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Home My WebLink AboutBuilding Permit #257-14 - 70 COMPASS POINT ROAD 9/15/2014 L BUILDING PERMIT pORTFr 'O�At TOWN OF NORTH ANDOVER �2 ry�., h_ 6 0� APPLICATION FOR PLAN EXAMINATION ( O Permit No#: Date Received 4,pATEo �(y� < i SSACHU`'� Date Issued: . MP RTANT: Applicant must complete all items on this page q6A ' ,1 LOCATION acjS Print PROPERTY OWNER Print 100 Year Structure yes 1 MAP p _PARCEL: ZONING DISTRICT:S�i -Historic District yes Machine Shop Village yes I TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential [�Wew Building ❑ One family ❑Addition Two or more family ❑ Industrial ❑Alteration No. of units: El Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other El Septic []Well ❑ Floodplain 0 Wetlands ❑ Watershed District Water/Sewer DES RIPTIQN OF WORK TQ PE f�F1pRMED: ci (4 ((�a a u-cacAp Identification-,,Please Type or Prim Clearly OWNER: Name: ILA �tc + A-unu k Mo(, Phone: a) SS t 34S Address: L Contractor Name: �Jj( Phone Sb,Oj 3c-�O Address: � 'MU• ox's 6T) Supervisor's Construction License: mac[ >s�S Exp. Date: Home Improvement License:_ Exp. Date: ARCHITECT/ENGINEER '��I �-� Phone: �� J� Sa S o� Address: 1� )tje� 1Lt�l• �'1 'f� 1 ' ICS. • _Reg. No. � FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. � (OO . Total Project Cost: $ �1 1 S FEE: $ �Sa(C@ �Ob ('. 6 Check No.: Receipt No.: akoo� NOTE: Persons contracting with unreg' tered contractors do not have access to the uara fund Signature of Agent/Own µr ignature of contract r - �- r Location 36 COM P' `n '— //— No. s Date S . - TOWN OF NORTH ANDOVER fa & Certificate of Occupancy $ Building/Frame Permit Fee -- Foundation Permit Fee $ Other Permit Fee $ TOTAL [� Check n 4 (,:�, 4- a0 Building Inspector J v 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 ❑ i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on 9 111 Si nature COMMENTS HEALTH Reviewed on Signature COMMENTS i Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments I Conservation Decision: Comments qDl�- Water& Sewer Connection/si nature& Date Drivewlf Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on 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. a.1 77-S Total land area, sq. ft.: i 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 i I Date Time Contact Name 3 Doc.Building Permit Revised 2014 t 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 o Building Permit Application o Workers Comp Affidavit Li Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract Li Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) Li 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) Li Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses Li Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report o 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 Doe:Building Permit Revised 2014 7 1 O,Noor°1ro o — � � o a ■ r 3'S hCNUSE� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 257-15 on 9/15/2014 Date: September 10, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED at 70 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: 114 Realty Trust 70 Compass Point North Andover,MA 01845 Building Inspector Fee: PrePaid$100.00 Receipt: 28008 Cheek : 7776 NORTH _ Town of �.. E ,, ndover 0 No. - h ver, Mass, COC NICNl WICK �1. A04ArED 'PP�,�S S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ......... .�.. ....... ..... .. .. .... .......................................%..... ..... BUILDING INSPECTOR has permission to erect .......................... buildings on ..-�0......C,��.0�...... .K.. ..... FO o /� /� �1�!!4//�/� to be occupied as ... .�i�tM, �..� ......Co ........... ...�.� .........� ............. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application ina on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and C �� Construction of Buildings in the Town of North Andover. �N 1� ( u ING IN P T R -� Rough � VIOLATION of the Zoning or Building Regulations Voids this Permit. �, Final i'4s'5 tI1�C1� �2 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI STA R ougm� a 1 O� Service .............. .. ... .. . Fin I BUILDING 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 DEPART ENT Until Inspected and Approved by the Building Inspector. r - 11 v y,- Street No. Smoke Det. 7.1a��___ O� c-- It NORT/{ t O APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION 00 Qq iOCwli lwicw y1` T TED Cm U5 5 BUILDING PERMIT # 7 - 15 9SSACH �� °—� ADDRESS/LOCATION OF PROPERTY: i O cw3g,&. S Map Parcel Lot Number SUBDIVISION: 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) ILL L-c RGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURt Permit Issued to: °-T-ro Address: 51 M ROUTING TOWN ENGINEER; SITE PL —DRE-WAY REVIEW F1CONSERVATION �t1`o�` PLANNING ❑ DPW-WATER METER SEWER CONNECTION ' DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 Final Construction Control Document a v To be submitted at completion of construction by a a d Registered Design Professional a h for work per the 8h edition of the � Ve e Massachusetts State Building Code, 780 CMR, Section 107 Project Title: MERRIMACK TOWNHOMES Date: 4/29/15 Permit No. 255,256,257,258-15 Property Address: 68, 70, 72 &74 COMPASS PONT, NORTH ANDOVER, MA Project: Check one or both as applicable: X] New construction ❑ Existing Construction Project description: wood framed, fire sprinkled,three story town homes in a row of three in the building named "F" with u/g_gas, electric water and sewer services I KANAYO LALA MA Registration Number: 33710-C Expiration date: JUNE 30, 16 , 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 Munnvo electronic signature and seal: LALA N No.33714C fSS10 AL Phone number: 978-337-5252 -- Email: kanayolala@gmail.