Loading...
0092 LAFAYETTE STREET - BPA 13-497 The Commonwealth of Massachusetts Department of Public ty Massachusetts State Building ode 80 c •d�� Building Permit Application for any Building o r t or Twooa - .1,� 1 (This Section For Official Use y W Building Permit Number: Date Applied: B ' fficia 710 SECTION 1:LOCATION(Please indicate Block#and Lot#for locations o hich a street address is not Cf�. � PFPvk�rs✓ �� -. S+�l_rm cj1�14n 4FR'e- No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edition of MA State Code used_ If New Construction check here 0 or check all that apply in the two rows below Existing Building Repair❑ Alteration Addition❑ Demolition ❑ (Please fill out and submit Appendix 1) •- Change of Use 0 Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes V No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ Brief Description of Proposed Work: PS 2 i N T "C'' G - N � -F SECTION 3.COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) 0 Existing Use Group(s): I Proposed Use Group(s): SECTION 4.BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A5❑ B: Business ❑ E Educational ❑ F, Facto F-1❑ F2❑ 1111H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ I-2❑ I-3❑ 14❑ 1M: Mercantile❑ R, Residential R-10 R-2❑ R-3❑ R4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: SECTION 6.CONSTRUCTION TYPE(Check as applicable) IA 0 IB 0 IIA ❑ IIB ❑ IHA ❑ HIB 0 1 rV 0 VA 0 VB 0 SECTION 7.SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public Check if outside Flood Zone❑ Indicate municipal A trenc will not be Licensed Disposal Site❑ � Private❑ or indentify Zone: or on site system❑ requrre or trench or specify: permit is enclosed❑ Railroad right-of-Way: Hazards to Air Navigation: MA Historic Conunission Review Process: Not Applicable' Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes 0 or No❑ Yes X No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor Does the building contain an Sprinkler System?: rc'S Special Stipulations: i SECTION 9: ftOPERTY OWNER AUTHORIZATION Name and Address of Property Owner L iIvl�a., CAP ipvy % IlWi5TUZih S .. SAlsy►-t. t-AA %31546 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: G}� lbw _ Izb S �b'7 _ ic,�' Sth�ti�ru�gk9m�t � Title Telephone No.(business) Telephone No. (cell) —� e-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If budding is less than 35,000 cu.ft of enclosed space and/or not under Construction Control then check here O and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip. Discipline Expiration Date 10.2 General Contractor FP Company Nam _ ` ^ Ill�,n r i � ��ln�� A7/ 1 z( Name cf P- on esp fonsible for Cons-truc n Lice No.'and Type if Applicable 'q y '7 J Street Address City/T#wn S Zip el hone No. usmess Telephone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit Is a signed Affidavit submitted with this application? Yes❑ No O SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ D 1.Building $ Building Permit Fee=Total Construction Cost x_(Insert here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to 6.Total Cost $ V (contact municipality)and write check number here SECTION A SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this app 'cation is toe an ccurate to the best of my knowledge and understanding. I C.'�. ) OA, Gtu1�;C2 R - _ I a.65 Please print and 'gn a Title Telephone No. Date Ltrv0 �� QPU.CG� ScdwvY M�olel�i, Street Address City/Town State Zip \V W 1 61' 2i A S�" . t C. M A O 1 Municipal Inspector to fill out this section upon application approval: Name Date ,i Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where plicable No. Item Submitted Incomplete Not Required 1 Architectural '✓ 2 Foundation 4/ 3 Structural v 4 Fire Suppression V 5 Fire Alarm(may require repeaters) V 6 HVAC V 7 Electrical ✓ 8 Plumbing include local connections l/ 9 Gas Natural,Propane,Medical or other 10 Surveyed Site Plan(Utilities,Wetland,etc. 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existin Buildin Sury /Investi ation 16 Energy Conservation Report '✓' 17 - Architectural Access Review 521 CMR 18 - Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation :V 20 Other(Specify) 21 Other(Specify) 22 Other *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information <SEGEt2 P2��+irGi-- Name(Registrant) Telephone No. e-mail address Registration Number /V /J62 Ci iss�C� SA (.�rn M )k b�Q Discipline Expiration Date Street Addre City/Town State Zip Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Tie AeOOD f1NiQG ZZ.S- 7,547- 7 d .Ro�uez rl e«.c 0y Name(Registrant) Telephone No. e-mail address Registration Number Z ss jc-Ae5-E/fve asG f Af,4. l/ o Street Address i Town State zip Discipline Expiration Date Seger Architects, Inc. . 10 Derby Square Salem MA p:978-744-0208 E 978-744-0145 November 15, 2012 Michael Lutrzykowski City of Salem-Building Department 120 Washington Street,Salem, MA Re: Code review for Function Hall Renovations Basement Renovations-92-96 Lafayette Street,Salem; MA Ref: 2009 International Building Code w/MAState Amendments 8th Edition Floor Area Existing Basement Floor:4,204 GSF Proposed Floor Area: 2,956 NSF 303.1 Assembly Group A Proposed Use Group-Assembly A-2 (Function Hall) Scope of Work:The proposed renovations to an existing basement space located at 92-96 Lafayette Street for an A2 (Assembly Use)as a Function Hall.The renovations will include the installation of toilet rooms, a Servery, Storage Rooms, and Electrical Closet. Additional scope will include;floor refinishes, painting,and upgrades to stair system,"VAC,electrical,and fire protection systems.An existing sprinkler system will be modified by a licensed sprinkler contractor to meet code requirements.There is an existing HC Accessible elevator in place. Summary of Code Review:The renovations are to fully comply with the 2009 IBC requirements for egress, life safety,occupant load, and accessibility requirements as further calculated below.The building is fully sprinkled. The allowable occupancy load for the Function Hall use is 145 persons.The owner will provide post of occupancy for 100 persons. TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT Table 1004.1.2 Maximum Floor Area Allowances Per Occupant: Assembly without fixed seats: Concentrated (Chairs only—not fixed) 7 net Standing Space 5 net Unconcentrated (table and chairs) 15 net Business areas 100 gross Kitchen (Commercial ) 200 gross Accessory storage areas, mechanical equipment room 300 gross Note: See below for requirements of posting of occupant load. 1004.3 Posting of occupant load. Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit 92-96 Lafayette-Page 1 of 4 l Seger Architects, Inc. f 10 Derby Square Salem MA p:978-744-0208 f: 978-744-0145 access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. The approximate occupant load for the potential floor layouts calculated in accordance with 780 CMR . Table 1004.1.1 is as follows: TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT Floor Floor Area Per Occupant Floor Area Area Occupant (ftz) (fe/occupant) Load Basement Function Hall 1,844 15 net 123 Stage Area 340 15 net 22 Basement Total Occupancy= 145 Based on the occupant loads calculated above, the following minimum number of exits are required from each floor level: TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD OCCUPANT LOAD MINIMUM NUMBER OF EXITS (persons per story) (per story) 1-500 2 501-1,000 3 More than 1,000 4 The Existing Basement Space has two existing public exits and one service exit. Based on the required exits calculated above, no more than 500 Occupants are allowed. Exit Capacity(780 CMR Table 3005.1)with sprinkler system Occupant Exit Total Exit Capacity Provided Floor Load Allowance (persons) Status (in/person) Exterior Exit 34" door/0.15 = Pass 226 Rated corridor 1 126 0.2(Stair) Exit 0.15(Door 34"door/0.15 = Pass 226 Total Capacity=(226)per egress 'Only the egress capacity of the exits currently shown have been evaluated. 92-96 Lafayette-Page 2 of 4 Seger Architects, Inc. i 10 Derby Square Salem MA p:978-744-0208 f.978-744-0145 Means of egress doors must be provided with a clear width of at least 32 inches (780 CMR 1008.1.1). • Maximum exit access travel distance must be within 250 feet for Use Group A-2 for fully sprinkled buildings. • Maximum exit access travel distance must be within 250 feet for Use Group A-2 for fully sprinkled buildings. • Maximum dead end corridor length must be <20 feet or 2.5 times the least width of space(780 CMR 1016.3)for assembly spaces. The maximum dead end corridor length of Use Group 8 areas must be less than <50 feet or 2.5 times the least width of space. • All rooms or spaces with an occupant load greater than 50 people must be provided with two egress doors swinging in the direction of egress and illuminated exit signs at each exit(780 CMR Sections 1014.1, 1008.1.2, &1011.1). Chapter 7-Fire and Smoke Protection Features 713.1 Scope. The provisions of this section shall govern the materials and methods of construction used to protect through penetrations and membrane penetrations of horizontal assemblies and fire- resistance-rated wall assemblies. 713.4.1 Fire-resistance-rated assemblies. Penetrations of the fire-resistance-rated floor, floor/ceiling assembly or the ceiling membrane of a roof/ceiling assembly shall comply with Sections 713.4.1.1 through 713.4.1.4. Penetrations in horizontal smoke barriers shall also comply with 713.5 713.4.2.2 Penetrating items. Penetrating items that connect not more than two stories are permitted, provided that the annular space is filled with an approved material to resist the free passage of flame and the products of combustion. Accessibility 521 CMR: Massachusetts Architectural Access Board All areas open to the building residents or the general public are required to comply with the requirements of the Massachusetts Architectural Access Board(521 CMR). Under 521. Plumbing Fixtures 248 CMR:The Massachusetts State Plumbing Code The Massachusetts Plumbing Code (248 CMR) regulates the number of plumbing fixtures required throughout buildings. The minimum number of plumbing fixtures is established by 248 CMR 10.10(18) Table 1 based on the building use and the expected population as determined by the local Plumbing Inspector per 248 CMR 10.10 (18)(2). 92-96 Lafayette-Page 3 of 4 Seger Architects, Inc. 10 Derby Square Salem MA p:978-744-0208 f: 978-744-0145 The following analysis was completed using the expected population of the building based on the use of a function hall space with seating. The expected population can be used to determine the required number of fixtures with approval of the Plumbing Inspector. Water Closets HC Plumbing Fixture Male LavatoriesF ater Service Requirements Female Male Urinals Each Sexoset* Sinks Assembly-Function Hall Use Group A-2 (Function Hall, Restaurant) 1 per 1 per 50%" 1 per 200 120Total 50 100 Occupants 60F, 60M Required Fixtures 2 1 2 2 Provided Fixtures 2 1 3 3 Urinals may be substituted for toilets up to the percentage shown of the required number. * All toiletfixtures are HC accessible. �S.CF-NEDL`hiT. 30105 ARCHITECT—MASS. REG. NO. 5 C,RID C0.NSURIDfiE, y Seger Architects, Inc. MA ocr COMPANY g1NOF EFA'S 10 Derby Square,Salem, MA ADDRESS 978-744-0208 PHONE 92-96 Lafayette-Page 4 of 4