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HomeMy WebLinkAboutBuilding Permit #725-15 - 46 COMPASS POINT ROAD 3/20/2015A BUILD NG PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received Date Issued: 'SSAH IMPORTANT: Applicant must complete all items on this page LOCATION 5bla t( d0y)J� S Print PROPERTY OWNER Print 100 Year Structure yes p6 MAP : PARCEL: ZONING DISTRICT:] Historic District yes rdd Machine Shop Village yes p6 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ❑ One family ❑ AdditionTwo or more family 11 Industrial ❑ Alteration No. of units: 02 ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain [XWetlands ❑ Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: �k lU Identification - Please Type or Print Clearly OWNER: Name: � � �r14i7[G�(�c Phone: q-115 5S k 345{o Address: S � n., Q10)-710 Contractor Name: 'i(Y- Phone: 15;a6 3 ;)b 11i33-1 Address: `ck S- 6(L,44&) 0 . OI5(0c) Supervisor's Construction License: bs� 3� Exp. Date: 11 01 I 1 io q,� Home Improvement License: Exp. Date: -TI aG ARCHITECT/ENGINEER �I Phone: -1b `1 5i)L 5 Q Address:_ Y1 l9f `D4 gAQq �N)U • Reg. No. 53 -710 -0 - FEE 3 -710_0 - FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ ilm? Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access o the g aranty fund Signature of Agent/Owner Signature of contract - Location No. ' Date Check 4t-V� 20'6/ TOWN OF NORTH ANDOVER Certificate of Occupancy $ IDO Building/Frame Permit Fee $� —2' Foundation Permit Fee $ K Other Permit Fee $ 0 TOTAL $ M Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On COMMENTS CONSERVATION COMMENTS HEALTH COMMENTS Reviewed on I.1 Signature r ' j d � IDL)\ i�Q `L Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes r q Planning Board Decision: Comments " Conservation Decision: Comme Water & Sewer Connection/Sic inature & Date Driveway Permit DPW Town Engineer: Signature: / /J) Lo ated 384 Osgood Stre FIRE DEPARTMENT - Temp Dumpst site yes no Located at 124 Main Street Fire Department signature/date COMMENTS % Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NU I t5 ana UA I A — wor department use ❑ Notified for pickup Call Ema 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 ❑ 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) 0 Building Permit Application a Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses ,0 Workers Comp Affidavit ,n 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 o� N�ioTN � �JsACNU5tY CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 725-2015 on 3/20/2015 Date: December 14, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 46 Compass Point MAY BE OCCUPIED AS IN a single family home ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Berry Co. 46 Compass Point North Andover, MA 01845 Fee: PrePaid $100.00 Receipt: Check: CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 725-2015 on 3/20/2015 Date: December 14, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 46 Compass Point MAY BE OCCUPIED AS IN a single family home ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Berry Co. 46 Compass Point North Andover, MA 01845 Fee: PrePaid $100.00 Receipt: Check : < n p p 2) _ ca o c • O "C� �_� Q o C) 0in= rt Q. o cn 0 =• CDD m = SD R N C7. n to y C %c CD n o CD O ZC W CD CD O - Z "O EL � o cam. S O b C/) � D o N 0 � _ Z � Com.m part_' , � O� �Zn� 3 -21 "O 03 : to Z, O C m Cl) O o. vc, CD o CCD O fi TCr cu O CL sy =r Z CD WCD CD CD O CO)CD COCL CD to 3 0 zr cn CD � Z. Vi C:D7 3 IW C 'o_ (D 9x CA O (D Z C CD r 0 U) CD D m C Z mcn CD �. O M: o CD �= ~` (n V1 W J 71 :V V1 ! `T11 .. 7J T ('jam. ,p T V1 T fD rD CD 70 ill� 22 Z O Z Q`. M m Z 70 y n n -rl (� p o x 4e 1V O p APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION Okioyb 3.qS A7eo .�5 BUILDING PERMIT # S ' 1 S SACHUS� ADDRESS/LOCATION OF PROPERTY: "! Lmoc/"Ss &t)+ Map d Parcel Lot Number 4 t,,.J SUBDIVISION: Mer(-, MGIcy_ Co n a o DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE -STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: ROUTING B TOWN ENGINEER, SITE PL —DRIVE -WAY REVIEW CONSERVATION PLANNING F1 / 1 DPW-WATERMETER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW SIGNATURE File: Application for OC form revised Jan 2007/2011 ral 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: 10/08/16 Property Address: 12 - 46 COMPASS PONT, NORTH ANDOVER, MA Permit No. 505-15 Project: Check one or both as applicable: X1 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: 1. 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. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. 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 107. 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 Luft 50 Washington Street Westborough, MA 01581 IECC 2012 & MA Stretch Energy Code Duct Tightness Verification Pass /Fail Date: October 6, 2016 Permit No.: Street Address: 46 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,175 Square Feet Source of Area Calculation: Rater HERS Rater: Nicholas Abreu Certification Number: 8368122 Signature: Builder: TB Building Builder Contact: Tim Barlow HVAC Contractor: I J&J Heating and Cooling 2012 IECC - New Construction Post -construction test ® Total Leakage — 4 cfm/100 ft2 maximum allowed Testing result: 3.22 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 MA Stretch Energy Code — 401.3 Prescriptive Option for Residential Additions and 401.5 Prescriptive Option for Alterations, Renovations or Repairs Applies to all systems except those in which the air handler and all ducts are located within conditioned space ❑ Leakage to outdoors - 4 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. CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE 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 HI & H2 ' 1. Compass Point, Units TOWN/CITY: North Andover, MA plyk i GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE # CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: April 178 2015 through July 23, 2015 CONDITIONS: Partial Sunny Spring Day - 64F 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 general low soffit in f4araRe 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 1N COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala DATE: JULY 23, 2015 LL Ut h._ Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 27,875.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 46 Compass Point 725-15 on 3/20/2015 Single Family Home o0$o w _ c Z;l:5. (t. Mal �D, m n0 0 Cr, `m 0,3= N V! O Vl ,Oy, ZD-' 77 o0r+CL 0 m W CD -0 y C N �D CCD 2 CL (D D c cQ CL O = ry U) O S tlD _COD CD 0� O S O 0 fA O �, Cr C. 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D CD U) O n 0) to RL Q. = (n O CD y O O C O O `p Q. r � a) CD U "''k o o v co O O . rt rt CD S m CD 0 y rt O •o -w CD !� CCD -0 J C O O O -I O O "M 3 o O 1 � z fl—' o UQ S d m CD o S °—' :;o 5 °—' _s (D o 3 o d Orn m o N o v m D z y H rn A m n n VZf cl � C W z G) N r) : C v z a) H O r�r W v O = M x R PROPOSED BLDG LDG -G- EXISTING FOUNDATION BLDG wW C41 PROPOSED BLDG"� CERTIFIED PLOT PLAN m Orr= u= WfDm qT w t". � 2121 Akl; It a! A : �21'1 t I 3ol 1 .3. flat I I'm Al 30W -411V JJV�JU3-jUji it T V ma HU== foam lznl m law my nmw KRB Cm "MALWO b r,/ , 161, FOU'ri'Df'iTION...AS-RUILT.BUILDING."l' ALI 11,11-14ho �- MERRIMAC CONDOMINIUMS PAS Q ON= n3 ROUTE 114, NORTH ANDOVER, MASS. PROJECT NO, NAND13 SCALEo 1'=40' PA - CK Tr CK. •c DRAVN BYl PCG DATEi 1/21/15 CHECKED BYlSC SHTs I LREVISEDs OF, I ACORO& CERTIFICATE OF LIABILITY INSURANCE °��( "°°'"""' 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(es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s). PRODUCER Coonan Insurance Agency, Inc. CONTACT NAME: PHONE FAX 508 987-7122 No: (508) 987-7152 267 Main Street Oxford, MA 01540 E q�LSS: aindy@coonaninsurance.com ADDRE INSURERS) AFFORDING COVERAGE NAIC# INSURER A: Travelers EACH OCCURRENCE $ 1,000,000 INSURED INSURER B: TJK, Inc. INSURERC: PO Box 12 INISIRER D : South Grafton, MA 01560 INSURER E: INSURER F : AUTOMOBILE LIABILITY ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS _ AUTOS 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 TYPE OF INSURANCE AML SUER POLICY NUMBER POLICY EFF MIDDY POLICY ETP MMIDDIYYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GE NEPAL LIABILITY CLAIMS-MADE "OCCUR -Cindy Davis 680-335141703-14 11/3/14 11/3/15 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTEDBMW $ 300,000 MED EXP (Any one person) $ 5,000 PERSONAL&ADVINJURY $ 11000,000 GENERAL AGGREGATE $2,000,000 GEN'LAGGRE-GATELIMIT APPLIES PER X POLICY PRO- LOC PRODUCTS - COMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS _ AUTOS COMBINED aBc NED IN LE IMT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTYAMAGE $ UMBRELLA LIAB EXCESSLIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? 7 (Maedaloty in NH) If yes describe under DES6RIPTION OF OPERATIONS below N / A IE -UB -9914N01-3-15 1/26/15 1/26/16 X I WCSTATU- I OTH- E.LEACH ACCIDEIIT 100,000 - E.L. DISEASE -EA EMPLOYEE $ 100,000 E.L. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Rene Acs Schedule, K morespace Is requ i red) CERTIFICATE HOLDER CANCEL[ ATIAN © 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: tdbuilding@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: tdbuilding@aol.com r ~� Massachusetts - Department of Public Safety andards Board of Building Regulations and St Construction Supervisor License: CS -059359 ,.muv ,ur -RAR�.o jll�lvaar- i i P.O.BOX #12. �nllt[l �fbii�u Expiration 112412W6 Commissioner i m_ Cccciiva� - �� V�anvmx�mti c',ness Regulation vu..� r oACTrsk - ME IMPROVEMENTC:•1a•-•--� Tyne: �15Liauv..• - viA y 712JfL� 16,E n , __ �r nnT CT 1 i 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 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 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 KANAY0 H. LALA No. 33710-C l< ' . 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 15.00 PSF SNOW LOAD PSF LIVE LOAD 30.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.25 LF JOIST/GIRDER SPAN 12 LF WIDTH- IN 3.50 PSULVL 9.25 ROOF PITCH - N:12 = Attic Beam A2 Supporting Attic Floor 153.75 PLF Ce= 1 0.00 PLF Cq= 1 307.50 PLF qs= 29.10 461 PLF 1= 1 29.10 PSF FT 2768 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI CF= 1.00 Cs= Cd= 1 Cm= 1 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 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 Supaortina 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 OF KANAYO LAZA No. 3371" o IST(� 6\�� ��ES�10 AL 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 T1 Sumortinq Floor & Wall LOADS: DEAD LOAD 39.00 PSF 390.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 50.00 PSF 500.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 890 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3004 LB =TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 1400000 PSI JOIST/GIRDER SPAN 6.75 LF Fb= 950 PSI WIDTH- IN 4.50 SPF#2-10 9.25 IN = d Fv= 70 PSI ROOF PITCH - N:12 = Fc= 975 PSI Fcp= 335 PSI MOMENT= 5069 LB -FT MOMENT2= 0 LB -FT 64.17 =S provided OK S= 64.03 IN^3 296.79 = I 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. 1< KANAYO H. IALA 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 Suavortinq 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 A2 = 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 = I 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. _..a..a 0 Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T2 -STEEL 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= 29000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 24000 PSI WIDTH- IN 4.00 36KSI W10X15 10 IN = d Fv= 16200 PSI ROOF PITCH - N:12 = Fc-- 24000 PSI Fcp= 405 PSI MOMENT= 23639 LB -FT MOMENT2= 0 LB -FT 13.80 =S provided OK S= 11.82 IN^3 53.90 = 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 WlOX15, DEPTH=10" AND FLANGE WIDTH=4". KANAYG H. LAZA 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 PSL/LVL 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 LJ360 Fcp'= 512 PSI OK 1.50 In Bearing Length Fv'= 124 PSI OK ALSO USE 3-LVLs 9 1/4" FOR BEAM T4..0 pf N K"YO 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 LJ240 Deflection2 = 0.000 IN = U 348 For Live Load Required L/360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK KANAYO H. LALA 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 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. Of ALSO USE 3-2X10 FOR BEAM S3 & S4. KA LALA 1 NO. 33710-C Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 15.00 PSF SNOW LOAD PSF LIVE LOAD 40.00 PSF TOTAL LOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.25 LF JOIST/GIRDER SPAN 12 LF WIDTH- IN 3.50 PSL/LVL 9.25 ROOF PITCH - N:12 = 1st Floor Beam F1 Supporting Floor 153.75 PLF Ce= 1 0.00 PLF Cq= 1 410.00 PLF qs= 29.10 564 PLF 1= 1 29.10 PSF FT 3383 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI CF= 1.00 Cs= Cd= 1 Cm=1 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 U240 Deflection2 = 0.000 IN = U 348 For Live Load Required U360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK 1 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 LIVE LOAD WIND LOAD Building Length 34 ft Building Width 24 ft Building Area 816 sf Building Mean Height 36 ft Total Height 45 ft Dead Load of Building 57,120 lbs DL Moment End Wall 971,040 LB -FT DL Moment Long Wall 685,440 LB -FT Wind Moment End Wall 198,288 Wind Moment Long Wall 139,968 50 PSF 40 PSF 18 PSF Building Aspect Ratio= 1.42 Shear End Wall= 11,016 230 PLF Shear Long Wall= 7,776 114 PLF 1/2"A.BOLT SHEAR 801 LB 4 FT SPACING FOR 1/2" A.BOLTS WITH TWO 2X SYP PLATES NET End Wall M -772752 NO UPLIFT 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_UnitI1 Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Multi -family Project Type: New Construction Conditioned Floor Area: 2,201 ft2 Glazing Area 9% Climate Zone: 5 (6322 HDD) Permit Date: Wall 1st Ext 2x6: Wood Frame, 16" o.c. Permit Number: 21.0 0.0 Construction Site: Bldg I, Unit 11 North Andover, MA Owner/Agent: Designer/Contractor: SIMID IMEMM Compliance: 0.0% Better Than Code Maximum UA: 354 Your UA: 354 The % Better or Worse Than Code Index reflects how close 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 Floor 1st Floor: All -Wood Joist/Truss:Over Unconditioned Space 547 30.0 0.0 0.033 18 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. 927 21.0 0.0 0.057 48 (1) 100-1@3861 DH: Vinyl Frame:Double Pane with Low -E 17 0.290 5 (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 Floor 2nd Over UnOcc Garage: All -Wood Joist/Truss:Over Unconditioned Space 740 30.0 0.0 0.033 24 Bay Floor: All -Wood Joist/Truss:Over Outside Air 6 30.0 0.0 0.033 0 Ext 2ndWall 2x6: Wood Frame, 16" D.C. 820 21.0 0.0 0.057 38 (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) 800-1@3232 Awning: Vinyl Frame:Double Pane 7 0.270 2 (1) 7001-@4661 Fixed: Vinyl Frame:Double Pane 20 0.280 6 (1) 6080 Slider Door: Glass 34 0.290 10 Project Title: 150317 Trust_Merrimac_Bldgl_Unitll Report date: 03/19/15 Data filename: Pagel of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust_Merrimac_BI 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 Ext3rclWall 2x6: Wood Frame, 16" o.c. 738 21.0 0.0 0.057 36 (5) 100-1@3861 DH: Vinyl Frame:Double Pane with Low -E 80 0.290 23 (1) 300-1@3841 DH: Vinyl Frame:Double Pane with Low -E 11 0.290 3 (1) 800-1@3232 Awning: Vinyl Frame:Double Pane 7 0.270 2 Wall 3rd Separation: Wood Frame, 16" o.c. 333 15.0 0.0 0.077 26 Ceiling Main: Flat Ceiling or Scissor Truss 827 15.0 30.0 0.022 18 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. Name - Title Signature Date Project Notes: Building I , Unit 11 Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 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 & Re AD 103.1, ;Construction drawings and ❑Complies 103.2 'documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ' building envelope. ❑Not Observable ❑Not Applicable 103.1, ;Construction drawings and ❑Complies 103.2, 'documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ' [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; '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 approved by the code official. ;❑Not Applicable ; i ! i Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 IMediurn Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 Report date: 03/19/15 Data filename: Page 3 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust Merrimac BI 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. ;❑Not Observable ❑Not Applicable 403.8 Snow- and ice-melting system controls;❑Complies [FO12]2 installed. E❑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_Unitl1 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 Plans Verified Field Verified # Framing t Rough -In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; ;❑Does Not ;table for values. [FR1]1 :[]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 I 402.5 ,❑Not Applicable [FR2]1 i i F I 1 i I 303.1.3 U -factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not 44 ;with the NFRC test procedure or ;taken ❑Not Observable from the default table. ❑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 ❑Not Observable for has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable lIimits. l 402.4.4 IC -rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 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 l R-" R_ l❑Does Not ; in unconditioned spaces or ;outside the building envelope are ; ❑Not Observable ;insulated to >_R-6. l ;❑Not Applicable j 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 ;air handlers, and filter boxes are ❑Does Not ;sealed. ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluids l ;❑Does Not Ill below 55 °F are insulated to >_R- 13. ❑Not Observable 1❑Not Applicable 403.3.1 lProtection of insulation on HVAC ❑Complies [FR24]1piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- :[]Complies [FR18]2 >R-3. ;❑Does Not ❑Not Observable :F -]Not Applicable 1 1 High Impact (Tier 1) 1, 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitll 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 I Framing / Rough -In Inspection Value Field Verified Value Complies? Comments/Assumptions & Req.ID 403.5 JAutomatic or gravity dampers are ❑Complies [FR19]2 i installed on all outdoor air ❑Does Not 'intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) L2J Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 Report date: 03/19/15 Data filename: Page 6 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust Merrimac BI Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]1 Eor 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 E] Steel ,❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions, and ❑Does Not [IN2]1 :in substantial contact with the ❑Not Observable underside of the subfloor. ❑Not Applicable 402.1.1, I 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 [IN3]1 wall insulation on the wall ;exterior, the exterior insulation ; El Mass E] mass -]Not Observable I requirement applies (FR10). ; I i El steel ❑ Steel i❑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) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 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 Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & RegAD 402.1.1, ;Ceiling insulation R -value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, Steel ' 402.2.6 ' ❑ ❑ Steel ;❑Not Observable ;❑Not Applicable ; ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every ,4 ;300 ftz. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable f� ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ! R- ;❑Complies [F13]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 iach in Climate Zones 1-2, and 5 ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.2 ;,Duct tightness test result of <=4 cfm/100 cfm/100 ;❑Complies [F14]1 :cfm/100 ft2 across the system or !ftz ftz ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable :handler @ 25 Pa. For rough -in :tests, verification may need to ;❑Not Applicable :occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable I ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ti ❑Not Observable ❑Not Applicable 403.5.1 1All mechanical ventilation system ❑Complies [FI25] ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy Viand airflow limits. ❑Not Observable ; ❑Not Applicable 404.1 ;75% of lamps in permanent ❑Complies [F16]1 :fixtures or 75% of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable :Does not apply to low -voltage :lighting. ❑Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 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. 1 Comments/Assumptions & Req.IDl 1 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 !no I continuous pilot light. []Does Not ❑Not Observable j ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 :mechanical and water heating ❑Does Not ;systems have been provided. t ❑Not Observable ❑Not Applicable 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_Unitll Report date: 03/19/15 Data filename: Page 9 of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust_Merrimac_BI IECCEnergy C 2012 �(j Efficiency Certificate Above -Grade Wall 21.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 45.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments