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HomeMy WebLinkAboutBuilding Permit #256-15 - 72 COMPASS POINT ROAD 9/15/2014 BUILDING PERMITof"O DT 6'�ti TOWN OF NORTH ANDOVER �� o APPLICATION FOR PLAN EXAMINATION Permit No#: Date ReceivedrE " p ` �gSSACHU`����y Date Issued: 1 /�`� IMPORTANT: Applicant must complete all items on this page L LOCATION ��VC6S> Q –C MO(T JY)C\C—V_ y _ PROPERTY OWNER kA y l Cly � Print Print 100 Year Structure yes — . . MAP _PARCEL: ZONING DISTRICT: _Historic District yes K Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential XNew Building ❑ One family ❑Addition Two or more family ❑ Industrial ❑Alteration No. of units: 9 ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District Water/Sewer D GRIP ION OF WORK TO BE PERFORMED: n _ Identification- Please Type or Print Clearly OWNER: Name: �YL7 r �i �Pl • Phone: $S I L S/ Address: S Contractor Name: �1�_ ` Phone: 50 , 3c�kQ3 "l Address: Po �r)x kc ' Su ervisors Construction License: Supervisor's C.-" us� Exp. Date:- 1 02L4 Home Improvement License: 1 y _ 5 Exp. Date: �t L(P ARCHITECT/ENGINEER A� , / �, Phone: 9-79 33-7 5 o1sZ ACAQ() Address:a`Jev, QA MG` - 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: FEE: $ Check No.: 7 7 7 ,4 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the g ranty fund Signature of Agent/Owner Signature of contractor 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 ❑ i Private(septic tank,etc. ❑ permanent Dumpster on Site ❑ I THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM i PLANNING & DEVELOPMENT Reviewed On Signature_ i COMMENTS CONSERVATION Reviewed on Signature t / 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 4 Water& Sewer Connection/si nature& Drivewfv 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 — / I COMMENTS I Dimension Number of Stories:_Total square feet of floor area, based on Exterior dimensions. o'Z Total land area, sq. ft.: ELECTRICAL: Movement of Meter location mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name i Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 o ra ACHUSf4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 256-15 on 9/15/2014 Date: January 7, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 72 Compass Point 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 72 Compass Point North Andover, MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 28011 Check : 7776 NORTH own of . t E : .� ndover 0 ' .:` 0 No. Dcoc«ic«[wrc n° h ver, Mass, / S U BOARD OF HEALTH Food/Kitchen PERMIT T LD/ Septic System THIS CERTIFIES THAT ..... ................................................................................... BUILDING INSPECTOR miation has permission to erect .......................... buildings on .. .. � .'/.��51:...�%`�.!".�: .........I............ Fou Rough /�j 1 f / g � to be occupied as ............../...... ........�.....?�.�.../.: �<.l ...... C r. l .d �s"F............. ney ® ` provided that the person accepting this permit shall in every respect conform to the terms of the application Fal on file in this office and to the provisions f the d ° p o Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. UM�BIINNG INSPECTOR Rough ICY/wxj VIOLATION of the Zoning or Building Regulations Voids this Permit. Final !ft/I PERMIT EXPIRES IN 6 MONTHS - ELECTRICAL INS ECTOR UNLESS CONSTRUCTION STARTS Rough OX. 7_ (Z- , –G ... ..... .�/.� ......................... Service .. .. ....... Fina � Q BUIL ANG INSPECTOR 1 + GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in Conspicuous Place on the Premises – Do Not Remove Finalz,S p Y a p No Lathing or Dry Wall To Be Done SMo �� Z� Until Inspected and Approved by the Building Inspector. � — f Street No. Smoke Det. NORTH -own of 1 . 1, ndover p 0 No. C% h ver, Mass, COCKICKIWICK 1' �,9 A°R�reo ►`P��,��(5 S U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT ,/ I� ..` , . ................................................................................... BUILDING INSPECTOR ..... ....................... has permission to erect .......................... buildings on .. °?.. � .'/.��Sl........... Fou on ' f ` :!gn:eyv h to be occupied as .............. `.......Uw°`f... ..... .....?�J.�.1.: 14—e 4L.). /.a; s�;............. ® ` provided that the person accepting this permit shall in every respect coliform to the terms of the application F' al 6 •� on file in this office and to the provisions of the Codes and By-Laws relating to the Ins e ti p y g p c on,Alteration and Construction of Buildings in the Town of North Andover. UM�BIIN/NG INSPECT VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final /�/� f1 PERMIT EXPIRES IN 6 MONTHS - ELECTRICAL INS ECTOR UNLESS CONSTRUCTION STARTS Rough OA, 7- I'Z Service ..... ........ .. 1. Fina Q BUILD NG INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in Conspicuous Place on the Premises — Do Not Remove Final �.6 (z?�x4c1 p Y a p No Lathing or Dry Wall To Be Done FiF�EpP R N Ste©%�f�5` a p Until Inspected and Approved by the Budding Inspector. Street No. Smoke Det. ?v J)on/�/ / NORTij q \ O ttLED 16 '• _ t O a G APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION p°R,TEo BUILDING PERMIT # 9SSACHUs ADDRESS/LOCATION OF PROPERTY:_ 71 �k �fy)Q&_5S T — Map Parcel Lot Number SUBDIVISION: MfffiM(nLC t_t)r)Ab'-S 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 T E FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20. )WILL B GED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT IGNATURE Permit Issued to: Address: S �► �p �c" ��s r y v � �1�.- 0187k ROUTING TOWN ENGINEER; SITE PLAN—DRIVE-WAY REVIE CONSERVATION PLANNING F1 DPW-WATER METER I ' 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 i i Final Construction Control Document u v To be submitted at completion of construction by a W ` d Registered Design Professional A W ti for work per the 8'"edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: MERRIMACK TOWNHOMES Date: 1/13/16 Permit No. 256-15 Property Address: D3-72 COMPASS PONT, NORTH ANDOVER, MA Project: Check one or both as applicable: X New construction ❑ Existing Construction Wood framed, fire sprinkled,three story town homes in a row of four in the building named "D" Project description: 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 ~ electronic signature and seal: LW Np:33TF6C "�A€CtSTt i € At Phone number: 978-337-5252 Email: kanayolala@gmail.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 G31 o c33,0 C 7 c34 C c36 ��s• o c35 c d C40 14t C4 o 0 4 �'V ,q"� � f` � � Sao 4 � c �? $� PROPOSED . BLDG"G" Pol CERTIFIED PLOT PLAN knunmi = DinDm EMMM urns NO rA=XD Ts DO" MM M= W, THE MMVM arrsm atirs�vn Tws R-0 n fm TO M c= TO GXCT �E c=, OTH£R fficcn i,wy SVUX i=. OR � LM� uXTs. +ter . nas =YVrATM IS KV-MMMMAM„ MM TS narKM WJM VM THS PROVTHAT THE P=mT= sHaw HAS mmq AccLPATmy s(n nr Asacm KAP s nor at THS Mm TO THIS FM loco a FOUNDATION-AS-BUILT_BUILDING-"D° ,4w= a, MERRIMAC CONDOMINIUMS -, ROUTE 114, NORTH ANDOVER, MASS, i c PROJECT NLb NAND13 tj Get% SCALEo' i'=4®' p w y N. "�� DRAWN BYo PCG DATEo 6/2/14 CHECKED BY, SC SHTt 1 �p REVISED Of i i i REScheck Software Version 4.5.0 Compliance Certificate Project 140707_Trust MerrimackCondos B)dgD_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: S (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 72-D3 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 Glazing • Door UA Perimeter U-Factor Floor 1st Floor:All-Wood Joistlrruss: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"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 Wail 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"o.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:\Ebbeling_Ed\140707 Trust MerrimackCondos BldgF_UnitsB-E- Page 1 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BldgD_UnitD4 174.rck r ' - s Assembly Gross Area Cavity Cont. Glazing or or Door UA 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 I Project Title: 140707_TrustMerrimackCondos_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_NAndoveAREScheck\140909_Trust Merrimac_BldgD UnitD4_74.rck CLEAResu It 50 Washington Street Westborough, MA 01581 IECC 2009 & IECC 2012 Duct Tightness Verification Pass / Fail Date:Decub at C)01!5' Permit No.: Street Address:'61 as ?Vn t 4, , , nn, 0&4 5 Total conditioned floor area: D,i75 -n " ve� Source of Area Calculation: HERS Rater: tl&V'\ca Certification Number: 8co8�2a Signature: Client: 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: 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 f12 2012 IECC-New Construction Post-construction test ❑ Total Leakage—4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Rough-in test-Total leakage Air Handler Installed? ❑ Yes-4 cfm/100 ft2 maximum allowed ❑ No—3 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Results apply to the system as tested on the date above. Compliance is void if any changes are made to the duct system. CLEAResult Copyright 2015 Enter construction cost for fee cal - North Andover Fee Cakulat%on 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 72 Compass Point Building D 256-15 on 9/15/14 Single Family Home NORTH own of 2 E : ,, ndover p No. - IL C' h ver, Mass, / cocKic„l WICK y1' RATED PPP,`,�J S V BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT ..... ....�:..v.� ............................................• ................................. BUILDING INSPECTOR ...... ... Foundation buildings on ........ .............................................. has permission to erect .......................... g ..� ...��?r�..c.ss a,�� ��� ` Rough to be occupied as ............... ......,(�,vVo°f..............�✓../..`f : ' 1. ...... G?lrJ 1.7/.�!.v Vis(.`;............. Chimney provided that the person accepting this permit shall in every respect c form 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 Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ... . . ................................ Final BUIL NG 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. a c tiMt`�i KDyEM� 58 ©gP Sv spool 141 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor •�� � - �Y F License:CS-059359 s _, TIMOTHY M.BA%A P.O.BOX#12 v South Grafton MX 01i 1: Expiration Commissioner 01/24/2016 IDIY A� CERTIFICATE OF LIABILITY INSURANCE DATE(MM 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 CONT T NAME: Coonan Insurance Agency, Inc. PHONE FAX 267 Main Street mal • 508 967-7122 NO: (508) 987-7152 Oxford, MA 01540 ADDRESS: cindy@coonaninsurance.com. INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Travelers INSURED _INSURERB: TJK, Inc. INSURERC: PO Box 12 INSURER D: South Grafton, MA 01560 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES 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 E70' LTR TYPE OF INSURANCE J=iffiaPOLICY NUMBER MIDDY MMIDIYYYYY LIMITS A GENERALLIABILITY 680-335M1703-13 11/3/13 11/3/14 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea $ 300,000 CLAIMS-MADE Fx-]OOCUR MED EXP(Arty one person) $ 5,000 PERSONAL&ADVINJURY $ 11000,000 GENERAL AGGREGATE $ 2.000,000 GENTAGGREGATE LIMITAPPLIES PER PRODUCTS-OOMPIOPAGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBIL.ELIABILITY eaBCcidert SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPEEIE DDAMAGE $ HIREDAUTOS _AUTOS $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ -- OED RETENTION$ $ A WORKERS COMPENSATION IE-IIB-9914N01-3-14 1/26/14 1/26/15 X I WCSTATU- OTH- AND EMPLOYERS LIABILITY Y I NI. FR ANY PROPRIETORFARTNERIEXECUTIVE EL EACH ACO CENT $ 100,000 OFFICERIMEMBER O(CLUDED? 