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HomeMy WebLinkAboutBuilding Permit #726-15 - 48 COMPASS POINT ROAD 3/20/2015L kBUILDI G PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: �!�`�� (J Date Received Date Issued:l IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNE V-St�eo �6T•NO\ of x r Print 100 Year Structure yes r MAP PARCEL:ZONING DISTRICT: Historic District yes /?1 Machine Shop Village yes pi 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 El Wetlands ❑ Watershed District ❑ Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification - Please Type or Print Clearly OWNER: Name: ` Me'r Address: Contractor Name: —7�> Y- A 1K Phone: Sc3 `�a o 53"31 Address: VC) tx)_ 1,;� - 6a.,,k -�-e C� Mc,-. b\56n Supervisor's Construction License: b 0513!59 Exp Home Improvement License: 14 one: PIS SSI Date: Date: l a V b ARCH ITECT/ENGINEER 1jCx\ , i N LC LL, Phone: 9 1� 33i S-D-5cD, Address: Al�& e( k; c n Mc,,. Reg. No. 3-7 FEE SCHEDULE: BULDING PERMIT. • $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $1200 PER S.F. Total Project Cost: $ 5 FEE: $ 3,1 CO f03S Check No.: / Receipt No.: of S'7 6 NOTE: Persons contracting with unregistered contractors do not have access to th gu anty fund Si 9nature of Agent/Owner Signature of contractor 1 Location-4!�: CC" 'alk , Check # ate TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL Building Inspector a Plans Submitted ❑ I � ,. Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swinaning 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 PLANNING & DEVELOPMENT Reviewed On COMMENTS CONSERVATION Reviewed on COMMENTS � q 7 — (�-� a T Signature I 1 IT Sianature \11� & -,\� ,-::v - Lx)�- " - HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments i v Conservation Decision: Water & Sewer Connection/Si natu DPW Town Engineer: Signature. FIRE DEPARTMENT - Temp Du Located at 124 Main Street Fire Department signature/date _ COMMENTS Comments on site yes 3_i7 -1y Drivewav Permit Located 384 no 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 Call Email Date Time Contact Name Doc.Building Permit Revised 2014 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 a 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/Cross Section/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 submitted with the building application Doc: Building Permit Revised 2014 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 726-2015 on 3/20/15 Date: September 14, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 48 Compass Point — Building I 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: Berry Co LLC 48 Compass Point North Andover, MA 01845 Fee: PrePaid $100.00 Receipt: 28576 Cheek: 7871 0 0 ..2- 0 O 0 N O O cm 0 W CDQ O to rt 0 y O a U) N CD 0=-%O � D) CA F C o CD 0 • _-,r cn a; CD T =Mal r•.0 m =4 =r 0) IMOL Cl) m D v' 0 -i CD 2 Q O CCD O O n (Q Q O •-► N o0QJ � smom. 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G t\i\ (DrD n m N r n � o Z O p r �m m n D O Ma O z ^I O �o = b m I� =w 0 c fD HA O _ APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION ACTED �pa���5 BUILDING PERMIT # '0 LS SACHU`�E ADDRESS/LOCATION OF PROPERTY: H M,0 00,0&&& RD�n+ Map Parcel (0) Lot Number. SUBDIVISION: m,e fr I Yn&, tc Co (N J o1 S DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: i �C�clo FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE -STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: Address TOWN ENGINEER, SITE PLt�N CONSERVATION u � PLANNING DPW—WATER METER SEWER CONNECTION uv ROUTING DRIVE—WAY REVIEW uo� �i ► 110 IVIY � 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 CLERult 50 Washington Street Westborough, MA 01581 IECC 2009 & IECC 2012 Duct Tightness Verification Pass /Fail Date: August 31St, 2016 Permit No.: Street Address: 48 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,175 SgFt Source of Area Calculation: Builder HERS Rater: Nicholas Abreu Certification Number: 8368122 Signature: C.z ­ Client: Tim Barlow 2009 IECC - New Construction Post -construction test ❑ Total Leakage —12 cfm/100 ft2 maximum allowed ❑ Leakage to outdoors — 8 cfm/100 ft2 maximum allowed Testing result: Rough -in test Total leakage Air Handler Installed? ❑ Yes -6 cfm/100 ft2 maximum allowed ❑ No -4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 cfm/100 ft2 2012 IECC - New Construction Post -construction test ® Total Leakage — 4 cfm/100 ft2 maximum allowed Testing result: 2.62 cfm/100 ft2 Rough -in test - Total leakage Air Handler Installed? ❑ Yes —4 cfm/100 ft2 maximum allowed ❑ No -3 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Results apply to the system as tested on the date above. Compliance is void if any changes are made to the duct system. 50 Washington Street, Suite 3000 Westborough, MA 01581 IECC 2012 402.4.2.1 Testing option Blower Door Testing Pass / Fail Date of test: September 12, 2016 Street Address: 48 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,175 Square Feet Total conditioned volume: 20,150 Cubic Feet Source of area and volume calculations: Builder X Rater Other HERS Rater: CLEAResult, Certification Number: 8368122 Signature: Builder: Trust Construction Builder Contact: Tim Barlow Tested Air Leakage Requirement: 3 Air Changes per hour at 50 pascals (ACH50) or less Measurement: ACH50: 2.99 CLEAResult © 2015 Project Title: Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 MERRIMACK TOWNHOMES Date: 9/13/16 Permit No. 973-15 Property Address: 11 - 48 COMPASS PONT, NORTH ANDOVER, MA Project: Check one or both as applicable: Xl New construction ❑ Existing Construction Project description: Wood framed, two story town homes in a row of two in the building named "I" with u/g gas, electric, water and sewer services. I KANAYO LALA MA Registration Number: 33710-C Expiration date: JUNE 30, 18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [X] Other: ALL DESCIPLINES for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 1.07. Enter in the space to the right a "wet" or electronic signature and seal: Phone number: 978-337-5252 Email: kanayolala@gmail.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION B1dg.G - #805-15 REPORT NO: Eighteen TO: Building Commissioner- Permit Number B1dg.H - #506-15 400 Osgood Street, N Andover, MA Bldg. I - 505-15 Bldg. J - #072-2016 PROJECT NAME OR NUMBER: Merrimack Condominiums 60, 62, 64, & 66 Compass Point, Units G1, G2, G3, & G4 STREET ADDRESS: 52 & 50 Compass Point, Units H1 & H2 `;8'& 46 Compass Point, Units TOWN/CITY: Nortb Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow UP DATE PREVIOUS ISSUES: DATES COVERED: April 178 2015 through July 23, 2015 CONDITIONS: Partial Sunny Spring Day - 64F LICENSE # CS 059359 Buiding "D" is 70% complete. COMMENTS: Installation of electric & plumbing rough -ins are in progress in Building "H" & "I" WORK IN PROGRESS .Building "I" - framing is 90% complete. Building "H" - framing is 90% complete. Building "G" - framing is 60% complete. In Reneral low soffit in izarne should be limited to 2' width off walls. SITE VISITS: Inspected on July 23 for the excavation for "J" & progressing work in D, G, H & I. RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION: % 48% of the all 15 buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BU[LD]NG CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala u a s�.__ __PATE: JULY 23, 2015 s Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 271,875.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 48 Compass Point 726-15 on 3/20/2015 Single Family Home f r i PROPOSED BLDG "G" V)k (T CERTIFIED PLOT PLAN to arm um vrncKm �3 T7 T EXISTING %% t r, :k► V it I '* -0 YA,3 ! ]I •.7 A•1'!I it • ! If' -4#4:i. t !! It ♦ L 10 f :r IL -- -# ara caul B is3 a r ] .►# i .]' .. MI •<' fit -i! •].. _ fill WA I IL } ';:i>, •y' i^s*.- '.::.d }' ]' 9t;;. it;.; ♦ ;t 1':9i- .MF A M. 1}♦-i.�l MERRIMAC CONDOMINIUMS Q CAOM RS ROUTE 114, NORTH ANDOVER, MASS, M JECT �O NAND13 SCALE, V=14+0' i ODRAWN DYi PCG DATES 1/2,1/15 CHECKED BYl SC SHTo 1 REVISED, '`'" CERTIFICATE OF LIABILITY INSURANCE DATE1 2/10/15) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the policy(tes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate folder in lieu of such endorsemen PRODUCER Coonan Insurance Agency, Inc. 267 Main Street Oxford, MA 01540 CONTACT NAME: PHONE 508 987-7122 FAX N (508) 987-7152 .MAIL ADDRESS: cindv@coonaninsurance.com INSURERIS) AFFORDING COVERAGE NAIC # INSURER A: Travelers 11/3/14 INSURED INSURER B : TJK, Inc. INSURER C: PO Box 12 INSURER D: South Grafton, MA 01560 INSURER E: INSURER F: $ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR 7YPEOFINSURANCE AML SUBR POLICYNUMBER POLICY EFF M/DD/Y POLICY EXP MM/DD/YYYY UMTS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS WADE � OCCUR Cindy Davis 680-335M1703-14 11/3/14 11/3/15 EACH OCCURRENCE $ 1,000,000 DAMAGETORENTEDDrenW $ 300,000 MED EXP (Any one person) $ 5,000 PERSONAL& ADVI NJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER RQ LOC X POLICY PXI PRODUCTS -OOMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANYAUTO ALLOWPED SCHEDULED AUTOS AUTOS NON -OWNED HIREDAUTOS _ AUTOS AUTOS CoaMBNEeDL INGLELIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ eracadeM $ UIIIBRELLALIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A VYORKERS COMPENSATION Y / N AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVEN OFFICE RIMEMBER EXCLUDED? (MardalM in NH) If yYas describe under DES�RIPTIONOFOPERATIONSbelow / A IE -OB -9914N01-3-15 1/26/15 1/26/16 X WCSTATU- DTH - E.L. EACH ACO CE NT $ 100,000 E.L. DISEASE -EA EMPLOYE $ 1400 000 E.L. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Addif anal Reim ft Sda;dule, Bmore space isregdred) CERTIFICATE HOLDER CANCELLATION © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tdbuildinq@aol.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZED REPRESENTATIVE North Andover, MA 01845 Cindy Davis © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tdbuildinq@aol.com Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor A License: 33 Expiration Commissioner El Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic Beam Al Suaaortina Attic Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 Cd= 1 TOTAL LOAD 461 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 2768 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 8303 LB -FT MOMENT2= 0 LB -FT 49.91 =S provided OK S= 34.36 IN^3 230.84 = Deflection = 0.466 IN = U 309 For Total Load Required U240 Deflection2 = 0.000 IN = U 463 For Live Load Required U360 Fcp'= 527 PSI OK 1.50 In Bearing Length Fv'= 128 PSI OK KANAYC H. LALA No. 33710-C Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic Beam A2 Supportinq Attic Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 Cd= 1 TOTAL LOAD 461 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 2768 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 8303 LB -FT MOMENT2= 0 LB -FT 49.91 =S provided OK S= 34.36 IN^3 230.84 = I Deflection = 0.466 IN = U 309 For Total Load Required 0240 Deflection2 = 0.000 IN = U 463 For Live Load Required 0360 Fcp'= 527 PSI OK 1.50 In Bearing Length Fv'= 128 PSI OK KAHAY0 H. LALA No. 33710�C Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic Beam A3 Supporting. Attic Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 0.98 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 Cd= 1 TOTAL LOAD 461 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4209 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 14 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 19203 LB -FT MOMENT2= 0 LB -FT 114.33 =S provided OK S= 79.46 IN^3 760.25 = I Deflection = 0.757 IN = U 289 For Total Load Required U240 Deflection2 = 0.000 IN = U 434 For Live Load Required U360 Fcp'= 401 PSI OK 3.00 In Bearing Length Fv'= 129 PSI OK KANAYD H. LALA No. 33710-C Y� Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 39.00 PSF SNOW LOAD PSF LIVE LOAD 50.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.00 LF JOIST/GIRDER SPAN 6.75 LF WIDTH- IN 4.50 SPF#2-10 9.25 ROOF PITCH - N:12 = Third Floor Beam T1 Supporting Floor & Wall 390.00 PLF Ce= 1 0.00 PLF Cq= 1 500.00 PLF qs= 29.10 890 PLF 1= 1 29.10 PSF FT 3004 LB =TOTAL REACTION E= 1400000 PSI Fb= 950 PSI IN = d Fv= 70 PSI Fc= 975 PSI Fcp= 335 PSI CF 1.00 Cs= Cd= 1 Cm= 1 MOMENT= 5069 LB -FT MOMENT2= 0 LB -FT 64.17 =S provided OK S= 64.03 IN^3 296.79 = Deflection = 0.100 IN = U 810 For Total Load Required U240 Deflection2 = 0.000 IN = U 1441 For Live Load Required U360 Fcp'= 223 PSI OK 3.00 In Bearing Length Fv'= 108 PSI OK USE TRIPLE OF THE FLOOR JOISTS TYPE. KANAYO H. LAZA No. 33710.0 Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T2 Supporting. Floor & Wall LOADS: DEAD LOAD 23.78 PSF 237.80 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 33.00 PSF 330.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 568 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 5181 LB =TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 2900 PSI WIDTH- IN 12.25 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc-- 2700 PSI Fcp= 750 PSI MOMENT= 23639 LB -FT MOMENT2= 0 LB -FT 174.69 =S provided OK S= 97.82 IN^3 807.94 = 1 Deflection = 0.877 IN = U 250 For Total Load Required U240 Deflection2 = 0.000 IN = U 430 For Live Load Required U360 Fcp'= 282 PSI OK 1.50 In Bearing Length Fv'= 69 PSI OK USE BETTERHEADER #60 (FLITCH BEAM) 2-LVLs 9 1/4" WITH 5/8" STEEL PLATE BOLTED WITH 5/8" DIA BOLTS @ 12" O.C. IN TWO ROWS. l�� Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums 1 -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 23.78 PSF SNOW LOAD PSF LIVE LOAD 33.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.00 LF JOIST/GIRDER SPAN 18.25 LF WIDTH- IN 4.00 36KSI W10X15 ROOF PITCH - N:12 = Third Floor Beam T2 -STEEL Supporting Floor & Wall 237.80 PLF Ce= 1 0.00 PLF Cq= 1 330.00 PLF qs= 29.10 568 PLF 1= 1 29.10 PSF FT 5181 LB =TOTAL REACTION E= 29000000 PSI Fb= 24000 PSI 10 IN = d Fv= 16200 PSI Fc= 24000 PSI Fcp= 405 PSI CF 1.00 Cs= Cd=1 Cm=1 MOMENT= 23639 LB -FT MOMENT2= 0 LB -FT 13.80 =S provided OK S= 11.82 IN^3 53.90 = I Deflection = 0.907 IN = U 242 For Total Load Required U240 Deflection2 = 0.000 IN = U 416 For Live Load Required U360 Fcp'= 324 PSI OK 4.00 In Bearing Length Fv'= 3,109 PSI OK W10X15, DEPT11=10" AND FLANGE WIDTH=4". l< VANAYO H. LALA No. 33710-C Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T3 Supporting Floor & Wall LOADS: DEAD LOAD 25.54 PSF 261.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 672 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4031 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 5.25 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 12092 LB -FT MOMENT2= 0 LB -FT 74.87 =S provided OK S= 50.03 IN^3 346.26 = Deflection = 0.453 IN =U 318 For Total Load Required U240 Deflection2 = 0.000 IN =U 521 For Live Load Required U360 Fcp'= 512 PSI OK 1.50 In Bearing Length Fv'= 124 PSI OK ALSO USE 3-LVLs 9 1/4" FOR BEAM T4. KANAYO H. LAZA No. 337140 Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor Beam S1 Supporting Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 564 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3383 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10148 LB -FT MOMENT2= 0 LB -FT 49.91 =S provided OK S= 41.99 IN^3 230.84 = I Deflection = 0.570 IN =U 253 For Total Load Required 0240 Deflection2 = 0.000 IN =U 348 For Live Load Required U360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK KANAYC H. LALA No. 33710-C KAT..- Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor Beam S2 Supporting Floor LOADS: DEAD LOAD 15.00 PSF 112.50 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 300.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 413 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 1392 LB =TOTAL REACTION TRIBUTARY WIDTH 7.50 LF E= 1400000 PSI JOIST/GIRDER SPAN 6.75 LF Fb= 950 PSI WIDTH- IN 3.00 SPF#2-10 9.25 IN = d Fv= 70 PSI ROOF PITCH - N:12 = Fc= 975 PSI Fcp= 335 PSI MOMENT= 2349 LB -FT MOMENT2= 0 LB -FT 42.78 =S provided OK S= 29.68 IN^3 197.86 = I Deflection = 0.070 IN = U 1165 For Total Load Required U240 Deflection2 = 0.000 IN = U 1601 For Live Load Required U360 Fcp'= 155 PSI OK 3.00 In Bearing Length Fv'= 75 PSI OK USE 3-2X10. rN ALSO USE 3-2X10 FOR BEAM S3 & S4. a KANAYO LALA, P.E........ - 02/20/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 46 & 48 COMPASS POINT, NORTH ANDOVER, MA BUILDING "I" UNIT 11/12 24'X34' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF Building Length 34 ft Building Width 24 ft Building Aspect Ratio= 1.42 Building Area 816 sf Shear End Wall= 11,016 230 PLF Building Mean Height 36 ft Shear Long Wall= 7,776 114 PLF Total Height 45 ft Dead Load of Building 57,120 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 971,040 LB -FT 4 FT SPACING FOR 1/2" A.BOLTS DL Moment Long Wall 685,440 LB -FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 198,288 End Wall M -772752 NO UPLIFT Wind Moment Long Wall 139,968 Long W M -545472 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE SHEAR WALL CAPACITY BY TABLE 2306.2.1(1) %z" OSB / CDX PLY WITH 8D NAILS AT 6" ON EDGES AND 6" ON FIELD - 270PLF< 230 PLF REQUIRED FOR THREE STORY HEIGHT- OK SHEAR WALL REQUIREMENT BY TABLE R602.10.1.2(1) '/" 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 = 19 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 230 PLF SHEAR: AT THE OPENING CORNER 689 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. CREScheck Software Version 4.6.0 �J( Compliance Certificate Project 150317 Trust_Merrimac_Bldgl_Unitl2 Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Multi -family Project Type: New Construction Conditioned Floor Area: 2,131 ft2 Glazing Area 12% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: 3 Envelope Assemblies Floor 1st Floor: All -Wood Jo ist/Truss: Over Unconditioned Space 519 30.0 0.0 0.033 17 Wall 1st Separation: Wood Frame, 16" o.c. 306 15.0 0.0 0.077 22 (1) 2868 Metal to Bsmt: Solid 18 0.160 3 Wall 1st Ext 2x6: Wood Frame, 16" o.c. 540 21.0 0.0 0.057 24 (2) 100-1@3861 DH: Vinyl Frame:Double Pane with Low -E 64 0.290 19 (1) 400-1@3841 DH: Vinyl Frame:Double Pane 11 0.290 3 (1) 6080 sliding Door: Glass 34 0.290 10 (1) 2868 Metal to Garage: Solid 18 0.160 3 Bay Floor: All -Wood Joist/Truss:Over Outside Air 6 30.0 0.0 0.033 0 Ext 2ndWall 2x6: Wood Frame, 16" o.c. 820 21.0 0.0 0.057 39 (3) 100-1@3861 DH: Vinyl Frame:Double Pane with Low -E 48 0.290 14 (2) 600-1@2261 DH: Vinyl Frame:Double Pane with Low -E 19 0.290 6 (1) 500-1@4041 CSMT: Vinyl Frame:Double Pane 11 0.260 3 (1) 400-1@3841 DH: Vinyl Frame:Double Pane 11 0.290 3 (1) 700-1@4661 Fixed: Vinyl Frame:Double Pane 20 0.280 6 (1) 6080 Sliding Door: Glass 34 0.290 10 Wall 2nd Fir Separation: Wood Frame, 16" o.c. 370 15.0 0.0. 0.077 28 Ceiling Bay Win: Flat Ceiling or Scissor Truss 6 30.0 0.0 0.035 0 Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 1 of 9 5:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg 1_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Ext3rdWall 2x6: Wood Frame, 16" o.c. 738 21.0 0.0 0.057 35 (4) 100-1@3861 DH: Vinyl Frame:Double Pane with Low -E 64 0.290 19 (2) 300-1@3841 DH: Vinyl Frame:Double Pane with Low -E 22 0.290 6 (1) 200-1@7661 DH: Vinyl Frame:Double Pane 32 0.290 9 Wall 3rd Separation: Wood Frame, 16" o.c. 333 15.0 0.0 0.077 26 Ceiling Main: Flat Ceiling or Scissor Truss 806 15.0 34.0 0.020 16 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 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Signature Project Notes: Building I , Unit 12 Date Project Title: 150317_Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 2 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust Merrimac BI REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2012 IECC 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. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable building envelope. ❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies 103.2, 'documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable ; [PR3]1 ;lighting and mechanical systems. Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling:Cooling:' ❑Not Observable ; Manual J or other methods Btu/hr ;Btu/hr 1❑Not Applicable approved by the code official. 1 I 1 3 1 i I 1 I I Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 3 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg 1_N.Andover\ResCHECK\150317_Trust_Merrimac_BI 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 ;A protective covering is installed to ;❑Complies [F011]z !protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below :❑Not Observable jfgrade. :❑Not Applicable 403.8 Snow- and ice-melting system controls: ElComplies [FO12]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 4 of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U -factor. U_ U- ;❑Complies ;See the Envelope Assemblies 402.3.4table for values. Not [FR1]1 :❑Does ❑Not Observable ❑Not Applicable 402.1.1, (Glazing U -factor (area -weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ;❑Not Applicable [FR2]1 1 i 1 1 1 I 1 303.1.3 U -factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not iwith the NFRC test procedure or ; taken from the default table. [:]Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 !installed per manufacturer's ❑Does Not instructions. ❑Not Observable ' ❑Not Applicable 402.4.3 ; Fenestration that is not site built ❑Complies ; [FR20]1 lis listed and labeled as meeting ❑Does Not AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 1 402.4.4 IC -rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not 10 and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies [FR12]1 ;insulated to >_R-8. All other ducts R- R- �❑Does