAM = Mrs �-� M r u c7tt"Ts. ras Rta Is fm M IM U= M a=I M= aT►m 1-A3Y STS, Cm ro L&,C=.WOM LIMM ,'t Trac C=nmTm z$ rat- nL fm is rumeR mm vr" ra "OT "a rowmnm MV4 it"...f' rm ==TMY no== EY na aw= m nm rmt FOUNDATI .A - UIL'T. ILII 'C' PAT+'= Q Wr= FW MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. tri:,, .► tt r;�l;•. /'i Patr.:.zK. ,;��.� PROJECT K31 NAND13 SCALE, 1'=40' R #I. i DRAWN BYs PCG DATES 9/5113 CHECKED BYo SC SHTo 1 a y" REVIUSED OTI 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: Menimack Condominiums 80,82,84,86 Compass Point Units Cl,C2,C3&C4 STREET ADDRESS: TOWN/CITY: North Andoy= 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 ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 22.0%of the 15 buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUiLD19G CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS _ ARCHITECT OF RECORD: Kanayo Lala Off DATE: June 25,2014 KANAYO H. LAL A y iVo.33�10• ` KANAYO LALA,P.E. BSCE,M.ASCE,M.SEI,M.NSSP RO MAMWS'MACI,M.ICC �,O ACTON,MA 01720 LIC.#33710-C(MA),9227(NI),84611(NY),32768(VA),7736(V'I) lettjs{ .11sites:gogg te.co�Io Ltelk'rna�olal / 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. KANAY0 � K � LALA No:3371 Q-C Kpga o L la 1:<ut'iI of"AI(d'44 11 a 11.c0131 PHONE(978)337-LALA - KANAYO T AI.A; P.E. • BSCE,MASCE,MSEI,M.NSPE,M.I.E.(India),MAMWS,MACI,M.ICC FOUR WEST ROAD ACTON,MA 01720 LIC.#33710-C(MA),9227W,Wil(M,32768(VA),7736(VT) lu s:!lsites•vo�le.coaysitaalla�alalape/ 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. KAWYO H. LALA V Ply. 33➢Z p.� TE Kano Lala PHONE(978)337-T.ALA kav; l:?l a u s=i?�,�rl_cctm OAO oTN 1N O M f'y 4 C'H115E�9 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 296-13 on 9/30/2013 Date: August 20, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 86 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 Buil ng Inspec or Fee: PrePaid $100.00 Receipt: 26928 Check : 7761 Enter construction cost for fee cal - Norah 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 86 Compass Point 296-13 on 10/1/2013 New Single Family Townhome NORTH Town of t EAndover O - 0 No. d..96 _ - - �� Z S�l • so 20 rs � � h , ver, Mass, COC L ew�cw 1' S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ,,,,,,,,,,,,,,, ,,,,,,,, BUILDING INSPECTOR ............ ... ........ .................................................................. Foundation has permission to erect ......... buildings on .810....co foz........... .................... � Rough tobe 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 MONT ELECTRICAL INSPECTOR UNLESS CONSTRUCI N S S 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 CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Ten TO: Building Commissioner-Permit Number Bldg.B -790-13, 791-13,792-13,793-13 400 Osgood Street,N Andover,MA Bidg.0 793 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: North Ando-yer, 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 ARCHrrECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala � 6 DATE: October 23,2013 LALK Na 337160 fSSYO Ili IG . CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO. Ten Bldg.B - 790-13, 791-13, 792-13, 793-13 TO: Building Commissioner-Permit Number 400 Osgood Street,N Andover,MA 793 13 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 LLB" 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 LLE". 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 �e of� ARCHITECT OF RECORD: Kanayo Lala K"Y* DATE: October 23,2013 $ H. LALA No.337160 �� X70 Al Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supen icor License: CS-059359 TIMOTHY M 13XRLOW PO BOX 12 S GRAFTON:MA 01560 ' J.