7 N I A QMardabry In NH) EL.DISEASE-EA EMPLOYEE $ 100,000 Hyes,describe under DESCRIPTIONOFOPE RATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 A Contractors Equipment QT-660-2D283058 5/8/13 5/8/14 scheduled 100,000 equipment DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Renerks Schedule,If more space isregaf red) 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(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: tbbuilding@aol.com i CREScheck Software Version 4.5.0 �(Jl 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 Gross Area Cavity Cont. Glazing Assembly or or Door UA Floor 1st Floor:All-Wood joist/Truss:Over Unconditioned Space 450 30.0 0.0 0.033 15 Wall 1st Separation:Wood Frame, 16"o.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 J oist/Truss:Over Unconditioned Space 467 30.0 0.0 0.033 15 Floor 2nd Over entry:All-W.00d 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"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"o.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_BIdgF_UnitsB-E- Pagel of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdgD_UnitFl_58.rck 4 I Gross Area Glazing Assembly or Cavity Cont. or Door UA 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_U.nitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ecl\140707 Trust MerrimackCondos_BldgF_UnitsB-E- Page 2 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdg0_UnitFl_58.rck . 1 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 S j❑Complies [PRI]1 :documentation demonstrate '❑Does Not energy code compliance for the 1 building envelope. ❑Not Observable ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 documentation demonstrate '❑Does Not [PR3]1 :energy code compliance for j ;lighting and mechanical systems. i ENot Observable !Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the commercial Icode. 403.6 ;Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr '❑Does Not Ion loads per ACOAManual J or ; Cooling: Conlin other approved methods. g :,[]Not Observable j Btu/hr ; Btu/hr :❑Not Applicable I I Additional Comments/Assumptions: 1 I 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_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 ❑Does Not ,and extends a minimum of 6 in.below e1 grade. ;❑Not Observable ❑Not Applicable 403.8 ;Snow-and ice-melting system controls'❑Complies [FO12]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact-Mer 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_Ed\140707 Trust MerdrnackCondos_BIdgF_UnitsB-E- Page 4 of 9 E_NAndover\REScheck\140909_Trust Merrimac_BldgD_UnitFl_58.rck Section Plans Verified Field Verified # Framing/Rough-fn 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. [FRl]1 ❑Not Observable I ❑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 j ; [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ! ❑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 [FR8]1 ;space have a maximum I ❑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 [FR9j1 space have a maximum skylight :[]Does Not U-factor of 0.75 in Climate Zones 0 ;4-8 I❑Not Observable :[]Not Applicable 402.4.4 ;Fenestration that is not site built " ❑Complies [FR20]1 :is listed and labeled as meeting I '❑Does Not 0 AAMA/WDMA/CSA 101/1.5.2/A440 i❑Not Observable or has infiltration rates per NFRC i ,400 that do not exceed code ❑Not Applicable j limits. 402.4.5 IC-rated recessed lighting fixtures, ',❑Complies [FR16]2 :sealed at housing/interior finish ❑Does Not ;and labeled to indicate s2.0 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 I 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 j ❑Not Applicable 403.2.3 Building cavities are not used foryy ;❑Complies [FR15j3 ;supply ducts. i ❑Does Not i ❑Not Observable ❑Not Applicable 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- :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 J ❑Not Observable ; j❑Not Applicable 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 5 of 9 E_NAndover\REScheck\140909 Trust Merrimac_BIdgD_UnitFl_58.rck I • Section # Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions &Req.ID Value Value 403.5 'Automatic or gravity dampers are; ❑Complies [FR19]2 ,installed on all outdoor air ❑Does Not ,intakes and exhausts. j ❑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: 140707Trust_MerrimackCondos_BIdgD_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: 5:\Ebbeling_Ed\140707 Trust_MerrimackCondos BIdgF_UnitsB-E- Page 6 of 9 E_NAndover\REScheck\140909 Trust_Merrimac_BldgD_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 E ❑Does Not provided. i ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ❑ Wood ;❑ Wood j❑Does Not ;table for values. 402.2.6 ❑ Steel ❑ Steel [IN1]1 ;❑Not Observable 0 ;❑Not Applicable 303.2, ;Floor insulation installed per I ❑Complies 402.2.6 :manufacturer's instructions,and ; ;❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor. I ;❑Not Observable j❑Not Applicable 402.1.1, ;,Wall insulation.R-value.If this is a I 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. 402.2.5wall insulation on the wall [IN3]1 ;exterior,the exterior insulation E] Mass F1Mass 1❑Not Observable requirement applies. ;❑ 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 :❑Does Not walls separating the sunroom ;froconditioned space must ;❑Not Observable m meet code requirements. ;❑Not Applicable 303.2 ;Sunroom wall insulation installed !❑Complies [IN9]1 :per manufacturer's Instructions. i I❑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. ❑Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 installed per manufacturer's j ❑Does Not instructions. ❑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_BidgD_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ecl\140707 Trust MerrimackCondos_BIdgF_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 [FI1]1 ;compressed at eaves.R-30 may Steel ❑ Steel ❑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 I❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every .0 ;300 ft2. � ;❑Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 !insulation?R-value of the ;❑Does Not adjacent assembly. a ;❑Not Observable j❑Not Applicable 402.4.2, ;Building envelope tightness ; ACH 50= ; ACH SO= ❑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 ;occur during Insulation Inspection. 402.4.3 :Wood-burning fireplaces have ! ❑Complies [F1812 gasketed doors and outdoor " i❑Does Not combustion air. ii ;[]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 5C12 cfm across systems.Or, rough-in test result of<6 cfm ;❑Not Observable across systems or 4 cfm ;❑Not Applicable s without air handier.Rough-in test ,verification may need to occur ;during Framing Inspection. 403.1.1 ;Programmable thermostats 1 ❑Complies [FI912 installed on forced air furnaces. ❑Does Not eJ ,❑Not Observable ( ❑Not Applicable 403.1.2 'Heat pump thermostat installed ❑Complies [FI10]2 :on heat pumps. ❑Does Not e # ;❑Not Observable I ❑Not Applicable 403.4 .'Circulating service hot water i3OComplies [F[11]2 :systems have automatic or '❑Does Not accessible manual controls. QJ 1❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on liOComplies [F112]3 !heaters for swimming pools. ! j❑Does Not .9) ! ;❑Not Observable ❑Not Applicable 403.9.2 ':Timer switches on pool heaters ;❑Complies [FI and pumps are present. ❑Does Not i I !❑Not Observable ❑Not Applicable 11 High Impact(Ter 1) 2 Medium Impact(Ter 2) 13 1 Low Impact(Tier3) 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_BIdgD_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. { ❑Not Observable j ❑Not Applicable j 404.1 ;50%of lamps in permanent r !❑Complies (FI611 :fixtures are high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 t '❑Does Not ( ❑Not Observable ❑Not Applicable j 303.3 :Manufacturer manuals for ❑Complies [FI18]3 :mechanical and water heating i ❑Does Not !equipment have been provided. y ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Ter 2) 3 1 Low Impact(Tier 3) Project Title: 140707 Trust MerrimackCondos_Bldg D_UnitsB-E-E_NAndover Report date: 09/09/14 Data filename: S:\Ebbeling_Ed\140707 Trust_MerrimackCondos_Bldg F_UnitsB-E- Page 9 of 9 E_NAndover\REScheck\140909 Trust Merrimac BIdgD_UnitFl_58.rck w 2009 MCC Energy Efficiency Certificate Wall 22.00 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 4 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 0360 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 KANAYO LAH. LA ��G+ No.337140 )C FfSSlO AL 1 Y -_ 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 = Deflection= 0.643 IN =U 308 For Total Load Required 0240 Deflection2= 0.000 IN =U 540 For Live Load Required U360 Fcp'= 592 PSI OK 1.50 In Bearing Length Fv'= 112 PSI OK s� wu H. a g No.337100 AL 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 LJ240 Deflection2= 0.378 IN =U 419 For Live Load Required L/360 Fcp'= 499 PSI OK 3.00 In Bearing Length Fv'= 189 PSI OK USE BETTER HEADEFW84 (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. i, �� 3 LALA N .g, N&33naC 7j„'9FC1STEa ���� I< f�0 kt 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 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 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD 16477 LBS 325 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 0240 Deflection2= 0.242 IN =U 654 For Live Load Required 0360 Fcp'= 359 PSI OK 9.00 In Bearing Length Fv'= 10,200 PSI OK W 12X30,DEPTH=12.34"AND FLANGE WIDTH=6.5". MOF�.� USE 2-LVLs 117/8"FOR BEAM T4. KAMt H. LALA ^ No.331160 ` ej 7o RL i Kanayo Lala, P.E. .............03/03/2014 r PROJECT: Merrimack Condominiums D-TYPE BB-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam TS 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 PSULVL 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 =I 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. M Of VANAVO LALAh N&33n0C ` fssro AL / 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 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 = Deflection= 0.421 IN =U 371 For Total Load Required 0240 Deflection2= 0.000 IN =U 593 For Live Load Required 0360 Fcp'= 396 PSI OK 3.00 In Bearing Length Fv'= 150 PSI OK OF VANAYC H. LALA a^ No.337140 �,rf 0- RLQ/ Kanayo Lala,P.E. .............03/03/2014 PROJECT: Merrimack Condominiums D-TYPE SB-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 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 =1 Deflection= 0.244 IN =U 318 For Total Load Required L1240 Deflection2= 0.493 IN =,U 437 For Live Load Required U360 Fcp'= 398 PSI OK 3.00 In Bearing Length Fv'= 151 PSI OK �N of VANAYO LALA N M.33MC ` f?0 AL / I 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 117/8"FOR BEAM S4. OF K4MYO LALA N a.i W.33n f s0 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 It Building Aspect Ratio= 1.38 Building Area 936 sf Shear End Wall= 11,664 224 PLF Building Mean Height 36 It 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 2306.2.1111 '/"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. KAMr0 H. 4Au► Iso.33730-C ` ESS10 qt ,i I r �- I I z' r 'x' III 6k/'ft 0.s ` % ;s, r !� r 28 r t �N 5 0 I 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... .Y r s2. •X L1.6 1 . 5 ' 3 . TU02.5 1.9 J4 5 1.6 2 ' I L I � i H J3 I 1 ' ' 1 1.9 1 ALL TUBES ARE 1 / 8 " THICK 11 KL MA "". cn=KL MA, o=KANAYO LALA, ou, No.33710-C email=KANAYOLALA@GMAIL. �tf!Fc�ST m °,��� COM, c=US 4i �� --- 2013.02.22 16:55:03 -05'00' Results for LC 3,ALL Z-moment Reaction units are k and k-ft KANAYO LALA - PE SK - 2 KL BALCONY BRACKET Feb 22, 2013 at 4:51 PM 13000 BRACKET MEBER SIZES METAL BRACKET MERRIMACK-... I M,ERRIMACK BALCONY STEEL BRACKET TOP CHORD - 2/22/13 W Beam: • M1 - _ ---- --- -- Shape: HSS4x2.5x2 Material: A500 Gr.46 Dy -` --- - -- - - in Length: 4.5 ft Joint: N2 I Dz -- - in i J Joint: N5 LC 3: ALL Code Check: 0.193 (bending) -,038 at 4.5 ft i Report Based On 97 Sections j j j ' A - --- k .884 at O ft Vy - - — k Vz .__ . - - -- k ii -2.792 at 0 ft -.931 at 3 ft i .68at3ft T ---- -- --- — k-ft ,: , ~ My ---- -- - k-ft Mz k-ft I I -.094 at 1.453 ft I � 5.285 at 3 ft ft ksi fa k., ksi 1.966 at 0 ft n. e4 fc ksi j -5.285 at 3 ft AISC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.193 Max Shear Check 0.066 (y) Location 3 ft Location 3 ft Equation H1-1b Max Defl Ratio L11436 i Bending Flange Compact Compression Flange Non-Slender i Bending Web Compact Compression Web Non-Slender I Fy 46 ksi y-y Z-z Pnc/om 32.445 k Lb 4.5 ft 4.5 ft j Pnt/om 39.114 k KL/r 52.716 36.607 Mny/om 2.938 k-ft Mnz/om 4.315 k-ft L Comp Flange 4.5 ft Vny/om 14.003 k Warp Length NC j Vnz/om 8.251 k L-torque 4.5 ft Tn/om 2.95 k-ft Tau b 1 Cb 2.498 - i j i Company KANAYO LALA-PE Feb 22, 2013 Designer KL 4:47 PM Job Number 13000 BALCONY BRACKET Checked By: Hot Rolled Steel Properties _._ Label _ -. E[ksi] G[ksi] Nu Therm,(\1 E...Density[k/ft.._ Yield[ksi] ._ . -Ry Fu[ksi] Rt- _ A36.Gr.36_ __. 29000 11154. _ .3 .49 -._. .., - .65 36 •. 1.5 58 1.2 _ .2 _A572-Gr.50 29000 . ; . 11154 .3 _ .65 .49 • - 50 , 1.5. 1.2 3 - - A992 29000 11154 ,3 .65 _j_ . ..49 _ _ - 50 1.5 58 1.2 i 4 _ A500_G r.42 29000. 11154._- .3 _ _- 65 • ___49 49 42 �. 1.5 - 1-.2 -- -5.___.-__A500 GrA6 5$ - 2900.0 111.54.. _ _ .3 . 65 - :49 46 1..5. 58 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A[in2] lyy[in4] Izz[in4] J[in4] i � i 1 _ TU4X2.5__ , HSS4x .5x2 Beam Tube A500 Gr.46, Typical 1.42 _j1.49 _... _3.09_ _.. .3.23.-_ r_2- TU2X2.5 HSS2.5.x2x2 Beam ' Tube_ A500 Gr.46,_-._Typical ..,_....956 1_.- .589 833_ __.1_,_12___] Joint Coordinates and Temperatures -- - -Label - - -- - _ X Lftl --- Y[ftj -- - Z[ft]- - Temp[F].- -Detach From Diap_.. �- - - N2 - - -Q-- - -- 3 - 0- - - -Q i - --- ---- - -.0 -- 1 0 - --- 3- -- - N3 -- - 0 _. - - - - - 4 ---- -N4 - --- 3- -a - -3 -- �- - 1- -.0 -- - - - -5 -- N5 -3- --- L -0 - - - 0 -- -- i------- -- - Member Primary Data - J Joint K Joint Rotate de S TU4X2 5 e -Beam Design Tube List __'A500 Material Design Rules Label I Joint ( g) p Type _-2 -__M2 _ _ N2 �_--_ N1 _ 90 _TU2X2.5_ BeamTube . A500 Gr As, TYPical Typical 1 M1 _ _ N2 N5 __ 3 M3 N3 ] N4 I TU2X2.5 Beam Tube ASoo Gr.as!, Typical � Member Distributed Loads (BLC 1 : DL) EF -------Member label Direction __-__Start Magn:tudelk/ft,FJ End Magnitude[k/ft,FI Start-Location[ft%j _ End Location[ft,%]_] I�- ---- _ _ _-015- ...- -- -.015 - - Q_- - .. _M 1 - -- Y 0 - Member Distributed Loads (BLC 2 : SL) Member Label _ Direction -__.Start Magnitudelk/ft,F] 0 Magnitude /ft F] -Start L.ocation[ft,%j_ End Location[ft-916 -�- -- -- M1 - _ - -Y -i- ___039 - -- --.039 - - - -- -- 0. i Member Distributed Loads (BLC 3 : LL) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft,%] 11 M1 Y -.06 -.06 0 0 Load Combinations Description_ -Solve PDe.lta SRSS _BLC Factor.BLC Factor.BLC Factor.BLC Factor_BLC Factor_BLC Factor.BLC Factor BLC Factor - - -pL -- Yes !. Y 1 8. 1 Y. ._-1 - l 2- - -LL Yes Y _., t- 3 - ALL - Yes --Y .1 _: L2 1. .' _. Joint Boundary Conditions Joint Label X[k/in] Y[k/in] Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing 1-_ __._N1 i Reaction Reaction__;__ Fixed Fixed_ _ _Fixed _ _- Reaction _ 2 _- __ N2 - ;_._Reaction_ _ Reaction -i_.- Fixed _ Fixed__ Fixed _ _Reaction RISA7 Version 10.0.0 [C:\...\All Users\Documents\0-visa\METAL BRACKET MERRIMACK-2.r3d] Page 1 Company KANAYO LALA-PE Feb 22, 2013 Designer KL 4:47 PM Job Number 13000 BALCONY BRACKET Checked By: Joint Reactions r LC _ _... Joint Label X Ikl _ Y Ik].. -_. Z Ik] _-- -- MX jk-ftj _ MY[k-ftj MZ[k-ft].. _..3- -N1-- . 1.866 1.1-1-7 , - NC NC.. NC -1.035 .. 2 3 _ N2 -1,866 1.626 ;- - NC NC NC 1.58 _ i 3 3. _ _ Totals; 0 2743 . ---+ --- - Q4 3 CZ:- 0X: 2.239 Member Section Deflections LC Member Label Sec x[in] y[in] z[in] x Rotate[rad] (n) Uy Ratio (n)Uz Ratio L 3----- - - -M1. - -- --- ---0-- --- - - --- 0 - - -0 - - NC - NC --- 3 - - --- - ---_. 3._ _.002--.. 037 -� - .0 - 0._ t 1453.313 J NC-- 2 _ 2 _ _ 0 013 0_ _0- 4307 694 - _ - NC... - 4 --- - - - - -- -- -----4- -- 002 -----072-- 1--- 0 ---- - 0 - -746.573.- --------NC_ - -� 5_--- - ------ 5. - .002 - - -.119 --I- --0 -0 -1-455-185- 6 3 _ _. M2 -- 1- 0 -- - ---0 -- - - 0 - -0 7---- - - - - -- 2 0 _0-. _ -,012_ _. -0- NC_ _ -2926.831 $- --- - - - - - - - 3 - - --0 -- - -� _-.03_ - --0 _ -- NC �-.1210.697 0 - - -- - - - fi NC. -- 1490.24,8. 9 ----- - - --- - 4 - -0- 0 024 _ . -0 -1 - -- -- - - -- 5 - - 0-- 0 --- 0 - NC- T--NC-- -11 -3-- - M3- --- - 1,- - -,026- - -=017 ---0 - --- --0- NC- = NC-.-- -- - - kl ----- _ --- 2 -.027 - --.018 --Q _. . -0__ __ 3 _ ! NC_ _.029.-- -.0040 0 13357691 --! NC - - -- --- -------- -- 4---- .03- ----02.1---1 - ---- ...- --0 - --1 1154 285 ----NC = 115 _ 5 -.031 -.05 I 0 0 646.365 NC Member Section Forces -_.---_LC_ ._rMeember-La_bel___. _S_ecAxiajkj-_ _-y Shearjk]_--__-z Shearjk] Torquejk-ft] -y-Mo_.._.z-Z Mo,__ 1- -- 3-- -- ----M 1- - -1 - - ----2.-356 _1.058 ---- 0- --- -- ---0---- -0-- 1,141 -2 - ---- - - - - - -- 2 -- _2 356 0 -- - 0_ 332_ -3 ---- - --- - - - - 3- - -2.356 .302 - 0-- -- 0- --i- -0 _ 289. 4 ---- --- - - -- 4 - --- 0---- --.68 - ----0 -- - -Q----.- -0- 383 5 - - - -- 5 -- - -- 0- -- -- 0 - - 0 --- - --0 -- 1 0 - - 0 1 6 --- 3 -. ..- --M2 - --- 1 - - _-_561 ---}-- 0 - - -=489 ---- -- 0---- 1 -.439 -- 0 - -----2 -------____:559--1-----0----- - _ .489 ------- -0-----�---072_----- 0- -8_-- -i__.-------- -- --- 3- .-- -=.556- --I - - --- - - .489------ -_.295 ---0- -9---------- --. .- ----- 4-- --- -1. -- ----�--- -- -1,87-- ---- 0- - - 1---367- -0- 18-- ---- L-----------... ...5- ------ 1.117 1----0---- -1.87------- ----0----- =-1_._035 ---0 3 ---- M3 - - ----1 -- ----- 2.8.86 - a- - -=088 -- ---0 - --- --0- --0- .296-J --- 2 - - 2.884- - - .086 - - - 0 ------ 2.882 - - 0 - 0 ,217 f x_13 -- - -- -- -- ----- 3- - - --- - ! - .084 - 0 -- 0 0 .141 14 - -- -- -- 4 ---- -2 881 -- -- .081 _ .. 0-- - --0 -- . 0 _ .067 i L 1---- -- 7 -- -- - - 5 - -- 2 879. - !_ 079-- - - 0-- - 0 - 0 Member A1SC 14th(360-10): ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc[ft] Shear UC, Loc[ft] Dir Pnc/om(k)Pnt/om[k]Mnyy/om...Mnzz/om... Cb Eqn 1 _ 3 M1 . Hss4x2.5x2 295 0 _076 0 _ y 32.445 39.114 2.938. 4.315 ;2.317.H1_-1b 2____3 i M2 _ HSS25x2x2 .6 3 74 _ _ _.-. 295 _'_ 2 z 22,858 ;.26.333 : _1.593_ ... 1.857- i 3 3 ; M3 5x2x HSS2. 2 227 0 011 10 y 21.465 26.333 1.593 1.857 1.716 Hl-lb KL MA 3 cn=KL MA,o=KANAYO LALA, ou, ` ?�,.�• �° email=KANAYOLALA@GMAIL.COM,c=US !..n -1 1< _ 2013.02.22 16:54:42-05'00' RISA-31D Version 10.0.0 FC:1...\All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 2