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 ■ y 4 It a ` . X , tv . �Rh r.t!. k.,:Y,u :.F: say-� rk` 'a :. 713 a,- �..# .•:Y.t. :s #♦.. F: 19 R v6" 3;Y 7&' f �'> �',dh'.9h. � i}' '«Mkt 'If A 't. �F .a i ; 50 Washington Street Suite 3000 Westborough,MA 01581 t 508.836.9500 Conner ation f 508.870.5975 Services Group www.csgrp.com IECC 2009 & MA Stretch Energy Code Duct Tightness Verification Pass ail Date: July 10th,2015 f Permit No.: Street Address:70 Compass Point ` North Andover, MA 01845 Total conditioned floor area: 2,175 Square Feet Source of Area Calculation: Builder HERS Rater: Nicholas Abreu Certification Number: 8368122 Signature: -- Builder: Tim Barlow Builder Contact: TB Building HVAC Contractor: J&1 Heating and Air Conditioning 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: 11.3 cfm/100 ft2 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 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. REScheck Software Version 4.5.0 Compliance Certificate Project 140707 Trust_MerrimackCondos_BIdgD_UnitsB-E-E_NAndover Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 2,326 ft2 Glazing Area 12% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 70-D2 North Andover, MA Compliance: Passes using UA trade-off Compliance: 3.2%Better Than Code Maximum UA: 344 Your UA: 333 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 Gross Area Cavity Cont. Glazing Assembly or R-Vallue R-Value or Door UA Perimeter U-Factor Floor 1st Floor:All-Wood joist/Truss:Over Unconditioned Space 450 30.0 0.0 0.033 15 Wall 1st Separation: Wood Frame, 16"D.C. 140 15.0 0.0 0.077 11 Wall 1st Ext 2x6:Wood Frame, 16" o.c. 768 21.0 0.0 0.057 39 Window Dh:Vinyl Frame:Double Pane with Low-E 32 0.290 9 Door Front Ground Fir entry: Glass 20 0.260 5 Door Back:Glass 20 0.260 5 Door Metal: Solid 18 0.170 3 Floor 2nd Over garage:All-Wood joist/Truss:Over Unconditioned Space 467 30.0 0.0 0.033 15 Floor 2nd Over entry:All-Wood j oist/Truss:Over Outside Air 39 30.0 0.0 0.033 1 Wall 2nd Floor 2x6:Wood Frame, 16"D.C. 810 21.0 0.0 0.057 36 Window DH:Vinyl Frame:Double Pane with Low-E 120 0.290 35 Window Fix:Vinyl Frame:Double Pane with Low-E 19 0.280 5 Window CSMT:Vinyl Frame:Double Pane with Low-E 12 0.260 3 Door Slider: Glass 34 0.290 10 Wall 2nd Fir Separation:Wood Frame, 16" D.C. 324 15.0 0.0 0.077 25 Ceiling Bay Win: Flat Ceiling or Scissor Truss 6 30.0 0.0 0.035 0 Wall 3rd Floor:Wood Frame, 16"D.C. 704 21.0 0.0 0.057 34 Window DH:Vinyl Frame:Double Pane with Low-E 102 0.290 30 Project Title: 140707 Trust_MerrimackCondos BldgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbe Iing_Ed\140707 Trust_MerrimackCondos BldgF_UnitsB-E- Page 1 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitD_70.rck I Gross Area Cavity Cont. Glazing Door Perimeter U-Factor Window Awn:Vinyl Frame:Double Pane with Low-E 7 0.270 2 Wall 3rd Separation: Wood Frame, 16"o.c. 288 15.0 0.0 0.077 22 Ceiling Main: Flat Ceiling or Scissor Truss 936 38.0 0.0 0.030 28 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Building D Project Title: 140707 Trust MerrimackCondos_BldgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: 5:\Ebbeling_Ed\140707 Trust_MerrimackCondos BldgF_UnitsB-E- Page 2 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitD_70.rck REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 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 Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ,❑Complies [PR111 'documentation demonstrate ❑Does Not ;energy code compliance for the ❑Not Observable building envelope. ❑Not Applicable 103.2, ;Construction drawings and j❑Complies 403.7 :documentation demonstrate DDoes Not [PR311 ;energy code compliance for i ;lighting and mechanical systems. s❑Not Observable ,Systems serving multiple i❑Not Applicable ;dwelling units must demonstrate i ;compliance with the commercial code. 403.6 Heating and cooling equipment is,; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not on loads per ACCA Manual J or ' Cooling: Cooling: other approved methods. Btu/hr Btu/hr ,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 140707 Trust_MerrimackCondos_BldgD_U nits B-E-E NAnclover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos BldgF_UnitsB-E- Page 3 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitD 70.rck 2009 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 U ,❑Not Observable grade. ❑Not Applicable 403.8 ,Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 140707 Trust_MerrimackCondos_BldgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos BldgF_UnitsB-E- Page 4 of 9 E_NAndover\REScheck\140909_Trust_Merri mac_BldgD_Un itD_70.rck Section Plans Verified Field Verified # Framing/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 E❑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, 402.5 ; ❑Not Observable [FR2]1 ; :❑Not Applicable � I I 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance #❑Does Not ;with the NFRC test procedure or ;taken from the default table. I❑Not Observable ❑Not Applicable 402.3.5 :Sunrooms enclosing conditioned U- U- ;❑Complies [FR8]1 space have a maximum ❑Does Not ;fenestration U-factor of 0.50 in 10 ;Climate Zones 4-8. New glazing ❑Not Observable separating the sunroom from ;❑Not Applicable conditioned space must meet :code requirements. 402.3.5 ;Sunrooms enclosing conditioned ; U- U ;❑Complies [FR9]1 :space have a maximum skylight ;❑Does Not LI-factor of 0.75 in Climate Zones ;4-8 !