�G+.•- ��4+`� Expiration commissioner 01124/2014 �/iLaaoccdEuackd ate\ Office of Consumer Affairs&B smess Regulation VBAROW HOME IMPROVEMENT CONTRACTOR Registration ,'143758 TYPeExpiration 7312014 DBAC BUILDING_ ? d TIM BARLOW 13 DEPOT ST S.'rgxrYON,MA 01560 Undersecretary , a low wnOvr+ ,. .,•• .. m mw JOY ?I<1Yt .a Loo Lpot TCSd f,"A Cpm b A83=&UAV 4 LOT 93 Aa, b Ov 4w .a EXISTING FOUNDATION ` " b BUILDING"A" ._ O Q' 4 (b P A !) .f c�n �+ ` " DPF ` SOACt b 5t tee CERTIFIED PEAT PLAN KD Of USE DffEH= ter L04:11 9M EA.MOM tKDV3 A= =0 W3 TIC AFFOM, Fug FMT= ter. M FO t=T= AS r=S OT VIIf1.ATE CNY ffi:= s RM:Z= M=T= TO FaFM" LDa arsm THIS FL&4 12 tom' TO Tl ti= TO MM I FEK= MVM =W-M STUTEs. On rin uec=Ap= t.I= r'l TKM C£RTMATMN t3 ta!-TF.A"t5TE 3T LE. 00 tS F=t= VnW TIC TKV THE TM4 SHOWN FM EZM A=rtAYMY Ftp DY FOUN ATIO _AS-BUILT. UIL DING Ta? PAS r- MERRIMAC CONDOMINIUMS i :; ROUTE 114, NORTH ANDOVER, MASS, ,4Fati;Cn PROJECT N11NAND13 SCaLEl 11=40' n i cs+ ;r,' DRAWN BYo PCG DATE, 9/5/13 -il tf ''�`�� 4. CHECKED HYD SC SHTi 1 ,. REVIUSEDs OFi I L71 —�-1 KANAYO LALA, P.E........-02/18/2013 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 10OMPH 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 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) %"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) %11 OSB WITH 6D 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. KL MA j~ cn=KL MA, o=KANAYO LALA, ou, H. � 1AUw email=KANAYOLALA@GMAIL. ,O.33n" f Is % ` COM, c=US f5510 AI. { _-_ 2013.02.2216:26:05 -05'00' -acoRlc►� uAA) P.001/001 CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED ASA DA Te( /D1rY'YrY'�) CERTIFICATE MATTER OF INFORMATION ONLY AND CONFERS NO RIG BELOW. THSDCERTIFICATEFOF 1 SURANCE POE Ly OR NEGATIVELY NQ GOfVSEND Il 19/I2 VERA THE CERTIFlCATE HOLDER THIS REPRESENTATIVE OR PRODUC , EXIEND OR ALTER THE COVERAGE AFFORDED IMPORTANT: if the Certificate holder a n ADD nON CATS HOLDER TE A CQNTRACT BETWEEN THE �` THE POLICIES the terms and conditions of the policy,,certain policies 111U1NG INSURER(S), AUTyORiZED AL'INSURED,the policy(ies)must be endorsed. if SUBROGATION IS WAI certificate holder In lieu of such andorsce Po Y regtlIre an endorsement q PRODUCER statemer►t an this certificate does not conll n subject to Coonan Insurance A CONTACT rights to the 267 Main Street gcY, Inc. NAME: E Oxford, MA 01540508 987- 122 F D PSL o: (508) 987-7152 Tam�+coonani.nsurance.cam INSURED INSURE S AFFORDING COVERAGE INSURER A:X-ravelera NAIL# Tom, Ino. INSURER 8: PO Box 12 INSURER C South Graft0i MA 01560 INSURER D: INSURER E: COVERAGES CERTIFICATE NUMBER; lILSURERF: THIS!S TO CERTIFY THINL)ICAT THE POLICES OF INSURAN ERTI I NOTIMTHSTANDING ANY RE4UIREMENT L15iED B@ ��B REVISION NUMBER: CERTIFI MAY )SSUED OR TERM OR CONDITION EEN ioSUED.TO THE INSURED Nf►&►ED ABOVE FOR THE MAY PERTAIN,THE INSURANCE AFFORDED BY TrE Pp(�C SNY CoODES�t�BED HEREN is SUBJECT TO PQL ICY PERIOD E)6CLUS10NS AND CONDITIONS OF SUgi POLICIES.LIMITS SHOWN DOCUMENT WITH RESPECT TO WHICH THIS TR TYPE OF INSURANCE L u R MAY HAVE BEEN REIX10E17 BY PAID ALLTHE TERMS, A, GENERALrLIll POUGYNUMBER CLAIMS, I-680-335M170-3- M�o DAY X COA'IMERCIALGENERAL iI,4B1lTY 12 11/3J12 11/3/13LIMITSCIAIM 4AADE EACH OCCURRENCE UJOCCUR DAMAGE TO RENTED S 1O00 000 S 300 000 MED FJW(Anyone emai) S RSOML6ADVl 5 000 GEN'LAGGREGATELMITAPPLIES PER WURY S ]. 000 000 X POLICY PRO- GENERAL AGGREGATE S 2 000 000 AUTOMOBILE LIABILITY LOC PROD UCT$.CpMPlOP A(aYl S 2 000 000 ANYAUTO OA$NEDSINGLEL n S AU SCHEDULED CHEEDULED aecadart 1 AUTOSAUTOS BODILYINJURY er 3 HIRED AUTOS P __Z"O 1MIE0 i AMM) S BODlLYINJURY(Perscc{deni) S "— UMBRELLALIAB OCCUR arOaoci S EXCESS LIAR g CLANS-WOE EACH OCCURRENCE Dm RETENTIONS S V1pRKEIZS COMPENSATION AGGREGATE S ANDEMPLOYERS ARTN l IE-RJB-9914N01-3-11 1/26/12 1/26!x3 X VVCSTATU OTH- AFFICER REEIORPARTNEREXECIlTArE YIN (Mande"in N R ENq IpEp7 _0 N/A lHyyaaaMalory in NH) ,�,f DES�RIPe�TiONOOFFOPERAT10NSbebw EL.EgC"ACCIDENT $ 100,000 E.L.DISEq -EAEMPLOYEE S 100,000 EL.DISFASE_POLICYUMrr s 500 000 CRIP710NOFOPERATIONS/LOCATION3,VB*CLES(At4d1ACORD101.Ad*b.W Romd.S ."Nva Pecs ra nqU red) d ;TIFICATE HOLDER 1 CANCELLATION I t SHOULDANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE ; THE EXPIRATION DATE THEREOF # ACCORDANCE WITH THE POLICY PROVISIONS. WILL BE DELIVERED IN AUMORI7ED REPRESENTATIVE .1 Ci.nd�y Davis ;I tD 25(201 o/05) ©1988 2010 ACORD CO t., The ACORp name and logo are reglatered marks of ACORD Rl'ORATION. All rights reserved. Fax: (508) 839-43.09 E-Mail: `± X 6k /ft 09 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... 3 .Y u -X 311 . 5 ' TU4X2.5 1.9 4 5 1.6 2 ' J��25 N X N H 3 1 ' 1 1.9 ALL TUBES ARE 1 / 8 " THICK 1.1 Of„ KL MA H. cn=KL MA, o=KANAYO LALA, ou, A No.-33714C email=KANAYOLALA@GMAIL. fSSIC AL �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-... MFRRIMAL, �T� I �CKET TOP CHORD - 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 .884at0ft 0 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 " v v , u,r -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[ksil G fksil 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 11154 .3 .65 .49 46 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape TvpeDeSIIn List Material Desi n Rules A int I in4 Izz in4 J in4 1 TU4X2.5 HSS4x2.5x2 Beam Tube A500 Gr.461 Typical 1 1.42 1.49 1 3.09 3.23 2 1 TU2X2.5 I HSS2.5x2x2l Beam I Tube IA500 Gr.461 Typical 1 .956 1 .589 1 .833 1.12 Joint Coordinates and Temperatures Label X ft Y ft Z rftI Tem 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/Sha eT e Design List Material Design Rules 1 M1 N2 I N5 I 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 Typical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location[ft,%j End Location ft OX 1 M1 I Y 1 -.015 1 -.015 1 0 1 0 Member Distributed Loads (BLC 2 : SL) Member Label Direction Start Ma nitude k/ftF End Maanitudelk/ft,Fl Start Locationft%l End Location ft% 1 M1 I Y 1 -.039 1 -.039 1 0 0 Member Distributed Loads (BLC 3 : LL) Member Label Direction Start Ma nitude k/ftF End Ma nitude k/ft F Start Locationrft.Yol End Location ft 1 I M1 Y 1 -.06 -.06 0 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 Yes Y 1 8 Y -1 2 LL Yes Y 3 8 4- I 3 ALL Yes Y L1 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 Footing 1 N1 Reaction Reaction Fixed I Fixed I Fixed Reaction 2 N2 Reaction Reaction Fixed I Fixed I Fixed Reaction RISA-3D Version 10.0.0 [C:\...\All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 1 14 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 rkl Y[kI Z[k1 MX fk-ftl MY k-ft MZ[k-ft] 1 3 N1 1.866 1.117 1 NC NC NC 1 -1.035 2 3 N2 -1.866 1.626 t NC NC NC 1.58 3 3 Totals: 0 2.74a--j 0 4 3 COG (ft): X: 2.239 Y: 2.99 Z: 0 Member Section Deflections LC Member Label Sec x in'! y[inI z finl x Rotate rad n L/v Ratio n L/z 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 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 1 .004 0 0 1 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 Axial k Shear[k] z Shearrkl Tor ue k-ftj v-v Mo... z-z Mo... 1 3 M1 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 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 Sha a LIC Max Loc ftShear LIC Loc ftDir Pnc/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 H 1-1 b 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 1 011 0 21.465 26.333 1.593 1.857 1.716 H 1-1 b � N KL MA YO cn=KL MA,o=KANAYO LALA,ou, No.3371M ,Fs'01ST ��° email=KANAYOLALA@GMAIL.COM,c=US AL l<_ , 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 t 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: 13% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Unit C4 Turnpike Rd North Andover,MA Lam• 3 Compliance: 4.1%Better Than Code Maximum UA: 366 Your UA:351 The%Better or wase 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 Cavity Cont. Glazing Assembly Area or R-Value R-Value or Door UA Perimeter U-Factor Floor SLAB:Slab-On-Grade:Unheated 42 10.0 32 Insulation depth:2.0' Wall LOWER LEVEL 2X6 EXT:Wood Frame,16"o.c. 416 19.0 0.0 20 Window DH:Vinyl Frame:Double Pane with Low-E 30 0.290 9 SHGC:0.00 Door SLIDER:Solid 40 0.290 12 Door 15 LITE BACK:Glass 20 0.300 6 SHGC:0.00 Wall SEPARATION 2X6:Wood Frame,16"o.c. 132 19.0 0.0 8 Wall 2X4 GARAGE:Wood Frame,16"o.c. 215 15.0 0.0 15 Door METAL FIRE:Solid 20 0.150 3 Floor ABOVE GARAGE:All-Wood Joistlrruss:Over Unconditioned Space 520 30.0 0.0 17 Wall 1 ST FLOOR 2X6:Wood Frame,16"o.c. 748 19.0 0.0 34 Window DH:Vinyl Frame:Double Pane with Low-E 117 0.290 34 SHGC:0.00 Window BAY:Vinyl Frame:Double Pane with Low-E 21 0.270 6 SHGC:0.00 Door SLIDER:Glass 40 0.290 12 SHGC:0.00 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_UnitC4.rck Page 1 of 8 Gross Glazing Cavity Cont. Assembly Area or or Door UA Wall IST FLOOR SEPARATION:Wood Frame,16"o.c. 306 19.0 0.0 18 Floor 2nd Flr Cantilever.All-Wood JoistlTruss:Over Outside Air 12 30.0 0.0 0 Wall 2ND FLOOR 2X6:Wood Frame,16"o.c. 765 19.0 0.0 38 Window DH:Vinyl Frame:Double Pane with Low-E 64 0.290 19 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. 306 19.0 0.0 18 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 C4 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_UnitC4.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 Pre4nspection/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]' code compliance for lighting and ❑Not Observable 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: ,❑Not Observable approved methods. Btu/hr Btu/hr ❑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_UnitC4.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 table for [FO1]' ❑ Unheated E] Unheated f❑Does Not Comply values. J E] Heated ❑ Heated ❑Not Observable []Not Applicable 303.2, Slab edge insulation installed per II❑Complies 402.2.8 manufacturer's instructions. []Does Not Comply [FO2]' []Not Observable ❑Not Applicable 402.1.1 Slab edge insulation depthAength. It ft ❑Complies See the F=In P Asspmhfips table for [FO3]' ❑Does Not Comply values. J []Not Observable ❑Not Applicable 303.2.1 A protective covering is installed to ❑Complies [FO 1112 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 [FO12]2 controls installed. []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 C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack C\RESchecks\130625_Trust Merrimack_C_UnitC4.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 I See the table for 402.3.4 ❑Does Not Comply values. [FR1]' ` ❑Not Observable II ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- !❑Complies See the table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, ❑Not Observable 402.5 402.5 []Not Applicable [FRJ 1 303.1.3 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]1 listed and labeled as meeting ❑Does Not Comply AAMANVDMA/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 a 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]1 R-8.All other ducts in unconditioned R- R- ❑Does Not Comply :J 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 j 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply f []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids above R- R- ❑Complies [FR17]2 105 OF or chilled fluids below 55 OF []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 ❑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) 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_UnitC4.rck Page 5 of 8 20 09 Insulation Inspection Plans Verified Field Verified Value Value Complies? Comments/Assumptions 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- '❑Complies See the_Fnvelane Ass®mnlies table for 402.2.5, ❑ Wood ❑ Wood []Does Not Comply values. 402.2.6 ❑ Steel ❑ Steel ❑Not Observable [IN1]' [:]]Not Applicable 3032, Floor insulation installed per ❑Complies 402.2.6 manufacturers instructions,and in []Does Not Comply [IN2]' substantial contact with the underside of the subfloor. ❑Not Observable l []Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Fnvelnoe Assemnlies table for 402.2.4, mass wall with at least%of the wall ❑ Woo ❑ 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]1 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 requirements. '[]Not Applicable 303.2 Sunroom wall insulation installed per ❑Complies [IN9]1 manufacturer's Instructions. []Does Not Comply ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- ❑Complies [IN10J' 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 r1N .2 Sunroom ceiling insulation is installed ❑Complies 1]'' per manufacturer s instructions. []Does Not Comply ❑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_UnitC4.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-j R- R- ❑Complies See the table for 402.2.1, 30 is required,R-30 can be used if ❑ Wood [J Wow ❑Does Not Comply values. 402.2.2 insulation is not compressed at eaves. ❑ Steel ❑ Steel []Not Observable [FIIJ1 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 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- [ Complies [FI3]1 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 J' instead be met via visual inspection, in which case verification may need to ❑Not Applicable occur during Insulation Inspection. 402.4.3 Woo d-buming fireplaces have ❑Complies [FI8]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 [F14]1 result of 8 cfm to outdoors,or 12 cfm '❑Does Not Comply across systems.Or,rough-in test result of 6 cfm across systems or 4 []Not Observable 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 [FI10]2 heat pumps. ❑Does Not Comply ,. ❑Not Observable []Not Applicable 403.4 Circulating service hot water systems ❑Complies [FI11]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 [FI 19]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 ,. are insulated to R-12. � []Not Observable []Not Applicable 404.1 50%of lamps in permanent fixtures ❑Complies [FI6]1 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 C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625_Trust Merrimack_C_UnitC4.rck Page 7 of 8 2009 IECC LFinal Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 Compliance certificate posted. ❑Complies [F[7]2 []Does Not Comply 1 ❑Not Observable []Not Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [FI18]3 and water heating equipment have []Does Not Comply `I been provided_ ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 I 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_UnitC4.rck Page 8 of 8 �®®g G ECC Energy fficoancv CGFUftats 'no t t +.n xt dKi i Wall 19.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments: