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Building Permit #580-13 - 100 COMPASS POINT ROAD 2/28/2013
Z5Z TOWN OF NORTH ANDOVER G APPLICATION FOR PLAN EXAMINATION Permit NO: o ©� C Date Received Date Issued: MPORTANT:Applicant must complete all items on this age LOCATION IDC �i tYIQCtS S & 10T ` Print PROPERTY OWNER &(((_l eO C(C� Print 100 Year Old Structure yes no MAP NO: tO6 PARCEL: ZONING DISTRICT:=L[-- Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ,New Building ❑ One family ❑Addition )(Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain Wetlands ❑ Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: :3 b2,�rcxDm K, 60�- (q U)(Jk� of) Identification Please Type or Print Clearl ) OWNER: Name: Pfau &>LLC 41�ACr14 ni -c-,-n &.rl P(Phone: Ct SSI 3c� Address: 51 V)-� .Se 7Df T .� by c.. -1 CONTRACTOR Name: _T�S%C Phone: Som 3c-)�t33`( _ E ss: j;nv- l7 S, (c _- +ori s Clstnvisor's Construction License:( (�S�i 1 Exp. Date: Z Improvement License: \c.1. S Exp. Date: Z ARCH ITECT/ENGINEER ��n (ILL-- Phone:�_�i�`'"l Address: 61ler ' )A Aeko M(". Reg. No. -33 l FEE SCHEDULE:BULDING PERMIT.,$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 1 C , , FEE: $ . c�0 3 Check No.: 76 6� ;> Receipt No.: 6� NOTE: Persons contracting with unregistered contractors do not have access t t aranty fu d Signature of Agent/Owner Signature of contract Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stam ed Plans ❑ Location , 00 U�'A5S �__Ic Ii— No. _5—�:O —13 Date .c- ® ' TOWN OF NORTH ANDOVER 5�A rLr:n I ' a Certificate of Occupancy $ /oG � s Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $3, ? •Do Check#-76-" 26178 Building Inspector Location No. Date r • - TOWN OF NORTH ANDOVER • ��y�tr:t�rh��` • • n Certificate of Occupancy $ � � Building/Frame Permit Fee $ ' Foundation Permit Fee $ �. Other Permit Fee TOTAL B Check# 7 7 u 6ding 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 `3 Signature '-�l Q"o' COMMENTS q'.) - l`( o� �cr� k�vrQa-e' HEALTH Reviewed on Signature COMMENTS 0 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments <,Conservation Decision: Comments Water & Sewer Connection/si natur DrivewaV Permit C �� DPW Thum Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 MainStreet Fire Department signature/date . _ -/� Z 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 El Notified for pickup - Date E Doc.Building Permit Revised 2010 Building Department The foliowing 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 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 . i PLAY AREA / SWINGS, SEESAWS JI GONSE / B2 UNIT TYPE UNIT TYPE: EE / Bl (v UNIT TYPE: EE B4 2�, UNIT TYPE: EE C Dc UNIT STYPE: EE UNIT TY 1001, J6' C4 Q 26' UNIT TYPE:BB—' A3 X 3�, UNIT TYPE: BB U P L A N D OPEN SPACE % 36 4 26 A2 _ \ UNIT TYPE: BB X X BY-LAW 75' VERNAL o POOL SETBACK LINE � A UNIT TYPE: 1313-1 BY-LAW 50' VERNAL POOL SETBACK LINE / cl CKS & -BALCONIES NOTE: 8 co ARCH, DECK, STAIRS & BALCONY �r A._T1C1M.S___ TOWN OF NORTH ANDOVER SCHEDULE OF DEPARTMENTAL PAYMENTS NUMBER DEPARTMENT: BUILDING DATE: (5 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 WOOD a . 0o a 0 o 0,431TD0 15, tSZ COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER NUMBER DATE: To the Accounting Officer: The above is a d tail list of money collected by me,amounting in the aggregate To sum of � Dollars, For the Perio ndl g d .2++14 which I have paid to the Town Treasurer,whose receipf I hold therefor. 4s� TITLE White: Departmental Copy Pink: Accounting Yellow: Treasurer 11-Sep-13 Check No# $Amt. 7673 $5,000.00 7674 $5,000.00 7675 $5,000.00 Total $15,000.00 Location_ & /]GSS M No. � Date /a • ' TOWN OF NORTH ANDOVER • Certificate of Occupancy $ ■ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee 7 $. 1� TOTAL Check#-76 � 26834 Aiding Inspector r Location r _ No. ST-91 ^1j Date l3 . - TOWN OF NORTH ANDOVER • Certificate of Occupancy $ " Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee TOTAL �ft4 '.��6 $ 001 Check# X79' Inspector Location No. Date '1 SZ/3 • ' TOWN OF NORTH ANDOVER • � D 7�6' . • � Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee TOTAL ;. i 1 / f ' $ n r9�� Check# 7 y 6 Vj(('q� 1 U /_.u1ding Inspector �ORY{y j Town of t No. h ver, Mass, COC«IC«l WICK V �a pDRAT�D PPP��S S U BOARD OF HEALTH LD - Food/Kitchen PERMIT T Septic System THIS CERTIFIES THAT ......... � .�.�n .0 c�...'�. ......................................... ......................... BUILDING INSPECTOR . ... .. ..... .... ..... .. � Fou ation has permission to erect .......................... buildings on ............................�.�. .....�............::�'.................... ug to be occupied as .......... ... : . ..r: .. � �....... 4..:...��'rk:�;y .�................. cni ey provided that the person accepting this permit shall in every respect conform to the terms of the application Fina/ ,3 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. LUMBING INSPECTOR L6 Rough �`�-�" •cy' VIOLATION of the Zoning or Building Regulations Voids this Permit. j�e�//J Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL IIINSPECCTORi UNLESS CONSTRUCTION STARTS ough etc '--"s-Jj Rvk Service ......... ..... - .. - ....................... G1/OA y �-!rte � BUILDING INSPECTOR GAS NSPECTOR Occupancy Permit Required to Occupy Building Rough j2 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. -1 SEE REVERSE SIDE oNont.1H . o o a •V t9 M,SSACNUStt CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 580-13 2/28/13 Date: September 4, 2013 THIS CERTIFIES THAT THE BUILDING LOCATED ON 100 Compass Point MAY BE OCCUPIED AS 3 Bedroom Condominium Residence with 2 car Garage IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Berry Co. LLC 51 Mt Joy Drive Tewksbury MA 01876 Building Inspector Fee: $100.00 Receipt: 26178 Check :7666 A-I NORTI/ q + too CornPLsS O �tee ,6• � . a 6 OL - .. - p APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION `" • ° �� BUILDING PERMIT it �SSACHUS�� ADDRESS/LOCATION OF PROPERTY: t D, q,&q(�t�I�1�G�SS Qd if1 MapParcel .LCc)o ot Number SUBDIVISION:�es6- t o_o,�. Go s DATE REQUESTED FILED/READY FOR INSPECTION: CLOSRVG DATE ONPROPERTY:_N 1- T . DAYS T TT TQ a ai tea.v..s.l-��3 L 311 1..1 1\ij i..11�L ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: Address: ROUTING l TOWN ENGINEER; SITE PLAN—DRIVE-WAY REVIEW CONSERVATIONI'�' �� ✓ �- PLANNING ❑ DPW-WATER METER ❑ (oY- SEWER CONNECTION ❑ ©V DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 i7 Suae 3C:;0 X ,,`, Wesworuup,MA 01581 t 508.836.9500 Conser ation f 508.870 5975 Services Group www.csgrp.com IECC 2009 Duct Tightness Verification Pass / Fail Date: June 3rd, 2013 Permit No.: Street Address: 100 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,444 square feet HERS Rater: Conservation Services Group—Nicholas Abreu Certification Number: 8368122 gic— Sicinature: Builder: Trust Construction Builder Contact: Tim Barlow HVAC Contractor JU Heating and Cooling Postconstruction test ❑ Total Leakage— 12 cfm/100 ft2 maximum allowed ❑ Leakage to outdoors—8 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Rough-in test Total leakage Air Handler Installed? ® Yes— 6 dm/100 ft2 maximum allowed ❑ No—4 cfm/100 ft2 maximum allowed Testing result: 3.9 cfm/100 ft2 Conservation Services Group © 2012 CONTROL CONSTRUCTION FINAL REPORT 107.6.2 ON THIS 5th DAY OF September 2013 BEFORE ME, Jane P Sheridan ,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 SAY S THAT HE HAS S UPERVISED THE CONSTRUCTION OF Al-100 Compass Point,N. Andover,MA (Street Address) (City/Town) UNDER PERMIT# 580-13 AND THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TO WN OF NORTH ANDOVER AND THE C OMMONWE ALTH. FURTHER,THAT ALL RE QUIRED APPROVALS AND MATERIAL AFFIDAVITS HAVE BEEN SUBMITTED, AND THAT THERE ARE NO VIOLATIONS OF LAW. 1,AS THE AFFIDAVIT ENGINEER AND/OR ARCHITECTHEREBY CERTIFY THAT IHAVE ON THIS DATE September 5, 2013 INSPECTED THE PROPERTY LOCATED ATA1-100 Compass Point,N. Andover, (Street Address) AND FIND THAT THE LOCUS COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL RULES AND REGULATIONS OF THE CODES OF THE COMMONWEALTH. THEREFORE,I REQUESTA CERTIFICATE OF OCCUPANCYFOR THE ABOVE ADDRESS. ORIGINAL SIGNATURE& SEAL DATE SUBSCRIBED AND SWORN TO BEFORE ME THIS 5th DAY OF September 2013 NOTA Y PUB LIC(JANE P.SHERIDAN) MY COMMISSION EXPIRES: October 25, 2013 Of �a KANAYO JANE P. SHERIDANNo.33 A * Notary Public •� ►STE4�' MC Commonwealth of Massachusetts �.� My Commission Expires � AL October 25, 2013 j OF HORrh try O ��SS/IC NU`'Et49 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 580-13 2/28/13 Date: September 4, 2013 THIS CERTIFIES THAT THE BUILDING LOCATED ON 100 Compass Point MAY BE OCCUPIED AS 3 Bedroom Condominium Residence with 2 car Garage IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Berry Co. LLC 51 Mt Joy Drive Tewksbury MA 01876 hr-_ 145j_ Building Inspector Fee: $100.00 Receipt: 26178 Check :7666 CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Nine TO: Building Commissioner-Permit Number B1dg.A- 580-13, 582-13, 583-13 Bldg.B 790 791 792 793 13 400 Osgood Street,N Andover,MA ' B1dg.0 - 793-13 PROJECT NAME OR NUMBER: Merrimack Condominiums 100,98&96 Compass Point,Units Al,A2&A3 STREET ADDRESS: 94,88,92,90 Compass Point,Units B1,B2,B3&B4 Compass Point Units C1, TOWN/CITY: Nth Andover MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: August 14 through August 22, 2013 CONDITIONS: Sunny Summer Day - 82F Buiding "A" framing is 100% complete. The insulation and GWB are complete. COMMENTS: Installation of finish electric and plumbing is in progress. WORKIN PROGRESS:Building "B", framing is 75%. The rough-ins are in progress. Building "C"rebar for walls is complete for the pour on 8-23-13. SITE VISITS: Inspected on August 22 for the foundation rebar of building "C". RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 6.0% 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 Lalanr DATE: August 22, 2013 KANAYO H. w IALA No.337160 fs5la Al 1< . CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Seven TO: Building Commissioner-Permit Number 790-13,791-13,792-13 &793-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: 100, 98&96 Compass Point, Units Al,A2&A3 Compass—Point, Units B 1,B2, TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: April 27 through May 30,2013 CONDITIONS: Summer Day- SOF COMMENTS: Buiding"A" framing is 100%complete. The rough-ins for utilities are complete, WORK IN PROGRESS:Insulation is in progress. Exterior siding is 90%&roofing is 95%complete. Framing at Building B has commenced. Building C is partially excavated. SITE VISITS: Visited on May 30 to review B framing. t Exterior walls and roof within 20 feet distance from the building C has to be made 1 hour fire rated. the wall and roof sheathing may be sprayed with D-Blaze or equivalent RELATEDIssUEs:spray to make exterior rated and interior rafters and walls to be covered with 5/8"Type X GWB. l ACTION REQUIRED: 3 ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 4.1%of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS s ARCHITECT OF RECORD: Kanayo Lala DATE; May 31,2013 tri OF KA No.n71t4C X10 0.l ! € .............. _ ......_........._.............. ...........................__._....._......._..__...................................... CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: Six TO: Building Commissioner-Permit Number 580-13, 582-13 &583-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums 100,98&96 Compass Point,Units Al,A2&A3 STREET ADDRESS: 94,RR,99 90 Compass Point,Units R1,B? R3 R R4 - TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE 4 CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: April 11 through April 24,2013 CONDITIONS: Sunny Spring Day-72F COMMENTS: Buiding "A" framing is 90%complete. The rough-ins for plumbing,and HVAC WORK IN PROGRESS:ducting is in progress. Installation of exterior siding is in progress. Building B,excavation for footings is complete and forms and rebar in progress for pour on Thursday April 25. SITE VISITS: Inspected on April 24 for the foundation of building "B". RELATED ISSUES: The vertical wall reinforcement is recommended for the interior basement walls ACTION REQUIREDsupporting garage floors. ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 3.8%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: April 25, 2013 0 Kanayo Lala �c KANAYO LAA y cn=Kanayo Lala, o, ou, M.3371" srtA �� email=kanayolala@gmail.com, c=US SSl0 A` 2013.04.25 22:38:50 -04'00' CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Five TO: Building Commissioner-Permit Number 580-13, 582-13 &583-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: 100,98 &96 Compass Point,Units Al,A2&A3 TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION Timothy Barlow LICENSE# CS 059359 CONSTRUCTION SUPERINTENDENT: y UP DATE PREVIOUS ISSUES: DATES COVERED: March 21 through Aril 10,2013 CONDITIONS: Partially Cloudy Spring Day- 52F COMMENTS: Buiding"A" framing is in progress. The rough-ins for plumbing,and HVAC WORK IN PROGRESS:ducting is in progress. Installation of doors and windows is 90%&in progress. l SITE VISITS: Inspected on April 10 for the framing of building"A". j I .RELATED IS SUES: The wall panels at the garage doors are adequately anchored with one anchor at each j ACTION REQUIREDcorner of the panel. ADDITIONS TO PILED PLANS: STATUS OF COMPLETION:% 35%of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS Aril 10 2013 ARCHITECT OF RECORD: Kanayo Lala DATE: p � OF Kanayo Lala cn=Kanayo Lala, o, ou, `" mail.com US ,: eai:{.-kanayolala@g c- - 2013:04.11 23:30:53 -04'00' _..._.................................... .......................--._......._.................................................................. KANAYO LALA, P.E. BSCE,M.ASCE,M.NSPE,M.SEI,MIE.(India),MAWS,M.ACI FOUR WEST ROAD WEST ACTON,MA 01720 LIC.#33710-C(MA),9227(NI-1),84611(NY),32768(VA),7736(V'1) https:Hsites.izoogle.com/site/kanaolalg May 17, 2013 Building Inspectional and Zoning Department 1600 Osgood Street North Andover,MA 01845 Attn:Mr.Brian Leathe Re: Units A1,A2&A3 - 100, 98 &96 Compass Point I certify that I have inspected the work associated with the structural framing of the Building A 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 Kanayo Lala , VA„kY° cn=Kanayo Lala, o, ou, `n` 140. o-c email=kanayolala@gmail.c UfaaL om, c=us 2013.05.17 22:01 :30 -04'00' Kanayo Lala PHONE(978)337-LALA kanayolalanae g mUxom FAX(978)263-1472 >•"' OFFICE OF BUILDING INSPECTOR -, TOWN OF NORTH ANDOVER CONSTRUCTI0N CONTROL PROJECT NUMBEfi: PROJECTTITLE: Merrimack Condominiums PROJECT-LOCATION: Lot # .4N Turnpike Street -....;.. NAME OF BUILDING: Entire Project NATURE OF PROJECT: 49 Townhouses ' 40B IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING"CODE, i, Kanayo .Lala, P.E: REGiSTRATfONNO. -..- BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HERESY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL Q STRUCTURAL 0 MECHANICAL Q FIRE PROTECTION Q ELECTRICAL Q OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF W KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPUCA13LE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND 8 EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING - PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 I 1. Review,for conformance to the design concept shop drawings,samples and other submittals which are submitted by the contractor in acc:oridanoe with the requirements of the construction i documents. 2. Review and approval of the quality control prooedures for all code-required controlled materials. & Be present at Intervals appropriate to the witii6the stage of construction to Become:generally familiar progress and-quafity of the worn and to determine,in general,N the vm*Is being ,� performed perfored In a manner consistent with the construction documents, . ' PURSUANT TO SECTION 1162.2 I SHALL SUBMIT WEEKLY, A PROGRESS RE �,,.... � TOGETHER WITH PERTINENT COMMENTS TO.THE NORTH ANDOVER BUILDING CTO Y0 UPON COMPLETION OF THE WORK'[SHALL SUBMIT A FINAL REPORT AS TO TLALA SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUP Na. 1©le K . �vAL SUBSCRIBED AND SWORN TO BEFORE ME THIS3f , „_,DAY OF M Pt -22 _ N Y PUBLIC MY COMMISSION EXPIRES s JAMIE P. SHERIDAN * Nh Ian,, Public Carr7rv,s•< s ;tr, Massachusetts . . .... _ . ........... ..................... .. .........��p �:�.,Err�jssi®n ares CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NQ: Five TO: Building Commissioner-Permit Number 580-13, 582-13 & 583-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: 100, 98&96 Compass Point,Units Al,A2 &A3 TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: March 21 through Aril 10,2013 CONDITIONS: Partially Cloudy Spring Day-52F COMMENTS: Buiding"A" framing is in progress. The rough-ins for plumbing, and HVAC WORK IN PROGRESS:ducting is in progress. Installation of doors and windows is 90%&in progress. i SITE VISITS: Inspected on April 10 for the framing of building"A". i RELATED ISSUES: The wall panels at the garage doors are adequately anchored with one anchor at each corner of the panel. ACTION REQUIRED: ADDITIONS TO FILED PIANS: STATUS OF COMPLETION:% 35%of the buildings 1 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: April 10,2013 OF Kanayo Lala NANAYO. � � ' .. cn=Kanayo Lala, o, ou, Nn:a3rinc :` , ,STEa e.mail,=kanayolala@gmail.com, c=US I .FSSitl tit ✓ . 201104.1123:30:53 -04'00' ....... ... ........ ................. __._ ._........_........................... ... ...................... _ CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Four TO: Building Commissioner-PermitNurrber 580-13,582-13 &583-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: 100,98&96 Compass Point,Units A1,A2&A3 TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: March 14 through March 21,2013 CONDITIONS: Cold&Cloudy Spring Day COMMENTS: Buiding"A" framing has started and progressing well. WORK IN PROGRESS: i SITE VISITS: Inspected on March 2lthe framing process. RELATED ISSUES: The roof sheathing can be 1/2"thick Zip Ply. i ACTION REQUIRED: � ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 1.28%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: March 21,2013 cn=Kanayo, o, ou=Lala, MA. a`K_ email=kana olala@ mail.com, Y 9 f�. 'Ff�1 f ALS 2013.03.21 18:14:29 -04'00' r _ ......... .. __ _ _ __ I' CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: Three TO: Building Commissioner-PermitNumber 580-13, 582-13 & 583.13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: Lot#4N,Turnpike Street TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR; TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: March 6 through March 13,2013 CONDITIONS: Cold Winter Day COMMENTS: Buiding "A" foundation walls are waterproofed. The water, sewer, drains, eletric, woRx IN PROGRESS:cable&telephone utility conduits are in place under the slab. SITE VISITS: 1 Inspected on March 13 the waterproofing and drains. i RELATED IS SUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 1.26%of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE,SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS i ARCHITECT OF RECORD: Kanayo Lala DATE: March 16,2013 6-. �N°F Kanayo Lala k"yo 5 cn=Kanayo Lala, o, ou, i �sT email=kanayolala@gmail.com, c=US o RL 2013.03.1618:20:07 -04'00' l _ _ CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: Two TO: Building Commissioner-Permit Number 580-13, 582-13 &583-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: Lot#4N,Turnpike Street TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: February 26 -March 5, 2013 CONDITIONS: Cold Winter Day COMMENTS: Buiding "A" foundation walls are poured. The forms are to be removed and WORK IN PROGRESS:prepared for the waterproofing,insulation and footing drains. SITE VISITS: . Inspected on February 28 the wall forms&the structural reinforcing steel in the walls. RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 1.25%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: March 14, 2013 Kanayo Lala VO MYO ,"U„ cn=Kanayo Lala, o, ou, No.33710-C No.33710-C email=kanayolala@gmail.com, c=US Essre 4� !<_ _ L 2013.03.15 09:34:04 -04'00' CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: One TO: Belmont Building Commissioner-Permit Number 580-13, 582-13 &583-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: Lot#4N,Turnpike Street TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: February 20 -February 25, 2013 CONDITIONS: Cool Spring Day COMMENTS: Excavation for the Buiding "A" is complete,forms and rebar complete for the pour. WORK IN PROGRESS: SITE VISITS: Inspected on February 25 the structural reinforcing steel and the footing base. RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 1%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: March 6,2013 of Kanayo Lala '0yo O cn=Kanayo Lala,o, ou, M.33It6C ut*���c .email=kanayolala@gmail.com, c=US 1�- - 2013.03.13 00:10:04-04'00' CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: One TO: Building Commissioner-Permit Number 580-13, 582-13 &583-13 400 Osgood Street,N Andover,MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: Lot#4N,Turnpike Street TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE# CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: February 20-February 25,2013 CONDITIONS: Cool Spring Day COMMENTS: Excavation for the Buiding "A"is complete, forms and rebar complete for the pour. WORK IN PROGRESS: SITE VISITS: Inspected on February 25 the structural reinforcing steel and the footing base. RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION:% 1%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: March 6,2013 KL MA mo LL - cn=KL MA, o=KANAYO LALA, ou, ra.asnac fa email=KANAYOLALA@GMAIL.COM, c=US AL 2013.03.14 11:51:26 -04'00' � Y r C=7 c=s3 tcs AM=MIGIC70 cumD=17r UPLAND OPEN SPACE /000 C24 � --.\C23 U P L A N D ° C22 OPEN SPACE b PIC21 `—..�-`��Cn��i�►� C21 a C21 C18 C17 CERTIFIED PLOrPLAN C20 P, � an= � c:loll PIs, nm =mmTm v .� co to r w= `= vrm na F:3V� Tt�fT TFC L��TG 1 L5� f= Lam...]CZ=WXY Ftm={ID CY t'A'� TO Titht 1'Zr3 FUUMBATICIM.,, iS- °(UXL` . 1BUXLDXKE °A° PA== MERRIMAC CONDOMINIUMS Cf t ROUTE 114, NORTH ANDOVER, MASS FATC'C!C PROJECT RD M"l+lDi3 SCALEI loc 0' 1 F:� 3—A > D'.IAVN DYs PCG DATE, 3/4/13 fc,sr► ° CF{'cCKED BY, S'C SHTv 1 RMUSED �-, i Enter construction cost for fee cal- North Andover Fee Cakulation Construction Cost $ 269,000.00 m $ - $ 3,228.00 Plumbing Fee $ 403.50 ' Gas Fee 100 comm. $ 100.00 Electrical Fee $ 403.50 Total fees collected $ 4,135.00 100 Compass Point 580-13 on 2/28/13 New 3 Bedroom Condo REScheck Software Version 4.4.4 C�( . Compliance Certificate Project Title: 121025—Barlow MerrimackCondos-A Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,566 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Unit Al North Andover,MA Compliance: 1.0%Better Than Code Maximum UA: 417 Your UA:413 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 0111 • . • g•• Floor SLAB:Slab-On-Grade:Unheated 42 5.0 38 Insulation depth:1.0' Wall LOWER LEVEL 2X6:Wood Frame,16"D.C. 536 19.0 0.0 27 Window DH:Vinyl Frame:Double Pane with Low-E 27 0.290 8 SHGC:0.00 Door SIDE:Solid 20 0.160 3 Door METAL FIRE:Solid 20 0.150 3 Door 15 LITE BACK:Glass 20 0.300 6 SHGC:0.00 Wall SEPARATION:Wood Frame, 16"o.c. 120 15.0 0.0 9 Floor 1 ST FLOOR ABOVE GARAGE.:All-Wood Joist/Truss:Over Unconditioned Space 478 30.0 0.0 16 Wall 1 ST FLOOR 2X6:Wood Frame,16"D.C. 776 19.0 0.0 35 Window DH:Vinyl Frame:Double Pane with Low-E 118 0.290 34 SHGC:0.00 Window BAY:Vinyl Frame:Double Pane with Low-E 28 0.340 10 SHGC:0.00 Door SLIDER:Glass 40 0.290 12 SHGC:0.00 Wall 1ST FLOOR SEPARATION:Wood Frame, 16"D.C. 184 26.0 0.0 10 Floor 2ND FLOOR CANT:All-Wood Joist/Truss:Over Outside Air 12 30.0 0.0 0 Wall 2ND FLOOR 2X6:Wood Frame, 16"D.C. 776 19.0 0.0 39 81 0.290 23 Project Title: 121025_Badow MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow_MerrimackCondos- Page 1 of 8 A\REScheck\121025 Barlow MerrimackCondos A1.rck i Glazing ont AssemblyGross Cavity C . or or Door UA Perimeter • Door SLIDERS:Glass 40 0.290 12 SHGC:0.00 Wall 2ND FLOOR SEPARATION:Wood Frame,16"o.c. 192 26.0 0.0 10 Ceiling ABOVE 2ND FLOOR:Flat Ceiling or Scissor Truss 320 30.0 0.0 11 Wall 3RD LEVEL 2X6:Wood Frame,16"o.c. 525 19.0 0.0 28 Window DH:Vinyl Frame:Double Pane with Low-E 54 0.290 16 SHGC:0.00 Wall 3RD LEVEL 2X4:Wood Frame,16"o.c. 525 15.0 0.0 40 Wall SEPARATION:Wood Frame, 16"o.c. 72 26.0 0.0 4 Ceiling ABOVE 3RD LEVEL SLOPED:Cathedral Ceiling 565 30.0 0.0 19 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 Al Project Title: 121025_Barlow MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow MerrimackCondos- Page 2 of 8 A\REScheck\121025 Barlow MerrimackCondos Al.rck REScheck Software Version 4.4.4 Compliance Certificate Project Title: 121025—Barlow MerrimackCondos-A Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,922 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Unit A3 North Andover,MA Compliance: 1.6%Better Than Code Maximum UA: 449 Your UA:442 The%Better or Worse off Than Code Index reflects how close to compliance the house is based on code traderules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 'Cont.ssern• Door' Floor SLAB:Slab-On-Grade:Unheated 60 5.0 54 Insulation depth:1.0' Wall LOWER LEVEL 2X6:Wood Frame,16"D.C. 688 19.0 0.0 35 Window DH:Vinyl Frame:Double Pane with Low-E 40 0.290 12 SHGC:0.00 Door SIDE:Solid 20 0.160 3 Door METAL FIRE:Solid 20 0.150 3 Door 15 LITE BACK:Glass 20 0.300 6 SHGC:0.00 Floor 1 ST FLOOR ABOVE GARAGE.:All-Wood Joist/Truss:Over Unconditioned Space 478 30.0 0.0 16 Wall 1 ST FLOOR 2X6:Wood Frame,16"D.C. 920 19.0 0.0 43 Window DH:Vinyl Frame:Double Pane with Low-E 131 0.290 38 SHGC:0.00 Window BAY:Vinyl Frame:Double Pane with Low-E 28 0.340 10 SHGC:0.00 Door SLIDER:Glass 40 0.290 12 SHGC:0.00 Wall 1 ST FLOOR SEPARATION:Wood Frame,16"o.c. 72 26.0 0.0 4 Floor 2ND FLOOR CANT:All-Wood Joist/Truss:Over Outside Air 16 30.0 0.0 1 Wall 2ND FLOOR 2X6:Wood Frame,16"D.C. 936 19.0 0.0 48 Window DH:Vinyl Frame:Double Pane with Low-E 95 0.290 28 SHGC:0.00 Project Title: 121025_Barlow MerrimackCondos-A Reportdate: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025—Barlow—MerrimackCondos- Page 1 of 8 A\REScheck\l21025_Barlow MerrimackCondos A3.rck Gross Cavity Cont. Glazing Assembly Area or or Door UA ,Perimeter U-Factor Door SLIDERS:Glass 40 0.290 12 SHGC:0.00 Wall 2ND FLOOR SEPARATION:Wood Frame,16"o.c. 72 26.0 0.0 4 Ceiling ABOVE 2ND FLOOR:Flat Ceiling or Scissor Truss 338 30.0 0.0 12 Wall 3RD LEVEL 2X6:Wood Frame,16"o.c. 675 19.0 0.0 36 Window DH:Vinyl Frame:Double Pane with Low-E 67 0.290 19 SHGC:0.00 Wall 3RD LEVEL 2X4:Wood Frame,16"o.c. 340 15.0 0.0 26 Ceiling ABOVE 3RD LEVEL SLOPED:Cathedral Ceiling 590 30.0 0.0 20 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 A3 Project Title: 121025_Barlow_MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow MerrimackCondos- Page 2 of 8 A\REScheck\121025 Barlow MerrimackCondos A3.rck CREScheck Software Version 4.4.4 �J( Compliance Certificate Project Title: 121025—Barlow MerrimackCondos-A Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 3,025 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Unit A2 North Andover,MA Compliance: 0.5%Better Than Code Maximum UA: 443 Your UA:441 The%Better or Worse Than Code Index reflects how close 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 G Glazing Zavity Cont. rea or or oor UA Whi 66 Floor SLAB:Slab-On-Grade:Unheated 61 5.0 55 Insulation depth:1.0' Wall LOWER LEVEL 2X6:Wood Frame,16"o.c. 816 19.0 0.0 43 Window DH:Vinyl Frame:Double Pane with Low-E 40 0.290 12 SHGC:0.00 Door SIDE:Solid 20 0.160 3 Door METAL FIRE:Solid 20 0.150 3 Door 15 LITE BACK:Glass 20 0.300 6 SHGC:0.00 Wall SEPARATION:Wood Frame,16"o.c. 48 15.0 0.0 4 Floor 1 ST FLOOR ABOVE GARAGE.:All-Wood Joist/Truss:Over Unconditioned Space 402 30.0 0.0 13 Wall 1ST FLOOR 2X6:Wood Frame,16"D.C. 736 19.0 0.0 35 Window DH:Vinyl Frame:Double Pane with Low-E 118 0.290 34 SHGC:0.00 Door SLIDER:Glass 40 0.290 12 SHGC:0.00 Wall 1ST FLOOR SEPARATION:Wood Frame,16"o.c. 256 26.0 0.0 13 Floor 2ND FLOOR CANT:All-Wood Joist/Truss:Over Outside Air 13 30.0 0.0 0 Wall 2ND FLOOR 2X6:Wood Frame,16"D.C. 736 19.0 0.0 38 Window DH:Vinyl Frame:Double Pane with Low-E 68 0.290 20 SHGC:0.00 40 0.290 12 Project Title: 121025_Barlow_MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow MerrimackCondos- Page 1 of 8 A\REScheck\121025 Barlow MerrimackCondos A2.rck Gross Glazing Assembly Area or Cavity Cont. or Door UA Perimeter U-Factor Wall 2ND FLOOR SEPARATION:Wood Frame,16"o.c. 256 26.0 0.0 13 Ceiling ABOVE 2ND FLOOR:Flat Ceiling or Scissor Truss 350 30.0 0.0 12 Wall 3RD LEVEL 2X6:Wood Frame,16"o.c. 563 19.0 0.0 31 Window DH:Vinyl Frame:Double Pane with Low-E 54 0.290 16 SHGC:0.00 Wall 3RD LEVEL 2X4:Wood Frame,16"o.c. 510 15.0 0.0 39 Wall SEPARATION:Wood Frame, 16"o.c. 112 26.0 0.0 6 Ceiling ABOVE 3RD LEVEL SLOPED:Cathedral Ceiling 614 30.0 0.0 21 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 A2 Project Title: 121025_Barlow_MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow_MerrimackCondos- Page 2 of 8 A\REScheck\121025 Barlow MerrimackCondos A2.rck REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2009 IECC Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Value Value 103.2 Construction drawings and ❑Complies [PR1]' documentation demonstrate energy ❑Does Not Comply 81 ;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 ❑Not Observable Sv 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]2 sized per ACCA Manual S based on Btu/hr Btu/hr Z Does Not Comply. V loads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable approved methods. Btu/hr. Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 121025—Barlow_MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow MerrimackCondos- Page 3 of 8 A\REScheck\121025 Barlow MerrimackCondos A2.rck 2009 IECC Foundation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1 Slab edge insulation R-value. ; R- R- ❑Complies See the Envelope Assemblies table for [F01]l ❑ Unheated ❑ Unheated ❑Does Not Comply values. 1�. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 303.2, Slab edge insulation installed per ❑Complies 402.2.8 manufacturer's instructions. ❑Does Not Comply [F02]' ❑Not Observable ❑Not Applicable 402.1.1 'Slab edge insulation depth/length. ft ft ❑Complies See the Envelope Assemblies table for [F03]' ❑Does Not Comply'values. o '❑Not Observable ' ❑Not Applicable 303.2.1 A protective covering is installed to ❑Complies [F011]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 [FO12]2 'controls installed. ❑Does Not Comply' N ❑Not Observable El Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: 121025_Barlow_MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow MerrimackCondos- Page 4 of 8 A\REScheck\121025 Barlow MerrimackCondos A2.rck 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 Envelope Assemblies table for 402.3.4 ❑Does Not Comply values. [FR1]' ❑Not Observable :[:]Not Applicable , 402.1.1, :Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies table for 402.3.1, 'average). ❑Does Not Comply values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 LI-factors of fenestration products are ❑Complies [FR4]1 ;determined in accordance with the ❑Does Not Comply , ;NFRC test procedure or taken from ,.,p ❑Not Observable the default table. ;❑Not Applicable 402.3.5 'Sunrooms enclosing conditioned U- U- ;❑Complies [FR8]1 :space have a maximum fenestration '❑Does Not Comply' �, U-factor of 0.50 in Climate Zones 4-8. ❑Nat Observable New glazing separating the sunroom from conditioned space must meet ;❑Not Applicable :code requirements. 402.3.5 'Sunrooms enclosing conditioned U- U- ❑Complies [FR9i 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, �y :AAMA/WDMA/CSA 101/I.S.2/A440 or ❑Not Observable 'has infiltration rates per NFRC 400 ❑Not Applicable that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 'sealed at housing/interior finish and ❑Does Not Comply; labeled to indicate 2.0 cfm leakage at I❑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 V, spaces or outside the building ❑Not Observable :envelope are insulated to R-6. ;❑Not Applicable 403.2.2 All joints and seams of air ducts,air ❑Complies [FR13]1 handlers,filter boxes,and building ❑Does Not Comply U 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 uj ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids above R- R- ;❑Complies [FR17]2 105 IF or chilled fluids below 55 OF ❑Does Not Comply, 9 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. E❑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: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 121025_Barlow_MerdmackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow MerrimackCondos- Page 5 of 8 A\REScheck\121025 Barlow MerrimackCondos A2.rck L 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, J ❑Not Observable [-]Not Applicable 402.1.1, Floor insulation R-value. R- R- '❑Complies See the Envelope Assemblies table for 402.2.5, ❑ Wood ❑ Wood ;❑Does Not Comply values. 402.2.6 ❑ Steel ❑ Steel ❑Not Observable [IN1]1 ❑Not Applicable u. 303.2, Floor insulation installed per ❑Complies 402.2.6 ;manufacturer's instructions,and in ❑Does Not Comply [IN2]' substantial contact with the underside ' ❑Not Observable of the subfloor. []Not Applicable 402.1.1, Wall Insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies table for 402.2.4, mass wall with at least%of the wall ;❑ Wood ;r-1 Wood !❑Does Not Comply values. 402.2.5 ,insulation on the wall exterior,the :❑ Mass :❑ Mass :❑Not Observable [IN3]' :exterior insulation requirement ❑ Steel ❑ Steel ❑Not Applicable applies. 303.2 'Wall insulation is installed per ❑Complies [IN4]' manufacturers instructions. ❑Does Not Comply u ❑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 y, separating the sunroom from :❑Not Observable conditioned space must meet code requirements. ;❑Not Applicable 303.2 Sunroom wall insulation installed per ❑Complies [IN9]' manufacturer's Instructions. ❑Does Not Comply u ❑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]l per manufacturers instructions. ❑Does Not Comply �V ❑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: 121025_Barlow_MerrimackCondos-A Reportdate: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow_MerrimackCondos- Page 6 of 8 A\REScheck\121025 Barlow MerrimackCondos A2.rck 2009 IECC Final Inspection Provisions Plans Verified Field Verified p Value Value Complies? Comments/Assumptions 402.1.1, 'Ceiling insulation R-value.Where>R-i R- R- ❑Complies ;See the Envelone Assemblies table for 402.2.1, 30 is required,R-30 can be used if Wed ;❑ Wood ❑Does Not Comply values. 402.2.2 insulation is not compressed at eaves. Steel ❑ Steel El Not Observable [FI1]1 R-30 may be used for 500 ftz 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]' :insulation marked every 300 ftz. ❑Not Observable ' ❑Not Applicable 402.2.3 :Attic access hatch and door insulation ; R- R- ;❑Complies [F13]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 :EJ Does Not Comply' [FI17]1 at 50 Pa.This requirement may E]Not Observable uJ :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 [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 [FI4]1 result of 8 cfm to outdoors,or 12 cfm ;❑Does Not Comply �, ,across systems.Or,rough-in test ❑Not Observable result of 6 cfm across systems or 4 '❑Not Applicable cfm without air handler.Rough-in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [F[9]2 on forced air furnaces. ❑Does Not Comply 0 ❑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. I ❑Nat Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. ❑Does Not Comply U� ❑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, S 14 are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent fixtures ❑Complies [FI6]' are high efficacy lamps. ❑Does Not Comply ❑Not Observable []Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 121025_Barlow_MerrimackCondos-A Report date: 01/24/13 Data filename: S:\Ebbeling_Ed\2012\121025_Barlow_MerrimackCondos- Page 7 of 8 A\REScheck\121025_Barlow MerrimackCondos A2.rck �( M09 MCC Energy j C ffidency Certificate s Wall 19.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments: t r Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Attic beam Al supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF 157.50 PLF Ce= 1 CF=1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 420.00 PLF qs= 18.9 Cd=1 TOTAL LOAD 578 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 3609 LB=TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 12.5 LF Fb= 2900 PSI WIDTH- IN 5.25 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11279 LB-FT MOMENT2= 0 LB-FT 74.9 =S provided OK S= 46.67 IN^3 346.3 =I Deflection= 0.458 IN =U 327 For Total Load Required 0240 Deflection2= 0.000 IN =U 450 For Live Load Required L/360 Fcp'= 458 PSI OK 1.50 In Bearing Length Fv'= 223 PSI OK Or � W�fitAYO LA,L A Poo. 33710-C � ^`^1; Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Attic beam A3 supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF 157.50 PLF Ce= 1 CF=1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 315.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 473 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 4253 LB=TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 18 LF Fb= 2900 PSI WIDTH- IN 8.75 PSL/LVL 9.5 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 19136 LB-FT MOMENT2= 0 LB-FT 131.6 =S provided OK S= 79.18 IN^3 625.2 =I Deflection= 0.893 IN =U 242 For Total Load Required U240 Deflection2= 0.000 IN =U 363 For Live Load Required U360 Fcp'= 324 PSI OK 1.50 In Bearing Length Fv'= 153 PSI OK L At Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Attic beam A5 supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF 67.50 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 135.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 203 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 1266 LB=TOTAL REACTION TRIBUTARY WIDTH 4.50 LF E= 1400000 PSI JOIST/GIRDER SPAN 12.5 LF Fb= 950 PSI WIDTH- IN 4.50 SPF#2-10 9.5 IN = d Fv= 70 PSI ROOF PITCH- N :12= Fc= 975 PSI Fcp= 335 PSI MOMENT= 3955 LB-FT MOMENT2= 0 LB-FT 67.7 =S provided OK S= 49.96 IN^3 321.5 =I Deflection= 0.247 IN =U 607 For Total Load Required L1240 Deflection2= 0.000 IN =L/ 910 For Live Load Required L/360 Fcp'= 188 PSI OK 1.50 In Bearing Length Fv'= 89 PSI OK !'A i.P, Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 1st Floor Beam F1 at stair opening LOADS: DEAD LOAD 15.00 PSF 90.00 PLF Ce= 1 CF=1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 240.00 PLF qs= 18.9 Cd=1 TOTAL LOAD 330 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 1733 LB=TOTAL REACTION TRIBUTARY WIDTH 6.00 LF E= 1400000 PSI JOIST/GIRDER SPAN 10.5 LF Fb= 865 PSI WIDTH- IN 3.00 SPF#2-12 11.25 IN = d Fv= 70 PSI ROOF PITCH- N :12= Fc= 975 PSI Fcp= 335 PSI MOMENT= 4548 LB-FT MOMENT2= 0 LB-FT 63.3 =S provided OK S= 63.09 IN^3 356.0 =I Deflection= 0.181 IN =L/ 696 For Total Load Required U240 Deflection2= 0.000 IN =U 957 For Live Load Required U360 Fcp'= 193 PSI OK 3.00 In Bearing Length Fv'= 154 PSI NG IgYQ LACA ` ! No, 3JrIo-c \'.\ ' Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 1st Floor Beam F2 at stair opening LOADS: DEAD LOAD 15.00 PSF 15.00 PLF Ce= 1 CF=1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 40.00 PLF qs= 18.9 Cd=1 TOTAL LOAD 55 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD 1877 LBS 3 FT Ra= 1525 LBS 440 LB=TOTAL REACTION TRIBUTARY WIDTH 1.00 LF E= 1400000 PSI JOIST/GIRDER SPAN 16 LF Fb= 865 PSI WIDTH- IN 4.50 SPF#2-12 11.25 IN = d Fv= 70 PSI ROOF PITCH- N :12= Fc= 975 PSI Fcp= 335 PSI MOMENT= 1760 LB-FT MOMENT2= 4575 LB-FT 94.9 =S provided OK S= 87.89 IN^3 533.9 =I Deflection= 0.108 IN =U 657 For Total Load Required U240 Deflection2= 0.184 IN =U 904 For Live Load Required U360 Fcp'= 291 PSI OK 1.50 In Bearing Length Fv'= 116 PSI OK A.I H. LALA c Nt,,3ai3L�-C 1 ' Kanayo Lala, P.E. .............03/04/2012 PROJECT: Merrimack Townhouse E#1 -Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS DORMER ROOF RIDGE R1 AT MAIN DORMER LOADS: DEAD LOAD 15.00 PSF 90.00 PLF Ce= 1 CF= 0.98 SNOW LOAD 38.50 PSF 231.00 PLF Cq= 0.9 Cs= LIVE LOAD PSF 0.00 PLF qs= 24.7 Cd= 1.15 TOTAL LOAD 321 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH p: 22.23 PSF POINT LOAD LBS FT Ra= 0 LBS 2729 LB=TOTAL REACTION TRIBUTARY WIDTH 6 LF E= 2000000 PSI JOIST/GIRDER SPAN 17 LF Fb= 2900 PSI WIDTH- IN 1.75 PSL/LVL 14 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11596 LB-FT MOMENT2= 0 LB-FT 57.2 =S provided OK S= 41.73 IN^3 380 =1 Deflection= 0.793 IN 257 For Total Load Required L/240 Deflection2 = 0.000 IN 357 For Live Load Required L/360 Fcp'= 520 PSI OK 3.00 In Bearing Length Fv'= 167 PSI OK OF g c YAYO LALA v. M.33710-C kAl Kanayo Lala, P.E. .............03/04/2012 PROJECT: Merrimack Townhouse E#1 -Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS MAIN ROOF HEADER RHI AT MAIN DORMER LOADS: DEAD LOAD 15.00 PSF 120.00 PLF Ce= 1 CF=0.97 SNOW LOAD 38.50 PSF 308.00 PLF Cq= 0.9 Cs= LIVE LOAD PSF 0.00 PLF qs= 24.7 Cd= 1.15 TOTAL LOAD 428 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH p: 22.23 PSF POINT LOAD LBS FT Ra= 0 LBS 4494 LB=TOTAL REACTION TRIBUTARY WIDTH 8 LF E= 2000000 PSI JOIST/GIRDER SPAN 21 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 16 IN = d Fv= 285 PSI ROOF PITCH - N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 23594 LB-FT MOMENT2= 0 LB-FT 189.0 =S provided OK S= 84.89 IN^3 1085 =1 Deflection = 0.863 IN 292 For Total Load Required U240 Deflection2 = 0.000 IN 406 For Live Load Required U360 Fcp'= 428 PSI OK 3.00 In Bearing Length Fv'= 120 PSI OK fo M. {L LAZA an No.33710-C /Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor beam S1 supporting Floor Joists for 2nd and attic LOADS: DEAD LOAD 50.00 PSF 325.00 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 70.00 PSF 455.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 780 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 4095 LB=TOTAL REACTION TRIBUTARY WIDTH 6.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 10.5 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10749 LB-FT MOMENT2= 0 LB-FT 49.9 =S provided OK S= 44.48 INA3 230.8 =I Deflection= 0.462 IN =U 273 For Total Load Required U240 Deflection2= 0.000 IN =U 467 For Live Load Required U360 Fcp'= 390 PSI OK 3.00 In Bearing Length Fv'= 379 PSI OK lyo G` 1 i f �.•.5 ink+4 ea AL Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114,N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor beam S2 supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF 157.50 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 420.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 578 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 3609 LB=TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 12.5 LF Fb= 2900 PSI WIDTH- IN 5.25 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11279 LB-FT MOMENT2= 0 LB-FT 74.9 =S provided OK S= 46.67 IN^3 346.3 =I Deflection= 0.458 IN =U 327 For Total Load Required U240 Deflection2= 0.000 IN =U 450 For Live Load Required U360 Fcp'= 458 PSI OK 1.50 In Bearing Length Fv'= 223 PSI OK OF !yo C t,ALA N 1 ft, 13710•C IC ��. Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E-EE-Rt114, N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor beam S3 supporting beams S1 &S2 LOADS: DEAD LOAD 15.00 PSF 15.00 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 40.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 55 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD 7704 LBS 7.5 FT Ra= 4815 LBS 550 LB=TOTAL REACTION TRIBUTARY WIDTH 1.00 LF E= 29000000 PSI JOIST/GIRDER SPAN 20 LF Fb= 24000 PSI WIDTH- IN 6.50 36KSI WBX24 7.93 IN = d Fv= 16200 PSI ROOF PITCH- N:12= Fc= 24000 PSI Fcp= 24000 PSI MOMENT= 2750 LB-FT MOMENT2= 36113 LB-FT 20.9 =S provided OK S= 19.43 IN^3 82.8 =I Deflection= 0.082 IN =U 259 For Total Load Required U240 Deflection2= 0.846 IN =U 355 For Live Load Required U360 Fcp'= 550 PSI OK 1.50 In Bearing Length Fv'= 8,119 PSI OK Z X -.6k/ft 0.9 2: 2.8 3 1 �N5 . 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... F.y X 1.6 31 15 ' TU4X2.5 4 IN5 1.6 2 ' N x N Z) F- 3 1 ' 1 1.9 y ALL TUBES ARE 1 / 8 " THICK 1.1 t�of KL MA ""H.. cn=KL MA, o=KANAYO LALA, ou, No.3;33140 email=KANAYOLALA@GMAIL. °F sTta�°����° QOM, C=US fssro �� 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-... �RRTM®CX_B_ALCONY STF.F.L BRACKET TQXC 3QRD _ 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 - -2.792 at 0 ft .931 at 3 ft .68 at 3 ft 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 RISC 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 ksi G ksi Nu Therm \1 E...Densit k/ft... Yield ksiW58 u ksi Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 3658 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 5058 1.2 3 A992 29000 11154 .3 .65 .49 5058 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.2 5 A500 Gr.46 29000 1 11154 .3 .65 .49 46 1.5 58 1.2 Hot Rolled Steel Section Sets Label Sha e T e Desi n List Material Desian Rules A int I fin4l Izz fin4l J fin4l 1 TU4X2.5 HSS4x2.5x2 Beam I Tube A500 Gr.46T ical 1.42 1.49 3.09 3.23 2 TU2X2.5 HSS2.5x2x2I Beam I Tube IA50OGr.461 Typical .956 .589 1 .833 1 1.12 Joint Coordinates and Temperatures Label X MI Y ft Z Lftl Temp fFIDetach 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 T e Desi n List Material-Design Rules 1 M1 N2 N5 TU4X2.5 Beam Tube A500 Gr.46 Tvioical 2 M2 N2 N1 90 TU2X2.5 Beam Tube A500 Gr.46T ical 3 M3 N3 N4 TU2X2.5 Beam Tube A500 Gr.461 Typical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Manitude k/ft F End Ma nitude k/ft F1 Start Location ft% End Location ft 1 M1 Y -.015 1 -.015 0 0 Member Distributed Loads (BLC 2 : SL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft Fj Start Locationft% End Location ft 1 M1 Y -.039 -.039 0 0 Member Distributed Loads (BLC 3 : LL) Member Label Direction Start Ma nitude k/ftF End Ma nitude k/ft F Start Location[ft,%l End Location ft% 1 M 1 Y -.06 1 -.06 0 6 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 2 LL Yes Y 3 8 3 ALL Yes Y L1 I 1 L2 I 1 Joint Boundary Conditions Joint Label X Win Y Win Z Win 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 1 N2 Reaction I Reaction Fixed I Fixed I Fixed I 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 0 Designer KL 4:47 PM Job Number 13000 BALCONY BRACKET Checked By: Joint Reactions LC Joint Label X k Y k Z k MX k-ftMY k-ft [7t 1 3 N1 1.866 1.117 NC NC NC 2 3 N2 -1.866 1.626 NC NC I NC 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 in in z in x Rotate rad n U Ration�Uz Ratio 1 3 M1 1 0 0 0 0 NC NC 2 2 0 -.013 0 0 4307.694 NC 3 3 .002 -.037 0 0 1453.313 NC 4 4 .002 -.072 0 0 746.573 NC 5 5 .002 -.119 0 0 455.185 NC 6 3 M2 1 00 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 1 -.031 1 -.05 1 0 0 646.365 NC Member Section Forces LC Member Label Sec Axial k Shear k z Shear k Tor ue k-ft - Mo... z-z Mo... 1 3 Ml 1 -2.356 1.059 0 1 0 0 1.141 2 2 -2.356 .379 0 I 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 1 0 8 3 -.556 0 .489 0 .295 1 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 15 2.879 .079 0 0 0 -.005 MemberAlSC 14th(360-10):ASD Steel Code Checks (Bv Combination) LC Member Sha a UC Max Loc ft Shear UC Loc ft Dir 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 H1-1b 2 3 M2 HSS2.5x2x2 1 .674 1 3 1 .295 1 2 1 z 1 22.858 I 26.333 I 1.593 11.857 1 H1-1b 3 13 1 M3 HSS2.5x2x2L. 227 0 .011 0 21.465 26.333 1.593 1.857 1.716 H 1-1 b KL MA cn=KL MA,o=KANAYO LALA,ou, Ka 33nDC ��� email=KANAYOLALA@GMAIL.COM,c=US 2013.02.22 16:54:42-05'00' RISA-3D Version 10.0.0 [C:\...WII Users\Documents\0-ns'a\METAL BRACKET MERRIMACK-2.r3d] Page 2 KANAYO LALA, P.E........ -02/18/2013 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE LOT 4N-A, RTI 14, NORTH ANDOVER, MA BUILDING"A" UNIT Al 26'X34' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF 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 DL Moment End Wall 450,840 LB-FT 11 FT SPACING FOR 1/2"A.BOLTS DL Moment Long Wall 344,760 LB-FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 198,288 End Wall M -252552 NO UPLIFT 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(l) %"OSB WITH 6D NAILS AT 6"ON EDGES AND 12"ON FIELD PER TABLE R602.3(3) 13 FT CONTINUOUS SHEATHING AVAILABLE ALONG LONG WALL= 22 FT THE MOMENT SHEAR AT THE OPENINGS IS RESISTED BY THE METAL CONNECTION PLATES AS DETAILED ON THE PLANS. FOR A TYPICAL 6'WIDE OPENING IN END WALL AT 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. iµOf,,, KL MA K"K cn=KL MA, o=KANAYO LALA, ou, 14a.3371" N email=KANAYOLALA@GMAIL. 0 Al COM, C=US fSr1 ;' K- ' 2013.02.22 16:26:05 -05'00' Massachusetts-Department of Public Safety I Board of Building Regulations and Standards Construction Supervisor License: CS-059359 SL 'J S TIMOTHY MB -� PO BOX 12 S GRAFTOJMA Expiration Commissioner 01/24/2014 �.10RTM Town of � _ No. 61 4 ��K. h ver, Mass, � �1• coc NIC NIWICK �dS GATED P.f, 1 V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System ��� �p �. BUILDING INSPECTOR THIS CERTIFIES THAT ........... .. ........�............�)........................................................... � Foundation has permission to erect .......................... buildings on . .................. .5 .. ....!.�}°. ............ . Rough to be occupied as ......... ... f�.�.. - ..t�(,�. ......".2.��rf^...;�;al wry.�................. Chimney provided that the person accepting this permit shall in every respect conform to the terms of rhe 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 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough .................. Service ........... ........ .. .. f _ Final LDING 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 �10RTH own of Andover No. ' _ - h ver, Mass, 1� AkI15 cocwcN2W1CK ��AERATED PP���y S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System ��,, Cep �. THIS CERTIFIES THAT ........... .. ....... BUILDING INSPECTOR ... ...............�)............................................................................... �0 ��� S Foundation has permission to erect .......................... buildings on ............................�.J. .....�..�..�'.................... ' Rough to be occupied as ......... ... .��. .. - ..t Q. 41P.:............rf....��aC.' r..................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of e 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 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough f .... Service ........... ........ .. ...f4r ,o� ..................... Final LDING 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