❑Not Observable j❑Not Applicable 402.4.4 ;Fenestration that is not site built i❑Complies [FR20]1 :is listed and labeled as meeting '❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ti ;or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures �❑Complies [FR16]2 sealed at housing/interior finish E❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ;❑Not Observable ❑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; ;❑Not Observable !insulated to>_R-6. ; ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, �❑Complies [FR13]1 :air handlers,filter boxes, and ❑Does Not :building cavities used as return ;ducts are sealed. ,❑Not Observable `❑Not Applicable 403.2.3 'Building cavities are not used for l❑Complies [FR15]3 supply ducts. f❑Does Not 9 , { ❑Not Observable R❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 'above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to >_R- 3 !❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ; ;❑Does Not J ! '❑Not Observable ! ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 140707 Trust_MerrimackCondos_BIdgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos BldgF_UnitsB-E- Page 5 of 9 E_NAndover\REScheck\140909_Trust_Merrimac_BIdgD_UnitD_70.rck I I 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]1 installed on all outdoor air ❑Does Not J intakes and exhausts. '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondos_BldgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707-Trust-MerrimackCondos BIdgF_UnitsB-E- Page 6 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitD_70.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not J provided. i ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- j❑Complies I See the Envelope Assemblies 402.2.5, ;❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 ;❑ Steel ❑ Steel [IN1]1 .El Observable ❑Not Applicable 303.2, j Floor insulation installed per ❑Complies 402.2.6 ;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 402.2.4, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.5 wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass E] Mass ;❑Not Observable requirement applies. ;E] Steel EJ Steel ;❑Not Applicable 119 : 1 ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. i❑Does Not ❑ Not Observable 1 bNot Applicable 402.2.11 ;Sunroom wall insulation has a ; R R- ;❑Complies [IN8]1 :minimum R-value of R-13. New ;❑Does Not ;walls separating the sunroom 19 ;❑Not Observable ;from conditioned space must meet code requirements. ;❑Not Applicable 303.2 ;Sunroom wall insulation installed i❑Complies (IN9]1 :per manufacturer's Instructions. ;❑Does Not ; ❑Not Observable I❑Not Applicable 402.2.11 ;Sunroom ceiling minimum R- R- ;❑Complies [IN10]1 :insulation R-value of R-19 in ;❑Does Not ;Climate Zones 1-4, and R-24 in ;Climate Zones 5-8. ❑Not Observable , ❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable j !❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondos BIdgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos BldgF_UnitsB-E- Page 7 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitD_70.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. Where R- R- ❑Complies See the Envelope assemblies 402.2.1, :> R-30 is required, R-30 can be ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2 :used if insulation is not ;❑ Steel E] Steel [FI1]1 ;compressed at eaves. R-30 may ; ❑Not Observable be used for 500 ft2 or 20% ;❑Not Applicable (whichever is less)where ;sufficient space is not available. 303.1.1.1, ;Ceiling insulation installed per ---]❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [F1211 Blown insulation marked every 300 ft2. ❑Not Observable 3❑Not Applicable 402.2.3 ;Attic access hatch and door R- R- ;❑Complies [F13]1 insulation >_R-value of the :❑Does Not ;adjacent assembly. :QNot Observable :❑Not Applicable 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 :verified by blower door test result j❑Does Not [F117]1 :of<7 ACH at 50 Pa.This ;requirement may instead be met ; ;❑Not Observable ; :via visual inspection, in which ; j❑Not Applicable :case verification may need to ;occur during Insulation I Inspection. 402.4.3 ;Wood-burning fireplaces have UComplies [FI 8]2 'gasketed doors and outdoor Z❑Does Not .combustion air. ❑Not Observable ]❑Not Applicable 403.2.2 ;Post construction duct tightness cfm cfm ;❑Complies [F14]1 :test result of<_8 cfm to outdoors, : :❑Does Not or<_12 cfm across systems.Or, rough-in test result of<6 cfm ;❑Not Observable :across systems or:54 cfm : ❑Not Applicable without air handler. Rough-in test: : ;verification may need to occur (during Framing Inspection. ; 403.1.1 Programmable thermostats ❑Complies [FI 9]2 installed on forced air furnaces. ❑Does Not J t �❑Not Observable i❑Not Applicable 403.1.2 ;Heat pump thermostat installed t1Complies [F1 10]2 !on heat pumps. 4❑Does Not J {QNot Observable ❑Not Applicable 403.4 ;Circulating service hot water ?❑Complies [FI 11]2 :systems have automatic or `❑Does Not accessible manual controls. }QNot Observable ; ❑Not Applicable 403.9.1 Readily accessible switch on '❑Complies [F112]3 heaters for swimming pools. `❑Does Not A• ❑Not Observable �E]Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [F119]3 land pumps are present. ❑Does Not A I ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondos_BldgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos BldgF_UnitsB-E- Page 8 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitD_70.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover. Covers on pools heated ❑Does Not 0 over 90°F are insulated to R-12. ❑Not Observable i❑Not Applicable 404.1 :50%of lamps in permanent T ❑Complies [F16]1 fixtures are high efficacy lamps. y ❑Does Not II `❑Not Observable 1❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not J 3❑Not Observable �❑Not Applicable 303.3 :Manufacturer manuals for []Complies [F118]3 Imechanical and water heating I �❑Does Not J equipment have been provided. { �❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 140707 Trust_MerrimackCondos_BIdgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: 5:\Ebbeling_Ed\140707 Trust MerrimackCondos BldgF_UnitsB-E- Page 9 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitD_70.rck 2009 IECC Energy Efficiency Certificate Insulation . Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U.Factor SHGC Window 0.29 Door 0.29 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments o,NORTH,H M Y r Y r`19 �7S ACH�SE4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 257-15 on 9/15/2014 Date: September 10, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED at 70 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: 114 Realty Trust 70 Compass Point North Andover, MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 28008 Check : 7776 t%O R T#1 r� Town o ? �.. t E : ,, ndover No. 0 -� - h ver, Mass, A_ COC NICHT WICK 1ps 4A TE D V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ......... . ...... ..... .. .. ...... .......................................�..... ..... BUILDING INSPECTOR has permission to erect .......................... buildings on ....70.....60-r#%0*JA......#44, . 6� c� 3� A-♦ O3 .^ to be occupied as ... ..� c�...... �►g%�...... ?;! ..a.rwokr......... ............. Chimney i provided that the person accepting this permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and ina � Construction of Buildings in the Town of North Andover. uN IT ' u ING IN T R VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final �Z PERMIT EXPIRES IN 6 MONTH_ S ELECTRICAL INSPECTOR UNLESS CONSTRUCTI ST - o h _. a 0 ;� :rd Service ..............(D ............................... BUILDING INSPECTOR Fi�nl � .• GAS INSPECTOR Occupancy Permit Required to Occupy Occupancy Required t° Occupy Building Rough 41.,11-Ir l �! Display in a Conspicuous Place on the Premises — Do Not Remove Final rx No Lathing or Dry Wall To Be Done FIRE DEPART ENT Until Inspected and Approved by the Building Inspector. Street No. Smoke Det. 7 -A�_ _s O� c— Enter construction cost for fee cal - North Andover Fee Cakulatlon 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 70 Compass Point Building D 257-14 on 9/15/14 Single Family Home F Town NORTH t . 1, ndover _ o1 No. 9�6711h - = - h O � ver, Mass, A_R COCHIC.t.ICN y1. 7,9 AERATE t) `r U BOARD OF HEALTH Food/Kitchen Septic System PERMIT T 41 1 BUILDING INSPECTOR Sr THISCERTIFIES THAT ......... . . ...... ..... .. .. .....�N. ......................................�..... ..... Foundation has permission to erect .......................... buildings on ..�C�......C�•V!!!! �......�� N••• ••• Rough to be occupied as ...3-64d......C'.tl ..... ...a. .........C. �.. 4R�Il.............. Chimney i provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and PLUMBING INSPECTOR Construction of Buildings in the Town of North Andover. Uv Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final 33(olPERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR -UNLESS CONSTRUCTICNST Rough ' 0 0 Service .. 96Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ea�;�;a �es N. ctOaGo lev tyo° 61 sot e Vol AA31 � NOM�pP•: I2A�A 1� , � S�C",�� Massachusetts -Department of Public Safety Board of Building Regulations and Standards Ctenstructiore Supervisor License: CS-059359 TIMOTHY M.BAI,O P.O.BOX#12 South Grafton MA 01 \ W` Expiration :. Commissioner 01/24/2016 A� CERTIFICATE OF LIABILITY INSURANCE ( 4/7/)14 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(ies) 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 holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Coonan Insurance Agency, Inc. PHONE 508 987-7122 In N ; (sos) 987-7152 267 Main Street F-MAILs: cindv@coonaninsurance.com Oxford, MA 01540 INSURERS)AFFORDIN^u COVERAGE NAIC# INSURER A:Travelers INSURED I NSURER B: TJK, Inc. INSURERC: PO Box 12 INSURERD: 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MIDDry MMMIYYYYY LIMITS A GENERAL LIABILITY 680-335M1703-13 11/3/13 11/3/14 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES(Ea oocunence) $ 300,000 CLAIMS-MADE a OOCUR MED EXP(Ary one person) $ 5,000 PERSONAL&ADVINJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPLIESPER PRODUCTS-OOMP/OPAGG $ 2,000,000 X POLICY PRO-CT FLOC AUTOMOBILE LIABILITY Co aMBINEDIdet INGLELIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS _AUTOS eracadeM UMBRELLA LIM OCCUR EACH OCCURRENCE $ EXCESS LIAB 17 CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATIONIE-17B-9914N01-3-14 1/26/14 1/26/15 X WCSTATU- DTH- AND EMPLOYE75 LIABILITYY/N ANY PROPRIETOR/PARTNERIEXECUiNE OFFICERMIEMBER EXCLUDED? 7N N/A EL EACH ACCT CENT $ 100,000 (Mandatory In NH) EL.DISEASE-EA EMPLOYEE $ 100,000 If yyes describe under DESCRIPTIONOFOPERATIONS below EL.DISEASE-POLICY LIMIT $ 500,000 A Contractors Equipment QT-660-2D283058 5/8/13 5/8/14 scheduled 100,000 equipment DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks SdredWe,B more space Is regdred) CERTIFICATE HOLDER CANCELLATION 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 North Andover, MA 01845 AU7HORIZED REPRESENTATIVE Cindy Davis 0 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The AC ORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: tbbuilding@aol.com REScheck Software Version 4.5.0 Compliance Certificate Project 140707 Trust MerrimackCondos_BIdgD_UnitsB-E-E_NAndover Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 2,326 ft2 Glazing Area 12% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 58-F1 North Andover, MA Compliance: 3.2%Better Than Code Maximum UA: 344 Your UA: 333 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 Gross Area Glazing Cavity Cont. Assembly or or Door UA Perimeter U-Factor Floor 1st Floor:All-Wood joist/Truss:Over Unconditioned Space 450 30.0 0.0 0.033 15 Wall 1st Separation:Wood Frame,16"D.C. 140 15.0 0.0 0.077 11 Wall 1st Ext 2x6:Wood Frame, 16"o.c. 768 21.0 0.0 0.057 39 Window Dh:Vinyl Frame:Double Pane with Low-E 32 0.290 9 Door Front Ground Fir entry: Glass 20 0.260 5 Door Back: Glass 20 0.260 5 Door Metal:Solid 18 0.170 3 Floor 2nd Over garage:All-Wood Joistlrruss:Over Unconditioned Space 467 30.0 0.0 0.033 15 Floor 2nd Over entry:All-Wood Joist/Truss:Over Outside Air 39 30.0 0.0 0.033 1 Wall 2nd Floor 2x6:Wood Frame, 16"o.c. 810 21.0 0.0 0.057 36 Window DH:Vinyl Frame:Double Pane with Low-E 120 0.290 35 Window Fix:Vinyl Frame:Double Pane with Low-E 19 0.280 5 Window CSMT:Vinyl Frame:Double Pane with Low-E 12 0.260 3 Door Slider: Glass 34 0.290 10 Wall 2nd Fir Separation:Wood Frame, 16"D.C. 324 15.0 0.0 0.077 25 Ceiling Bay Win: Flat Ceiling or Scissor Truss 6 30.0 0.0 0.035 0 Wall 3rd Floor:Wood Frame,16"D.C. 704 21.0 0.0 0.057 34 Window DH:Vinyl Frame:Double Pane with Low-E 102 0.290 30 Project Title: 140707 Trust_MerrimackCondos_BIdgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos_Bldg F_UnitsB-E- Pagel of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdgD_UnitFl_58.rck � I ` I Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Window Awn:Vinyl Frame:Double Pane with Low-E 7 0.270 2 Wall 3rd Separation:Wood Frame,16"o.c. 288 15.0 0.0 0.077 22 Ceiling Main:Flat Ceiling or Scissor Truss 936 38.0 0.0 0.030 28 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to.comply with the mandatory requirements listed.in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Building D ProjectTitle: 140707_Trust_MerrimackCondos Bld D UnitsB-E-E NAndover Report 14 date: 09 09_ 9 _ P / / Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos_BldgF_UnitsB-E- Page 2 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BIdgD_UnitFl 58.rck REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 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 Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ❑Complies [PR111 'documentation demonstrate ❑Does Not :energy code compliance for the ;building envelope. ioNot Observable ❑Not Applicable 103.2, ;Construction drawings and :❑Complies 403.7 documentation demonstrate t Does Not [PR3]1 ;energy code compliance for ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the commercial = ;code. 403.6 Heating and cooling equipment is; Heating: ; Heating: ;❑Complies [PR2]2 .sized per ACCA Manual 5 based Btu/hr ; Btu/hr ;❑Does Not 1 on loads per ACCA Manual J or J !other approved methods. Cooling: Cooling: ;❑Not Observable ; Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondos_BIdg0_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos_Bldg F_UnitsB-E- Page 3 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitFl_58.rck 009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation UDoes Not Q 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. j❑Does Not ❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: 140707 Trust MerrimackCondos_BIdgD_UnitsB-E-E_NAndover Report date: 09/0.9/14 Data filename: S:\Ebbeling_Ecl\140707 Trust MerrimackCondos_BldgF_UnitsB-E- Page 4 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BIdgD_UnitFl_58.rck Section Plans Verified Field Verified # Framing/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 i T❑Does Not ;table for values. [FR111 UNot Observable I T❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ; I❑ ;table for values. 402.3.3, Does Not 402.5 � '❑Not Observable [FR211 T❑Not Applicable ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR411 :are determined in accordance I ❑Does Not :with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned ', U- U- ;❑Complies [FR811 ;space have a maximum T❑Does Not :fenestration U-factor of 0.50 in ;Climate Zones 4-8.New glazing ;❑Not Observable separating the sunroom from ; :[]Not Applicable T conditioned space must meet :code requirements. 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies [FR9]1 space have a maximum skylight ❑Does Not U-factor of 0.75 in Climate Zones 4-8 ;❑Not Observable T❑Not Applicable 402.4.4 :Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/LS.2/A440 E ❑Not Observable or has infiltration rates per NFRC i 400 that do not exceed code ;❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures, ❑Complies [FR16]2 sealed at housing/interior finish I ❑Does Not D and labeled to indicate<_2.0 cfm ,leakage at 75 Pa. ❑Not Observable ❑Not Applicable j 403.2.1 ;Supply ducts in attics are R- ; R- ;❑Complies [FR12]1 :insulated to>_R-8.All other ducts : R_ R_ T❑Does Not in unconditioned spaces or T :outside the building envelope are: ❑Not Observable 'insulated to>_11-6. T❑Not Applicable T 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR1311 air handlers,filter boxes,and E❑Does Not building cavities used as return ;ducts are sealed. ;[]Not Observable i ❑Not Applicable 403.2.3 'Building cavities are not used for '!! !❑Complies [FR15]3 ;supply ducts. i ❑Does Not ❑Not Observable i❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids ; T❑Does Not Q below 55 QF are insulated to>_R- 3 ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. T❑Does Not J T❑Not Observable ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 140707 Trust_MerrimackCondos_BIdgD_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos_BIdgF_UnitsB-E- Page 5 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BldgD_UnitFl_58.rck Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are i ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. I i ;❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 140707 Trust_MerrimackCondos_BIdgD_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos_BIdgF_UnitsB-E- Page 6 of 9 E_NAndover\REScheck\140909 Trust Merrimac BIdgD_UnitFl_58.rck i Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ; ;❑Not Observable ; I ❑Not Applicable j 402.1.1, ;Floor insulation R-value. ; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, ;❑ Wood ❑ Wood ;❑Does Not ;table for values. 16 (IN11E]❑ Steel Steel ;❑Not Observable INlj ❑Not Applicable 1 I 1 1 303.2, ;.Floor insulation installed per !E]Complies 402.2.6 manufacturer's instructions,and '❑Does Not [IN2]1 in substantial contact with the 1 119 :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 402.2.4, mass wall with at least 1/2 of the :❑ Wood ;EJWood ;❑Does Not ;table for values. 402.2.5 ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies. ;[:] Steel ❑ Steel :❑Not Applicable 1 I 303.2 ;Wall insulation is installed per ;E]Complies [IN4]1 manufacturer's instructions. ❑Does Not 1 ;❑Not Observable j❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R- R- j❑Complies [IN8]1 !minimum R-value of R-13.New ;❑Does Not :walls separating the sunroom ;from conditioned space must ❑Not Observable ; meet code requirements. ❑Not Applicable 303.2 ;Sunroom wall insulation installed I ;❑Complies ; [IN9]1 per manufacturer's Instructions. ❑Does Not 0 ❑Not Observable ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum R- R- ;❑Complies [IN10]1 :insulation R-value of R-19 in ;❑Does Not :Climate Zones 1-4,and R-24 in Climate Zones 5-8. : ;❑Not Observable I ;❑Not Applicable 303.2 ;Sunroom ceiling insulation is y {❑Complies [IN11]1 installed per manufacturer's ; ❑Does Not instructions. 1 ❑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: 140707_Trust_MerrimackCondos_BldgD_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos_BldgF_UnitsB-E- Page 7 of 9 E_NAndover\REScheck\140909_Trust_Merrimac_BldgD_UnitF l_58.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 1 402.1.1, ;Ceiling insulation R-value.Where R- ; R- ❑Complies !See the Envelope Assemblies 402.2.1, 1>R-30 is required,R-30 can be E] Wood ;F1 Wood ❑Does Not ;table for values. 402.2.2 �used if insulation is not ;❑ Steel ❑ Steel [Fill' ;compressed at eaves.R-30 may ;❑Not Observable ;be used for 500 ft2 or 20% i ❑Not Applicable (whichever is less)where ; ;sufficient space is not available. ; 303.1.1.1,:Ceiling insulation installed per ti❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]' :Blown insulation marked every 300 ft2. i ❑Not Observable ; ❑Not Applicable 402.2.3 ;Attic access hatch and door R- I R- ;❑Complies [F13]' :insulation 2--R-value of the ;❑Does Not adjacent assembly. ;❑Not Observable 1 I ❑Not Applicable 402.4.2, ;Building envelope tightness ACH 50= ACH 50= ;❑Complies 402.4.2.1 verified by blower door test result; ;❑Does Not [FI17]' :of<7 ACH at 50 Pa.This requirement may instead be met I❑Not Observable Evia visual inspection, in which ;❑Not Applicable case verification may need to occur during Insulation Inspection. 402.4.3 'Wood-burning fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not combustion air. ❑Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness cfm cfm ;❑Complies [FI4]' test result of 5_8 cfm to outdoors, ❑Does Not :or 5512 cfm across systems.Or, rough-in test result of 5_6 cfm ;❑Not Observable across systems or-54 cfm ;❑Not Applicable without air handler.Rough-in test ;verification may need to occur ;during Framing Inspection. • 5555....._.____.__ __ 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. i ❑Does Not e I❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 .on heat pumps. i ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ,'Circulating service hot water ,'❑Complies [FI11]2 'systems have automatic or ❑Does Not accessible manual controls. } E I❑Not Observable ❑Not Applicable 403.9.1 'Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. + ❑ Does Not 10 ❑Not Observable } ❑Not Applicable 403.9.2 'Timer switches on pool heaters t ❑Complies [FI 1913 and pumps are present. ❑Does Not { [_-]Not Observable ❑Not Applicable j 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 low Impact(Tier 3) Project Title: 140707 Trust_MerrimackCondos BIdgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos BidgF_UnitsB-E- Page 8 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BIdgD_UnitFl_58.rck Section Plans Verified Field Verified alValue Complies? Comments/Assumptions & Req.ID 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated i ❑Does Not over 90 4F are insulated to R-12. f 1❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent ❑Complies [F1611 (fixtures are high efficacy lamps. ❑Does Not i 1',❑Not Observable { ❑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 equipment have been provided. ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondos_BldgD_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos_BIdgF_UnitsB-E- Page 9 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BidgD_UnitFl_58.rck 2009 �ECC Energy Efficiency Certificate Wall 21.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments i i s Kanay6 Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T1 Supporting Floor,Wall,Attic&Point Load From TS LOADS: DEAD LOAD 22.54 PSF 323.00 PLF Ce= 1 CF 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 429.90 PLF qs= 29.10 Cd=1 TOTAL LOAD 753 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 3510 LBS 3.25 FT Ra= 2925 LBS 7341 LB=TOTAL REACTION TRIBUTARY WIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 10.50 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc-- 2700 PSI Fcp= 750 PSI MOMENT= 35786 LB-FT MOMENT2= 9506 LB-FT 246.78 =S provided OK S= 187.42 IN^3 1465.24 = Deflection= 0.836 IN =U 240 For Total Load Required U240 Deflection2= 0.139 IN =U 421 For Live Load Required U360 Fcp'= 652 PSI OK 1.50 In Bearing Length Fv'= 123 PSI OK USE BETTER HEADEP465 (FLITCH BEAM) 2-LVLs 11718'WITH 1/2-STEEL PLATE BOLTED WITH 5/8'DIA@12'O.C.IN TWO ROWS. OF KAN H. LALA No.33710-C 9felSTf� �� Ff41D aL 7%' Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T2 Supporting Floor,Wall&Attic LOADS: DEAD LOAD 22.54 PSF 322.95 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 429.90 PLF qs= 29.10 Cd=1 TOTAL LOAD 753 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 6211 LB=TOTAL REACTION TRIBUTARY WIDTH 14.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 7.00 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 25620 LB-FT MOMENT2= 0 LB-FT 164.52 =S provided OK S= 106.02 IN^3 976.83 =I Deflection= 0.643 IN =U 308 For Total Load Required U240 Deflection2= 0.000 IN =U 540 For Live Load Required U360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK of b ra LAL,► a No.3anac Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T3 Supporting Floor &Point Load From T1&T2 LOADS: DEAD LOAD 20.00 PSF 360.00 PLF Ce= 1 CF 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 540.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 900 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 3.25 FT Ra= 13327 LBS 7650 LB=TOTAL REACTION TRIBUTARY WIDTH 18.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 17 LF Fb= 2900 PSI WIDTH- IN 14.00 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 32513 LB-FT MOMENT2= 43313 LB-FT 329.04 =S provided OK S= 313.76 IN^3 1953.65 =1 Deflection= 0.433 IN =U 252 For Total Load Required U240 Deflection2= 0.378 IN =U 419 For Live Load Required 0360 Fcp'= 499 PSI OK 3.00 In Bearing Length Fv'= 189 PSI OK USE BETTER HEADER#84 (FLITCH BEAM) 3-LVLs 117/8'WITH 2-3/8'STEEL PLATE BOLTED WITH 5/8'DIA @ 12-O.C.IN TWO ROWS. OF wk%% USE 2-LVLs 117/8"FOR BEAM T4. w�va LU N NO.33naC I< fSnQ RL / Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T3-STEEL Supporting Floor &Point Load From T1&T2 LOADS: DEAD LOAD 20.00 PSF 360.00 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 540.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 900 PLF I= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 3.25 FT Ra= 13327 LBS 7650 LB=TOTAL REACTION TRIBUTARY WIDTH 18.00 LF E= 29000000 PSI JOIST/GIRDER SPAN 17 LF Fb= 24000 PSI WIDTH- IN 6.50 36KSI W12X30 12.34 IN = d Fv-- 16200 PSI ROOF PITCH- N:12= Fc-- 24000 PSI Fcp= 405 PSI MOMENT= 32513 LB-FT MOMENT2= 43313 LB-FT 38.60 =S provided OK S= 37.91 IN"3 210.00 =I Deflection= 0.278 IN =U 392 For Total Load Required U240 Deflection2= 0.242 IN =U 654 For Live Load Required U360 Fcp'= 359 PSI OK 9.00 In Bearing Length FV= 10,200 PSI OK W12X30,DEPTH=12.34"AND FLANGE WIDT14=6.5". OF USE 2-LVLs 117/8"FOR BEAM T4. wNAYo H. LALA N No.33noC �,,"Fc►sna �� i Kanayo Lala, P.E. .............03/03/2014 C PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T5 Supporting Floor&Wall LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 300.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 540 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3510 LB=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc-- 2700 PSI Fcp= 750 PSI MOMENT= 11408 LB-FT MOMENT2= 0 LB-FT 82.26 =S provided OK S= 47.20 IN"3 488.41 = Deflection= 0.355 IN =U 439 For Total Load Required U240 Deflection2= 0.000 IN =U 790 For Live Load Required U360 Fcp'= 669 PSI OK 1.50 In Bearing Length Fv'= 127 PSI OK ALSO USE 3-LVLs 117/8"FOR BEAM T6. tN� VANAYO H. LN• N Na 337160 AL aE i i Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor Seam S1 Supporting Floor&Wall LOADS: DEAD LOAD 24.00 PSF 240.00 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 400.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 640 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4160 LB=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 13 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc-- 2700 PSI Fcp= 750 PSI MOMENT= 13520 LB-FT MOMENT2= 0 LB-FT 82.26 =S provided OK S= 55.94 IN^3 488.41 =I Deflection= 0.421 IN =U 371 For Total Load Required U240 Deflection2= 0.000 IN =U 593 For Live Load Required LJ360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK OF KAMYo � t N No.33naC f gEClSTEa j J fssto kl i F r Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor Beam S2 Supporting Floor&Point Load From S1 LOADS: DEAD LOAD 15.00 PSF 19.95 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 53.20 PLF qs= 29.10 Cd=1 TOTAL LOAD 73 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 4160 LBS 3.25 FT Ra= 3467 LBS 713 LB=TOTAL REACTION TRIBUTARY WIDTH 1.33 LF E= 2000000 PSI JOIST/GIRDER SPAN 19.5 LF Fb= 2900 PSI WIDTH- IN 3.60 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 3477 LB-FT MOMENT2= 11267 LB-FT 82.26 =S provided OK S= 61.01 IN^3 488.41 = Deflection= 0.244 IN =U 318 For Total Load Required U240 Deflection2= 0.493 IN =U 437 For Live Load Required U360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK �of H. LALA No.33n6C Kanayo Lala,P.E. .............03/03/2014 PROJECT: Merrimack Condominimums D-TYPE-BB-Compass Ponit,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Garage Door Header S3 Supporting Two,Floors,Roof,Wall&Point Load From.T1 LOADS: DEAD LOAD 73.72 PSF 718.75 PLF Ce= 1 CF=0.96 SNOW LOAD 38.50 PSF 375.38 PLF Cq= 1 Cs= LIVE LOAD 70.00 PSF 682.50 PLF qs= 29.10 Cd=1.15 TOTAL LOAD 1777 PLF 1= 1 Cm=1 WIND SPEED 90 MPH 29.10 PSF POINT LOAD 4900 LBS 6 FT Ra= 3118 LBS 14657 LB=TOTAL REACTION TRIBUTARY WIDTH 9.75 LF E= 2000000 PSI JOIST/GIRDER SPAN 16.5 LF Fb= 2900 PSI WIDTH- IN 5.25 PSULVL 18 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 60461 LB-FT MOMENT2= 18709 LB-FT 350.00 =S provided OK S= 284.87 IN^3 2228.94 = Deflection= 0.665 IN =U 240 For Total Load Required U240 Deflection2= 0.160 IN =U 403 For Live Load Required U360 Fcp'= 677 PSI OK 5.00 In Bearing Length Fv'= 245 PSI OK USE 2-LVLs 11 7/8"FOR BEAM S4. `N 6r i K4MY H. LAAA w W.337160 fS�a Al , 1 _ KANAYO LALA, P.E........-03/03/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 68,70,72&74 COMPASS POINT,NORTH ANDOVER,MA BUILDING"D"UNIT D1, D2, D3&D4 26'X 36' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF Building Length 36 ft Building Width 26 ft Building Aspect Ratio= 1.38 Building Area 936 sf Shear End Wall= 11,664 224 PLF Building Mean Height 36 ft Shear Long Wall= 8,424 117 PLF Total Height 45 ft Dead Load of Building 65,520 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 1,179,360 LB-FT 4 FT SPACING FOR 1/2"A.BOLTS DL Moment Long Wall 851,760 LB-FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 209,952 End Wall M -969408 NO UPLIFT Wind Moment Lon Wall 151,632 Lon W M -700128 NO UPLIFT 9 9 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< 224 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 224 PLF SHEAR:AT THE OPENING CORNER 673 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. �yw os< i� wuwYa H. LALA N No.33710�C �� fSS10 AL 6k/ft F 28 ra l 'it y'N5 I �i 0 Loads: LC 3,ALL Results for LC 3,ALL Z-moment Reaction units are k and k-ft KANAYO LALA - PE SK - 1 KL HIP ROOF PORCH Feb 22, 2013 at 12:10 PM 12115 BALCONY BRACKET 4'6" LONG@8' SPACING METAL BRACKET MERRIMACK.r... Y ---— ---- --- �Z �X L, 6 3 ' 15 ' TU4X2.5 44 5 1.6 2 ' i I i CV X I D i I 3 I 1 ' 1.9 ALL TUBESARE 1 / 8 " THICK CK i KL MA VMA cn=KL MA, o=KANAYO LALA, ou, No.33710 " STemail=KANAYOLALA@GMAIL. '�fGIi� �� kLCOM, c=US 2013.02.22 16:55:03 -05'00' Results for LC 3.ALL. Z-moment Reaction units are k and k-ft KANAYO LALA- PE -- -- -- --- -- --------- - ---- KL SK- 2 — BALCONY BRACKET Feb 22, 2013 at 4:51 PM 13000 BRACKET MEBER SIZES METAL BRACKET MERRIMACK-... MERRIMACK BALCONY STEEL BRACKET TOP CHORD - 2/22/13 Beam: ' mi -- ---— -- --- ---- -- Shape: HSS4x2.5x2 . Material: A500 Gr.46 DY - - - --- - in i Length: 4.5 ft j Joint: N2 J Joint: N5 Dz -- -_.-... .. --- — - in LC 3: ALL Code Check: 0.193 (bending) Report Based On 97 Sections -.038 at 4.5 ft ; A _ .__ k .884 at 0 ft LL, ! I 1 V — ---- k l y k -2.792 at 0 ft -.931 at 3 ft i I .68at3ft ! T —----------- -- k-ft M ------ ------- Y k-ft; Mz �14Z �. .. _�_ k_ft -.094 at 1.453 ft 5.285 at 3 ft ft ksi fa w - --- ksi " . i % tik 5 -1.966 at 0 ft fc � AC4. ksi -5.285 at 3 ft I A/SC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.193 Max Shear Check 0.066 (y) Location3 ft 3 ft Location Equation H1-1b Max Defl Ratio L/1436 I ! 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 Vny/om 14.003 k L Comp Flange 4.5 ft Vnz/om 8.251 k Warp Length NC i Tn/om 2.95 k-ft L-torque 4.5 ft i Cb 2.498 Taub 1 Company KANAYO LALA-PE Designer KL Feb 22, 2013 Job Number 13000 4:47 PM BALCONY BRACKET Checked By: Hot Rolled Steel Pro erties Label - E[ksi] G jksi] _ A36 Gr.36 Nu Therm-(\1E,..Densityjk/ft,., Yieldjks] _. Ry Fujksi] Rt 29000 1.1154-- _ 3 _ _ __55 _. .49 - 1,5 A572_Gr.50- 29000 11154 36 .3 - 65 - y -.49 _; 1.5 58 1.2 3 A992 29000 11.154 3 - 0 5 58 . 1.2 ._A500 Gr.42 _ 5 - 49 - 50 . 1.5 _ - 58 1.2 - 4 29000 11.154_ _ 5 A500 Gr.46- _. 29000_ _. 1.1154--- ,3 ,65 - 49 42 ;_ -1.5 _ -_ 58__.._ -- J.- _ __3-- 49 46 _1._5 - . - 58 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A in2 I 1_.__-_ TU4X2.5_,-Hss4x2 5x2 Beam ._ Tube____iA500.Gr,46:_ T (cal [ ] YY[in4j Izz[ma] J[in4] _2.__TlJ2X2.5__ tiSS2.5x2x2 t- - - Yp-._ _i_. _1.42 - i 1.49_ - - - -- " --- Beam - Tube---A500 Gr.46' _T - -- - - 3.09_ 3.23 - -- Typical y __956 ---589- 833 Joint Coordinates and Temperatures _ Label __ 1 -- -- zIN _ Tem10. 2--- - 0 -__ -P _ Detach From Dia k-4 -- N3 -- 3 0 - -0-- 0__- --- 3- - 0 - -- 0 Member Prima Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type 2 - N, YP Design List Material Design Rules N2" -�--- --- ----- _- -- TU4X2.5 --- � .Beam_ _M1 _ - --- _ Tube __ IA500 Gr.46 - - - - 90- ---- TUX2.5- - _� Beam -- -,_ Typical_ 3 M3 - N3 N4 --- Tube - Ia500 Gr.46 yp TU2X2.5 i Beam Tube IA500 Gr.46, Typical j Member Distributed Loads (BLC 1 : DL Member Label Direction__-_Start.Ma nit udejk/ft,F�_End Ma nitude k/ft F o 1 B-- -- --9_ j t,1 ._Start Locatio0Jfi) ---End Locationjft%o)_ _ - -- -- - 0-------j Member Distributed Loads BLC 2 : SL _Membe_r_Label__ - - Direction___"_Start Ma$nitude�k/ft,F�_End Ma nitude k/ft,F o 1_ _ Y - - - - 9 - J Start Locatio�ft/oJ "_End_Locationjft%j _ ----M1-- -.039 - - --- ----- --- - -0- ---- i Member Distributed Loads BLC 3 : LL 1 Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,Fj Start Locaationjft,%] i End Location[ft.%] M1 I Y -.06 -.06 0 Load Combinations Description Solve _PDelta SR-SS BLC Factor_BLC Factor,BLC_Factor-BLC Factor BLC Factor.BLC Factor_BLC Factor_BLC Factor 1 -- DL- a _Yes i Y 1 -8 ;-Y -1 2 - - L.L ; -Yes 1. _.- L 3ALL Ll Y Yes 3 8 -- - t - - - _L1 1 L2 -1 -i 1 Joint Boundary Conditions N1 X(win] Y[k/in] Z k/in i i ] X -Fix-fUrad] Y Rot.[k-fUrad] Z Rot.(k-ft/radj Footing Joint Label ' -- Fixed_ __ - Reaction .Reaction Fixed -- - N2 Reaction - Reaction__ -- - - Fixed Reaction - Fixed _ _- Fixed_ , Fixed Reaction _ RISA-31D Version 10.0.0 [C:\...\All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 1