Not :in unconditioned spaces or ;outside the building envelope are UNot Observable :insulated to >_R-6. I ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers, and filter boxes are ❑Does Not :sealed. I i ❑Not Observable ' ❑Not Applicable 403.2.3 ;Building cavities are not used as ❑Complies [FR15]3 (ducts or plenums. ❑Does Not ❑Not Observable 1 ❑Not Applicable 403.3 #HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 °F or chilled fluids UDoes Not below 55 °F are insulated to >_R- I ;Not Observable ❑ 3 {❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ; ❑Does Not ❑Not Observable ; ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R -❑Complies [FR18]2 2:11-3.❑Does Not j❑Not Observable I 1❑Not Applicable j 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 5 of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust Merrimac BI Section Plans Verified Field Verified # Framing / Rough -In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 ;Automatic or gravity dampers are ❑Complies [FR19]2 `installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 6 of 9 5:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg 1_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & RegAD 303.1 All installed insulation is labeled for ❑Complies [IN13]2 the installed R -values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Floor insulation R -value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6; ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑Steel❑Not Observable 1 3 ❑Not Applicable I 1 303.2, !Floor insulation installed per ❑Complies 402.2.7 i manufacturer's instructions, and ❑Does Not [IN2]1 ;in substantial contact with the ' :underside of the subfloor. []Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R -value. If this is a ; R- R- :[]Complies ;See the Envelope Assemblies 402.2.5, � mass wall with at least 1/2 of the ❑ Wood ❑Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ; El mass F] Mass ❑Not Observable [IN3]1 ;exterior, the exterior insulation I requirement applies (FR10). I ❑ Steel ❑ Steel ; ❑Not Applicable ; , ; 303.2 :Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 7 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R -value. R- R- I❑Complies ;See the Envelope Assemblies 402.2.1, E]Wood E]Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑Steel ;❑Not Observable [Fill' j ❑Not Applicable j , 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [1713]1 ;insulation >_R -value of the ;❑Does Not ;adjacent assembly. :❑Not Observable :❑Not Applicable 402.4.1.2 ; Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 =❑Complies [F117]1 :ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ' ;❑Not Observable ❑Not Applicable 403.2.2 1 Duct tightness test result of <=4 cfm/100 cfm/100 I❑Complies [F14]1 1cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough -in Itests, verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 :Air handler leakage designated ❑Complies [F[24]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies I [FI9]2 installed on forced air furnaces. ❑Does Not 9J ❑Not Observable ❑Not Applicable 403.1.2 f Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable , ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [F125]2 !fans not part of tested and listed ❑Does Not I HVAC equipment meet efficacy ❑Not Observable !and air flow limits. I ❑Not Applicable 404.1 I75% of lamps in permanent ❑Complies [F16]1 :fixtures or 75% of permanent ❑Does Not :fixtures have high efficacy lamps. Does not apply to low -voltage ❑Not Observable plighting. ❑Not Applicable 1 I High Impact (Tier 1) 2 I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 8 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg 1_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 404.11 ;Fuel gas lighting systems have ❑Complies [FI23)3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not 14 ❑Not Observable ❑Not Applicable 303.3( Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating have been provided. ❑Does Not (systems ❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12-1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 9 of 9 5:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI 2012 IECC Energy �� �, Certificate es' � "� � ij � �, d i ( i a ; i e Above -Grade Wall 21.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments