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Building Permit #258-15 - 68 COMPASS POINT ROAD 9/15/2014
L NORTH BUILDING PERMIT OF�t�eo "tio TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received �y""Argo Ss USS Date Issued: /t�-hI f i IMPORTANT: Applicant must complete all items on this page LOCATION S �' 04 Me C �Otqao Print PROPERTY OWNER Lq rU&± Print100 Year Structure yes r) MAPPARCEL: VJ ZONING DISTRICT: Historic District yes r}�6 Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ❑ One family ❑Addition KTwo or more family 11 Industrial [I Alteration No. of units. ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain XWetlands ❑ Watershed District Water/Sewer DESCRIPTI N OF WORK TO B PE 4 ED: I 3 .�a c00 fy1 6 Identification- Please y e or Print Clearly OWNER: Name: ILA rt"V'US+ U % Phone: 3L.(_SN Address: C. —e�V, IOU1y)Q,, 0 l 1 k2 Contractor Name: T-SY– 't n(.. Phone: Sod 3Q,(3 9033 Address: Ph toy Grck--AOR Supervisor's Construction License: Exp. Date: IQ Home Improvement License: �L 3 Exp. Date: �7 ARCHITECT/ENGINEER Lk ��L Ck Phone: C�16 5 37 Sa S c� Address:W&i2c �)L1�{(� �� � Reg. No._ FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ Q �Q1 S FEE: $SQk2;3 4 100 d Check No.: lP Receipt No.: &)710 I NOTE: Persons contractinAwi unregistered contractors do not have access to th gu ranty fund ;Signature 6f--Agent/Owner Signature of contra or t T Location g No. • - TOWN OF NORTH ANDOVER . ` v Certificate of Occupancy $a Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $_x TOTAL ti Check# 7 S r C Building Inspector r 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 Signature_ COMMENTS CONSERVATION Reviewed on Si nature' COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Con nection/sin nature& Date i' Dr' ay 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 /!�S COMMENTS i I i Dimension i Number of Stories: '3 Total square feet of floor area, based on Exterior dimensions.a`75 Total land area, sq. ft.: I ELECTRICAL: Movement of Meter location, mast or service drop � NN 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) I i ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o 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 a 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) a 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) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit u Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) u 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 Doc:Building Permit Revised 2014 i O, ,oRYN 1ti 32 �'SSgCHoSEt CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 258-15 on 9/15/2014 Date: July 27, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED at 68 Compass Point—Building D MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: 114 Trust 68 Compass Point North Andover,MA 01845 Bu mg Inspector Fee: PrePaid $100.00 Receipt: 28009 Check : 7776 i OMO D7N' Y o • +R _v L'y X79 1CNUSfS49 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 258-15 on 9/15/2014 Date: July 27, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED at 68 Compass Point—Building D MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: 114 Trust 68 Compass Point North Andover,MA 01845 Bu ing Inspector Fee: PrePaid $100.00 Receipt: 28009 Check : 7776 F N0RTh oven o � t ndover h ver, Mass, 14 LAKE J,ps R'�TEO P,to U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System '.14...ST THIS CERTIFIES THAT ................ ,,,,. BUILDING INSPECTOR has permission to erect ............. Found ion.... buildings on .... ....... .......... ............... .�... ........... y� ug C � qa � �,r � to be occupied as ... . ..... c e provided that the person accepting this ermitsain �eve� relect conorm to the terms of the application incl b � -�' 4 on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR h ? S . VIOLATION of the Zoning or Building Regulations Voids this Permit. Roug [�k I,�e Final 14 or4� PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INS ECTOR UNLESS CONSTRUCTIO TA T o - 11 -Is- AN Service ................. ...... ........... ................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough 65-5 { Final Display in a Conspicuous Place on the Premises — Do Not Remove r No Lathing or Dry Wall To Be Done FIRE DEPAR MENT Until Inspected and Approved by the Building Inspector. B er Street No. _ Smoke Det. 9 2 Z Q-7,1- a � NORTfy � d Town of 2 n over O0 I- I In No. - h ver, Mass, j cocHicnewicw �1' ,#A TED I'PP,`,�5 U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System a THIS CERTIFIES THAT ...............I.I.... ...OTIU ............................................................ BUILDING INSPECTOR has permission to erect .......................... buildings on .... ,......CA!!!1:S!5.... �0, ....1Founda UV to be occupied as ....�...b.t.d......c#.fkao.....10.�... � . ............t�!�.%T..AJ At �...¢' � c e��a��L��� provided that the person accepting this permit shall in eve rel ect con orm to the terms of the i p p p g p every p e appl cation inal on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and G✓ Construction of Buildings in the Town of North Andover. PLUMBING( INSPECTOR h ` S VIOLATION of the Zoning or Building Regulations Voids this Permit. Rougl Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INS ECTOR UNLESS CONSTRUCTIO TA T �k 3.- P6--)-\ . BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough s 1 1-711 { 4 Display in a Conspicuous Place on the Premises - Do Not Remove Finala, . ' 9411 No Lathing or Dry Wall To Be Done FIRE DEPAR MENT Until Inspected and Approved by the Building Inspector. B er - Street No. _ Smoke Det. 9-2 Z.— 5 Final Construction Control Document To be submitted at completion of construction by a W Registered Design Professional r` for work per the 8th edition of the V� Massachusetts State Building Code, 780 CMR, Section 107 Project Title: MERRIMACK TOWNHOMES Date: 4129/15 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., ele!�tric,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 concerting: [ ] Architectural [ ] Structural [ ] Mechanical [, ] Fire Protection [ ] Eleytrical [X] Other: ALL DESC'IPLINF.S 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. of Enter in the space to the right a"wet"or �� KWYO H. electronic signature and seal: LALA No.33714C fs.0 aL Phone number: 978-337-5252 l� Email: kanayolala@gmail.com Building Official Use Only i i Building Official Name: Permit No.: Date: Version 06_11_2013 C31 c33a �' C 7 c34 c36 C C39 . o �a ►�s. c35 c C4 ,. 1 0 Q- a' 4 Q Ao. PROPOSED A., BLDG"G" d .0 CERTIFIED PLOT PLAN No GTM Un MMMY UM NO EMOMS =MW ARE i"ASEB ON TW APPR M, PROS FM T= f4WJ T. THE FMJtMTM As SICvN M= OW W SE4S ANY I11MM SITS � UC STRTURE To PiMPERTY Un OVs�J10�AL1 + THOS PLAN is ow Ta LE US£B Ta ERCT F34!'Es. OTHER .LJIRY TCiJ3T� sTRUC"1tt, l aR Ia L49awDz UMTS. 5t �R .9111` ltwxsaw. 1SA tttTl6 THIS CCMVAnV IS #0+- ACL[. OM M lUR GZ mM vp" p MMSM THAT THE V0VOOM DOW HAS rMN ACCUUTMY nrWSM By ASSM 9Wg Laf th THE av?= Ta THIS rm iota. L FOUNDATION-AS-BUIL T_BUIL DING_"D" wn=Q, .� MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS, 'Sc, �t�a � PROJECT NO, NAND13 SCALE, V=40' r 4a DRAWN BY, PCG DIATE, 6/2/.14 f. 67SiEp �. c tA"M CHECKED BY, SC SHT, 1 �► REVISED, OF, 1 NORTy A O tLEO /6 ti 0 p APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION ��S RTEo pt�5 BUILDING PERMIT # S S SACHUS ADDRESSILOCATION OF PROPERTY: SS Map Parcel Lot Number SUBDIVISION: M UC. L l•t t(,� DATE REQUESTED FILED/READY FOR INSPECTION: A J CLOSING DATE ON PROPERTY: II FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REOUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED MATHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLe(1200 LL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CO APPLICANT SIGNATURE Permit Issued to: (t)S � srJk, n Address: S t ��'_l 8�1 ��( --ek) ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIE --� Z CONSERVATION PLANNING ❑ DPW-WATER METER ® D (w i , SEWER CONNECTION tI D k �w DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW SI A URE File:Application for OC form revised Jan 2007/2011 50 Washington Street Suite 3000 Westborough,MA 01581 t 508.836.9500 Conner atlon f 508.870.5975 Services Group www.csgrp.com IECC 2009 & MA Stretch Energy Code Duct Tightness Verification Pass all Date: July 101h,2015 Permit No.: Street Address:68 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: G�.----- Builder: Tim Barlow Builder Contact: TB Building HVAC Contractor: 1&J 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: 11.9 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: 58-Fl 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 Assembly Gross Area Cavity Cont. Glazing or R-Value R-Value or Door UA Perimeter U-Factor Floor 1st Floor:All-Wood J oistrrruss: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 Joist/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: SAE bbeling_Ed\l40707_Trust MerrimackCondos BldgF_UnitsB-E- Pagel of 9 E NAndover\REScheck\140909 Trust Merrimac BldaD UnitFl 58.rck Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UAM 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_Bldg D_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707_Trust MerrimackCondos BIdgF_UnitsB-E- Page 2 of 9 E_NAndover\REScheck\140909_Trust_Merrimac_B IdgD_UnitF1_58.rck REScheck Software Version 4.5.0 Inspection Checklist p s 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 [PR1]1 .documentation demonstrate i ❑Does Not energy code compliance for the building envelope. ❑Not Observable ; i ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 :documentation demonstrate I ❑Does Not [PR3]1 :.energy code compliance for i I ;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 S based Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or 9 y Cooling: Cooling: ;❑Not Observable other approved methods. ; Btu/hr ; Btu/hr ❑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 3 of 9 E_NAndover\REScheck\140909_Trust_Merrimac_BIdgD_U nitFl_58.rck 009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 t A protective covering is installed to ;❑Complies ; [F011]z 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. ;❑Does Not U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondosBldgD_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_Merrimac_BldgD_UnitFl_58.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID T 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, 402.5 ;❑Not Observable [FR2]1 ; ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products !❑Complies [FR4]1 :are determined in accordance []Does Not 10 ;with the NFRC test procedure or i taken from the default table. ❑Not Observable I ❑Not Applicable j 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies [FR8]1 :space have a maximum ;❑Does Not ;fenestration U-factor of 0.50 in 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 U-factor of 0.75 in Climate Zones ;4-8 ;❑Not Observable ❑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/I.S.2/A440 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 t❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ` []Not Observable I ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies [FR12]1 :insulated to>_14-8.All other ducts R R_ ;❑Does Not w� :in unconditioned spaces or ; outside the building envelope are: ;❑Not Observable insulated to aR-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 ' ❑Complies [FR15]3 'supply ducts. ❑Does Not �J f '❑Not Observable ❑Not Applicable j 403.3 HVAC piping conveying fluids R- ; R- ❑Complies [FR17]2 'above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to>_R- �a' 3 ;❑Not Observable i ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not � ;❑Not Observable ti j❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 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 5 of 9 E NAndover\REScheck\140909 Trust_Merrimac_BidgD_UnitFl_58.rck Section Plans VerifieFie Verified # Framing!Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ;❑Complies [FR19]2 installed on all outdoor air []Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 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 6 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdgD_UnitF1_58.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 provided. IND; ❑Not Observable j ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;❑ Wood j❑ Wood ;❑Does Not ;table for values. 402.2.6 [IN1]1 E] Steel ;E] Steel :,[]Not Observable I❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies ; 402.2.6 :manufacturer's instructions,and ! ❑Does Not [IN2]1 ;in substantial contact with the i , ;underside of the subfloor. , ❑Not Observable l ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies :See the Envelope Assemblies 402.2.4, :mass wall with at least 1/3 of the ❑ Wood ;❑ Wood j❑Does Not 'table for values. 402.2.5 :wall insulation on the wall ;❑ Mass ;❑ Mass j❑Not Observable 1 [IN3]1 ;exterior,the exterior insulation :requirement applies. ❑ Steel E] Steel '[]Not Applicable ; 303.2 ;Wall insulation is installed per ;❑Complies (IN4]1 manufacturer's instructions. ❑Does Not ` '❑Not Observable y ❑Not 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 ;from conditioned space must :❑Not Observable meet code requirements. ❑Not Applicable 303.2 ;Sunroom wall insulation installed ❑Complies [IN9]1 :per manufacturer's Instructions. ! ❑Does Not � ❑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. T❑Not Observable 1 ❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 :installed per manufacturer's ! ❑Does Not instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 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 UnitFl_58.rck Section Plans Verified Field Verified 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 beWood ❑ Wood ;❑Does Not ;table for values. 402.2.2 :used if insulation is not I Steel Steel [FI1]1 :compressed at eaves.R-30 may ; ❑Not Observable 1 ;be used for 500 ftor 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. j ❑Does Not [FI2]1 ;Blown insulation marked every ! ® 300 ft'. []Not Observable ❑Not Applicable ; 402.2.3 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation zR-value of the ;❑Does Not :adjacent assembly. ❑Not Observable ;❑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]1 ;of<7 ACH at 50 Pa.This ;requirement may instead be met ; :[]Not Observable :via visual inspection, in which : ;❑Not Applicable case verification may need to j ;occur during Insulation ; Inspection. : 402.4.3 Wood-burning fireplaces have ❑Complies [FI8]2 j gasketed doors and outdoor ❑Does Not �, combustion air. ❑Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness cfm cfm ;❑Complies ; [F14]1 :test result of s8 cfm to outdoors, : ;❑Does Not ;or s12 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 [FI9]2 installed on forced air furnaces. []Does Not E V ❑Not Observable ❑Not Applicable 403.1.2 ,Heat pump thermostat installed ❑Complies [FI10]2 �on heat pumps. ;❑Does Not a' I ❑Not Observable i ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2systems have automatic or ❑Does Not accessible manual controls. I : i ! �'❑Not Observable I ❑Not Applicable 403.9.1 Readily accessible switch on s❑Complies [FI12]3 heaters for swimming pools. ❑Does Not , ❑Not Observable [Not Applicable 403.9.2 Timer switches on pool heaters `❑Complies [FI 19]3 and pumps are present. ❑Does Not ❑Not Observable i❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondos_BldgD_Un its B-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 UnitFl 58.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 over 90 QF are insulated to R-12. j❑Not Observable ❑Not Applicable 404.1 ;50%of lamps in permanent ;❑Complies [F16]1 fixtures are high efficacy lamps. ❑Does Not ® ❑Not Observable ❑Not Applicable 401.3 'Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not 9' ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ]Complies [F118]3 mechanical and water heating InDoes Not equipment have been provided. ❑Not Observable i j❑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 BldgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos BldgF_UnitsB-E- Page 9 of 9 E NAndover\REScheck\140909_Trust Merrimac_BldgD_UnitFl_58.rck i 2009 IECC Energy Efficiency Certificate Wail 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 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 271 ,875.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 68 Compass Point Building D 258-15 on 9/15/14 Single Family Home I it NORTH Town of 2 s E : .� ndover No. > h ver, Mass, j cocNUHew�cw 1' 7,9 4ATE D S V BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System 1.J.q...TW THIS CERTIFIES THAT ................ ..0........... BUILDING INSPECTOR ................................................d................ , has permission to erect .......................... buildings on ....6k.....CooM04SS..... Foundation D..�1.!�........... to be occupied as ... ...b�.q.d.......C..s .....�!!�.�... .. .. ......'........ .1T.. .... Chimney q Rough e provided that the person accepting this permit shall in every respect con orm to the terms of thea application pp on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Final Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final ?,` Z PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO TA T Rough . Service ................. ...... ............................................. Final 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 DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. C0% { 1 C� Mn; AA ; , i (ON O gpF�L �'f Dppt �, 18 t � M. S.C Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License:CS-059359 TIMOTHY M.BAOD a.�.. •��, 4 P.O.BOX#12 ' South Grafton Ki 01 `L Expiration 01/24/2016 Commissioner �ACORUCERTIFICATE OF LIABILITY INSURANCEF=(mmmor4 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 terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights lo the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Coonan Insurance Agency, Inc. PHONE FAX 508) 987-7152 267 Main Street 4ML 508 987-7122 N ( ADDRESS: cindy@coonaninsurance.com Oxford, MA 01540 INSURERS)AFFORDING COVERAGE NAIC# INSURERA:Travelers INSURED INSURER B: TJK, Inc. INSURER C PO Box 12 INSURER D: South Grafton, MA 01560 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WrrH 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. ILTR TYPEOFINSURANCE ADD SUBR POLICY NUMBER POLICY EFF POLICY EXP UMTS A GENERAL LIABILITY 680-33SM1703-13 11/3/13 11/3/14 EACH OCCURRENCE $ 1,000,000 ){ COMMERCIALGENERALLIABILITY DAMAGE TO RENTED $ 300,000 CIAIMS-MADE F_x1 OOCUR MED EXP(Ary one person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2.000,000 GEN'LAGGREGATELIMITAPPLIESPER PRODUCTS-COMP/OPAGG $ 2,000,000 }[ POLICY PXCT RO- LOC $ AUTOMOBILE LIABILITYMBNEEDINGLELIMIT at $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPE��DDAMAGE $ HIREDAUTOS _AUTOS (per UMBRELLALIAB OOCUR EACH OCCURRENCE $ EXCESSUAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ ITS A VIORKERS COMPENSATION IE-UB-9914N01-3-14 1/26/14 1/26/15 X WCSTATU- OT_H- AND EMPLOYERS'LIABILnY ANY PROPRIETOR/PARTNER/EXECUTNE YIN N NIA A EL.EACH ACO DENT $ 1.00 000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yyes describe under DESdRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 A Contractors Equipment QT-660-2D283058 5/x/13 5/s/14 scheduled 100,000 equipment DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space is mgdmd) 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 AUTHORIZED REPRESENTATIVE 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: tbbuildinq@aol.com t i REScheck Software Version 4.5.0 Compliance Certificate Project 140707 Trust MerrimackCondos_BIdgD_UnitsB-E-E_NAndover Energy Code: 2009 1ECC 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 Cavity Cont. Glazing Assembly or R-Value 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 joist/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"o.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: 14070.7_Trust_MerrimackCondos_BIdgD_UnitsB-E-E NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos BIdgF_UnitsB-E- Pagel of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdgD_UnitFl_58.rck i Gross Area Glazing Assembly or Cavity Cont. or Door UA Perimeter R-Value R-Value LI-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_BIdgD_UnitsB-E-E_NAndover Report date: 09/09/14 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 [PRl)I !documentation demonstrate ;❑Does Not energy code compliance for the ; building envelope. ❑Not Observable ❑Not Applicable 103.2, :Construction drawings and I ❑Complies ; 403.7 documentation demonstrate '❑Does Not [PR3)I :energy code compliance for lighting and mechanical systems. ❑Not Observable (Systems serving multiple ; ❑Not Applicable ;dwelling units must demonstrate ± ;compliance with the commercial f ;code. R 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: 'Pother approved methods. Btu/hr ; Btu/hr ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 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 3 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdgD_UnitFl_58.rck 009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [F011]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 [F012]2 installed. ;❑Does Not �+ ;❑Not Observable ;❑Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 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_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 1. 402.1.1, ;Door U-factor. U- ; U- ;❑Complies :see the Envelope Assemblies 402.3.4 ;QDoes 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 j❑Not Observable j [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products' ❑Complies [FR4]1 :are determined in accordance i ❑Does Not with the NFRC test procedure or QNot Observable ;taken from the default table. ❑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 :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 [FR911 space have a maximum skylight ❑Does Not U-factor of 0.75 in Climate Zones ;4-8 ;❑Not Observable ❑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/I.S.2/A440 ' ❑Not Observable or has infiltration rates per NFRC :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 ❑Does Not $ and labeled to indicate:52.0 cfm I ❑Not Observable ,leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies [FR12]1 ;insulated to?R-8.All other ducts R- R- UDoes Not in unconditioned spaces or ;❑Not Observable ;outside the building envelope are 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 j IQNot Observable ducts are sealed. l ;❑Not Applicable 403.2.3 ;Building cavities are not used for ; ❑Complies [FR15]3 ;supply ducts. } ❑Does Not s ei ❑Not Observable j ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not J below 55 4F are insulated to>_R- 3 I❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not QNot 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 # Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 403.5 Automatic or gravity dampers are i ;ElComplies ; [FR19]2 installed on all outdoor air ` ODoes Not Q intakes and exhausts. ;E]Not Observable jE]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_BldgF_UnitsB-E- Page 6 of 9 E_NAndoverlREScheck\140909 Trust Merrimac_BIdg0_UnitFl_58.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 I ❑Does Not provided. j ,❑Not Observable- T❑Not Applicable 402.1.1, :Floor insulation R-value. ; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, ;❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 ❑ Steel ❑ Steel ' [IN1]1 ;❑Not Observable :❑Not Applicable 303.2, ;Floor insulation installed per ,DComplies 402.2.6 manufacturer's instructions,and U❑Does Not [IN2]1 ;in substantial contact with the ;underside of the subfloor. ❑Not Observable ; i ❑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 ElWood ;E] Wood ElDoes Not ;table for values. 402.2.5 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation Mass :❑ Mass ❑Not Observable :requirement applies. E] Steel :❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R- R- ;❑Complies [IN8]1 :minimum R-value of R-13.New : E Does Not ;walls separating the sunroom ;from conditioned space must j ❑Not Observable meet code requirements. ;❑Not Applicable 303.2 ;Sunroom wall insulation installed I '❑Complies [IN9]1 :per manufacturer's Instructions. !❑Does Not ❑Not Observable ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum R- R- ;❑Complies [IN10]1 :insulation R-value of R-19 in T 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 I ❑Does Not :instructions. j I } ;❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 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_Bldg F_UnitsB-E- Page 7 of 9 E_NAndover\REScheck\140909 Trust Merrimac BIdgD_UnitFl_58.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 ❑ Steel ;QNot Observable [FI1]1 ;compressed at eaves.R-30 may 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 1'1 ,❑Complies 303.2 :manufacturer's instructions. 1 �❑Does Not [FI2]1 ;Blown insulation marked every ; i 300 ft2. UNot Observable j❑Not Applicable 402.2.3 ;Attic access hatch and door R- R- ;❑Complies [F13]1 ;insulation 2--R-value of the ❑Does Not adjacent assembly. ;(_-]Not 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 41:]Does Not [FI17]1 :of<7 ACH at 50 Pa.This j ;requirement may instead be met ;❑Not Observable ; ;via visual inspection, in which :[]Not Applicable ; case verification may need to ;occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [F18]2 gasketed doors and outdoor ❑Does Not combustion air. QNot Observable ; ❑Not Applicable 403.2.2 'Post construction duct tightness cfm cfm ;❑Complies ; [FI4]1 :test result of<8 cfm to outdoors, j❑Does Not :or<_12 cfm across systems.Or, ;QNot Observable rough-in test result of<6 cfm .across systems or s4 cfm ;❑Not Applicable without air handler.Rough-in test ;verification may need to occur ;during Framing Inspection. ; 403.1.1 'Programmable thermostats ; ❑Complies [Fl 9]2 :installed on forced air furnaces. ❑Does Not J ,QNot Observable ' i ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. !❑Does Not 10) QNot Observable ❑Not Applicable 403.4 ,'Circulating service hot water ❑Complies [I'll 1]2 systems have automatic or ❑Does Not accessible manual controls. t ❑Not Observable { ❑Not Applicable 403.9.1 'Readily accessible switch on (❑Complies M12]3 :heaters for swimming pools. i ❑Does Not 9 + QNot Observable I ❑Not Applicable 403.9.2 Timer switches on pool heaters I ❑Complies [FI19]3 and pumps are present. ❑Does Not jQNot Observable I i❑Not Applicable 11 High Impact(Tier1) 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 8 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_UnitFl_58.rck . Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID� i 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not over 90 QF are insulated to R-12. ❑Not Observable i y ❑Not Applicable 404.1 '50%of lamps in permanent ❑Complies [FI6]1 'fixtures are high efficacy lamps. ' I❑Does Not 0 I ❑Not Observable [E]Not Applicable 401.3 Compliance certificate posted. 'C)Complies (FI7]2 ti ❑Does Not ❑Not Observable I ❑Not Applicable 303.3 'Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating i ❑Does Not J ;equipment have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 140707_Trust_MerrimackCondos BIdgD_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust MerrimackCondos_B1dgF_UnitsB-E- Page 9 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdgD_UnitFl_! 8.rck 2009 MCC Energy Efffodency 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 y 1, 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 T1 Supporting Floor,Wall,Attic&Point Load From T5 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 =I Deflection= 0.836 IN =U 240 For Total Load Required 0240 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 HEADER#65 (FLITCH BEAM) 2-LVLs 117/8'WITH 1/2-STEEL PLATE BOLTED WITH 5/8"DIA@12"O.C.IN TWO ROWS. OF K"YO LALA H No.337140 AL �� 4 l 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 L/240 Deflection2= 0.000 IN =U 540 For Live Load Required L1360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK of 1(AMH. Y0 LALA H rw 39n0C j` fssro AL I I ` I Kanayo Lala,P.E. .............03/03/2014 PROJECT: Merrimack Condominiums i 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 L1240 Deflection2= 0.378 IN =U 419 For Live Load Required U360 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. USE 2-LVLs 117/8"FOR BEAM T4. � LALA a g, No.337140 'O,r'plCIS1EaE'�t�,�` 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 TI&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= 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 1-1240 Deflection2= 0.242 IN =U 654 For Live Load Required 1-1360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W12X30,DEPTH=12.34"AND FLANGE WIDTH=6.5". oa� USE 2-LVLs 117/8"FOR BEAM T4. KAMYO H. lALA N g No.337160 o y�7ST[a FS570 p1- / r 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 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 A2= 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 =I Deflection= 0.355 IN =U 439 For Total Load Required 0240 Deflection2= 0.000 1N =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. K&MYO 'ry H. LALA ^ N4 337160 Lfrip TEAE�� / F�70 kL i L` 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 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 PSL/LVL 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 = Deflection= 0.421 IN =U 371 For Total Load Required U240 Deflection2= 0.000 IN =U 593 For Live Load Required U360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK �N of KMAMY0 i H. tau H No.33nac ifs orstE�°���' 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 3.50 PSL/LVL 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 =I 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 �w OF Kwyo H. LI1L1l w.33n60 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 =I 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. Of LALA No.33noc 1 KANAYO LALA, P.E........-03/03/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 10OMPH 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 Long Wall 151,632 Long W M -700128 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1(1) '/"OSB/CDX PLY WITH 8D NAILS AT 6"ON EDGES AND 6"ON FIELD-270PLF< 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. KAWYO LALA No.33710.0 ercl fSS10 kL i� -.6k/ft . bo 5 rt. 2.8 r _ .1, 0 i 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..-: G I I 1 . 5 '31 i f \ TU4X2.5 5 4 1.6 2 ' I J�2• i 3 1 ' 1 I ALL TUBES ARE 1 / 811 THICK 1.1 I i KL MA w ` cn=KL MA,o=KANAYO LALA, ou, M,33no-c F email=KANAYOLALA@GMAIL. j cOM,c=US 2013.02.2216:5.5:03 -05'00' i. jResults for LC 3,ALL — Z-moment Reaction units are k and k-fti KANAYO LALA-PE SK-21 .-- .- -- -- - -- ---- - -a KL i BALCONY BRACKET Feb 22, 2013 at 4_51 PM 13000 BRACKET MEBER SIZES ;METAL BRACKET MERRIMACK-...