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32C-015 (10) BP-2023-0834 Qg/96 MAIN ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32C-015-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-0834 PERMISSION IS HEREBY GRANTED TO: Project# new apartment 2023 Contractor: License: Est. Cost: 54250 BRIAN FRANK 102740 Const.Class: Exp.Date: 08/03/2024 Use Group: Owner: GAL REALTY CO LLC Lot Size (sq.ft.) Zoning: CB Applicant: B.E. FRANK CONSTRUCTION LLC Applicant Address Phone: Insurance: 29 RIDGE RD (413)512-0822 WCC-500-502-704 ERVING, MA 01344 ISSUED ON: 07/13/2023 TO PERFORM THE FOLLOWING WORK: RENOVATE 2ND FLOOR OFFICE TO 3 BED APARTMENT POST THIS CARD SO IT IS VISIBLE FROM THE_STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 111( Fees Paid: $379.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner fri4-77/1- zip The Commonwealth of Ma achu4 * -2 31 Office of Public Safety and Ins tick . j/�� III' Massachusetts State Building Code 0 r, r:'? 1 Building Permit Application for any Building other th ne r Two-Family 1 1"',; _g r� (This Section For Official Use Only) Building Permit Number:c 3' d .3 y Date Applied: Building Official: SECTION 1:LOCATION 96/98 Main Street, Northampton, MA 01060 No.and Street City/Town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2 PROPOSED WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing Buildin Repair 0 Alteration 8( Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy ❑ Other 0 Specify: Are building plans and/or construction documents being supplied as part of permit application? Yes No 0 Is an Independent Structural Engineering Peer Reriew required? Yes 0 No'yi Brief Description of Proposed Work: (Le no Q _S 9 Floor Oc . �3 t 042dc oo,r apac�-w�t h•E /}t ke-4 rn c.di 14 ba-4-kAr ,c5WN . Ptet n s akteaeL,A Hrt CkRse i fS 1" Roof hodd c c 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) ql Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) L} L -1ZI Total Area(sq.ft.)and Total Height(ft.) 3 ' 3�E3 , SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub ❑ A-3 ❑ A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5❑ I: Institutional I-1 0 I-2❑ 1-3❑ I-4❑ M: Mercantile 0 R: Residential R-ID R-2 0 R-3❑ R-4 0 S: Storage S-1 0 S-2 0 U: Utility❑ Special Use 0 and please describe below: Special Use Description: M 1 X l Q SECTION 6 CONSTRUCTION TYPE(Check as applicable) IA El IB ❑ HA IIB ❑ MA CI IIIB ❑ IV 0 VA El VB SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal Trench Permit Debris Removal: Publi Check if outside Flood Zone 0 Indicate municipal A trench will not be Licensed Disposal Site re Private 0 or indentify Zone: or on site system 0 i permitmit 0 or trench or specify: is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable Is Structure within airport approach area? Is their review competed? or Consent to Build enclosed 0 Yes 0 or No Pk Yes 0 No SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: )J6 Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Name annd Address of Property Owner Gait �-�(A,l G- to IR>ct;�,�ry(0...5 0 Ctv-< <jo rat u A- O'L(Prtu Name(Print) No. d Street City/Town Zip Property Owner Contact Information: Mauro flm oJ,LO 413 -5b3- I _ - (Yla.�lroczn►egvta4te-h»,st I-c-a- Title Telephone No.(business) Telephone No. (c 1) e-mail address If applicable,the property owner hereby authorizes: 9.G, • FVt nk- tats#Wk4 ah R JI-e. toad C OI v - 4-iVk O134'f Name Street Address •ty/ own State Zip to apply for and act on the property owner's behalf,in all matters relative to work a thorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Jody Barker,AIA t t_I lI -n(P- 51�' 3o t p"�=�t 1441. �_ Name(Registrant) TTeele one N . e- ail address Registratiop Number 32 U)L nw b liecGnu- Ntt OlO(e . ha.ht r&s Street Address City/To State Zip Discipline Expiration Date 10.2 General Contractor 9) • • FjZAI k- (OviSkru...Ck(t-V\_ Company Name 1)Rc Y Fv (�S k 0 7:144d Name of Person Responsible for Construction License No. and Type if Applicable 041 i� act_Q. ri �tri ti kvxa NIO L 3'(4 Street Address v City/ wn State Zip 141,1-41 0 8 a)-- - - b.e.• E(e_caksivwck+ Q. \.c Telephone No.(business) 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 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Constructio Cost(from Item 6)_$ 1.Building di 9-00 Building Permit Fee Total Construction Cost (Insert here 2.Electrical $ 6 t o�Sa appro ' to municipal factor)=$ 7 3.Plumbing $ 5,f:5-0O 4.Mechanical (HVAC) $ Note:Minim fee=$ (contact municipality) ir 5.Mechanical (Other) $ 0 a Enclose check paya le to rby5 6.Total Cost $ G) 1 ZS� (contact municipality)and write check number here SECTION 13: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 application is true and accurate to the best of my knowledge and understanding. ej Ctat� i'V &4 IL _ l -612- os Z.2- Please p ' t d sign noe Title Telephone No. Date ZCIil- f's(V\ Hii" 10.e.via.46...ei...5106.. 814,4_1 ,,,, Street Address City/ wn State Zip Email Address Municipal Inspector to fill out this section upon application approval: ` t ` 7 3 3 Name l Da e City of Northampton Massachusetts <<G DEPARTMENT OF BUILDING INSPECTIONS yi 212 Main Street 40 Municipal Building J cat" N Northampton, MA 01060• CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: V ri kt lc( Q9,G\I nloC ` 23LI x 1!�- kt%� of r ev-ekeh 't4A The debris will be transported by: Name of Hauler: eVt4 -IL -It (,4A-skYlAC lc iA Signature of Applicant: Date: Z3 The Commonwealth of Massachusetts IrRiir kt Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 ,. www.mass.gor/dia 11 ut kers'(Compensation Insurance Abides it:BuildenK'ontractors/Electricianv/l'lutnbers. It)lit. FIL.I:U WITH f11F.PERNtiITING. l I lIORI Il. Applicant Information Please Print I_efiblh Name(liusutess Organization 1ndtstcltta11: „-i_ rl k C CinS L' IN Address: 2M City/State/Zip: Er 1't4 o l349 Phone#: 13 '-5 1 2 - U �� Are rim m k rr?t1relt the a. ..iriate hoc Type of project(required): :prim a employ as M ith ceptuy rs Stull and or part-time 1.• 7_ New construction 1:1 I am a sole pupnetur or pYrd>♦i,and hose nu employ cc.h urling for me m g_0 Remodeling any capacity.[Nu nutters'mow imumonc mooned" 91C Demolition30 I am a IWm rT eVMr &Mg all work myself.[Nu ismins.comp.nourm-e n uued.j 10 a Building addition i.Q I am a hunanownor and w ill be luring a roradun to eu.mhwt all Mwl on my property_ I w ill ensure that all evntr'atun either hose%uric&compematwn insurance or arc sod 11 a Electrical repairs or additions Minua employees. proprietors with 12_0 Plumbing repairs or additions 30 I am a mineral contractor and I hose hoed the wbcuntratun fisted on dye auailied sheer 13.0RWf repairs Then:sub-cuntratun lose emnpluyces and hose wwLrs'coop.insurance- 11.0 we a a cpo at min and its officers has a cxa dim right dight of exemplum p.v\t(iL c. 14.Q Other re w 132, 1141.and ne base nu cvgduyees.[Nu nodes•comp_insurance requued.I 'Any applicant that duocia boa at roust also fill out the section below shun ing then'w ue- as'compensation policy information. Ilornu'o ners Mho submit this affslasui unciaturg dry are doing all w url and dam hue outside contracture most submit a new atfidas it ialuarng soh •C'untratun that chcw-1 thu but must attached an akhtiunal shmxt shun mg the nine of die sub-contractors and state nheih.-r Of out darn:entities hasc employees_ It the sub-cuntractws lose employ on,they must prosaic their worker;comp.policy nu.nber. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job she information. Insurance Company Name: 4( Policy#or Self-ins.Lie.#: (.0 CC SZX) 5Z )7t1( - 2623 Pr Expiration Date: Si3) Job Site Address: b '-kez-tvI �� CirylstateiZip: L )t41 w (1q¢Gy1O h� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiralio,date). Failure to secure coverage as required under MGL c. 152,4125A is a criminal violation punishable by a tine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance overage verification. !do hereb y etif►ter the s and penalties of perjury that the inforarotion provided above is tretee and correct. Signature: ":5"--- L L� Date: (Q (1 5/•Z Phone x: 7� G i''; 1L e).•- Official use only. Do not write in this area,to be completed by city or town official ('itt or Town: l'ermit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.('ityffmtn Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Initial Construction Control Document * To be submitted with the building permit application by a 5 Registered Design Professional for work per the ninth edition of the '•�* Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Proposed Renovations to 96/98 Main Street Date: 12 June 2023 Property Address: 96/98 Main Street,Northampton,Massachusetts 01060 Project: Check (x) one or both as applicable: New construction X Existing Construction Project description: Conversion of an existing 2nd floor office space to be new apartment. I, Jody Barker, AIA, MA Registration Number: 50885, expiration date:August 2023, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningl: X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, 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. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be 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 is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Cons ocument'. , 9 o Enter in the space to the right a"wet" or `` 4.41 P h electronic signature and seal: .. 508.: ., tr S_1: Phone number: 617.216.5988 Email: jodybarker.aia@gmail.com y�c Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 O1 2018 Appendix 1 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.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 applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing(include local connections) 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 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review(521 CMR) 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *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. Registered Professional Contact Information 6 AL), i3ac k..�c A\ 011 R‘� s'�_ as iv. (.q�R c¢v 1dU(. s�ati 5- Name(Registrant) Telephone No. , e-mail address vViAkoLA' MIN 6041, ha—WILL. Registration Number Street Address City/Town State Zip Discipline Expiration Date 6 ticiA Favk -lry i- 4,.e• -,k s Fr-c r(41 gi loa-444 um Name(Registrant) Telephone No. e-mail address 1 Registration Number C.5 (91it-24 Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Please follow this link for construction control forms to be used by Registered Design Professionals. AC�l! DATE(MM/DD/YYYY) �.. CERTIFICATE OF LIABILITY INSURANCE 06/15/23 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CON FACT NAME: Jordan Bryant Gilmore&Farrell Insurance AgPHONE 413-772-0251 FAx : (A/C,No): 413-772-2338 (A/C,No,Ext) PO Box 950 E-MAIL ADDRESS: jbryant@gilmoreandfarrell.com 525 Bernardston Road Greenfield,MA 01302 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Utica First Insurance Company INSURED INSURER B: Safety Indemnity Ins Co Brian Frank INSURER c: AIM Mutual Insurance Companies BE Frank Construction,LLC INSURER D: 43 Ridge Rd Erving,MA 01344 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO REN fED 50,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5,000 A ART3000227560 05/27/23 05/27/24 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY I jE: LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ 250,000 B OWNED X SCHEDULED AUTOS ONLY AUTOS 5906812 01/07/23 01/07/24 BODILY INJURY(Per accident) $ 500,000 HIRED NON-OWNED PROPERTY DAMAGE $ 250,000 AUTOS ONLY _ AUTOS ONLY (Per accident) UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N 100,000 ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ C OFFICER/MEMBER EXCLUDED? N/A WCC-500-5027011-2023A 05/03/23 05/03/24 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Northampton 210 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE &I n,UG M) ©1988-2015 ACORD CORPORATION. All rights reserved. • ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD BUILDING CODE WORKSHEET 98 Main Street, 2nd Floor,Northampton,MA June 12,2023 Building Code Review—Performance Compliance Method (IEBC 2015 Chapter 14) Prepared by Jody Barker,AIA I Architecture&Design, LLC ,QED ARcti, 32 Willow Street, Florence, MA Y�, c'`� P. 8. , rc mobile: 617-216-5988r e-mail:jodybarker.aia@gmail.com w5oeO6 a i- $uilding Summary ,. , "Amo I CIF, `, = ; w...= Existing building use=Mixed use groups • 1' floor&basement/lower level—A-2 (Restaurant,most recent use) • 2"d floor—B (professional office) • 3`d floor—R-3 (apartment) Proposed building use=Mixed use group • 1' floor&basement/lower level—to be determined by future tenant(A, B or M) • 2nd floor—R-3 (apartment) • 3`d floor—R-3 (apartment) Year Built=circa 1900 Building construction=3B (unprotected masonry walls w/timber& steel framed floor system) Existing building area= approximately 4,421 SF gross square footage ± 612 SF sub-basement ±1,370 SF basement/lower level ±1,230 SF 1" floor/grade level retail ±1,306 SF 2"d floor ±1,003 SF 3`d floor Existing building height, feet=±38' Existing building height, stories=3 Completely suppressed=no Corridor wall ratings= 1-hr Compartmentation= 1-hr rating between tenants Fire-resistance rating at vertical opening enclosures= 0-hr to less than 1-hr as currently constructed Type of HVAC= • Forced hot-air/AC serves 1'floor retail spaces only. • Shared forced hot-air/AC at proposed residential floors. Automatic fire detection=yes (to be installed under separate contract by Owner) Smoke Control=no Exit routes=direct access to exterior fromist floor retail. 2"d and 3`d floor apartments have accessed to shared 1-hr rated corridor and stairs at building front to grade/street level and existing fire escape at building rear. Dead Ends=no Performance Compliance Review for 98 Main St.,2'floor,Northampton,MA 1 of 10 BUILDING CODE WORKSHEET 98 Main Street,2nd Floor,Northampton, MA June 12, 2023 Maximum travel distance=approximately 48' in apartments, 75' in retail. Elevator=no Means of egress emergency lighting=yes Mixed occupancies=yes(1'floor retail,2nd&3`d floor apartments) Standpipes=none Incidental use=none Performance Compliance Review for 98 Main St.,2°d floor,Northampton,M.k 2 of 10 BUILDING CODE WORKSHEET 98 Main Street,2' Floor,Northampton,MA June 12, 2023 CALCULATIONS FOR WORKSHEET IEBC 1401.6.1 - Building Height Building height formula: Height value,feet ((AH-EBH)/12.5)x CF Height value, stories (AS-EBS)x CF AH=allowable height in feet(Section 504 of IBC) EBH=existing building height in feet AS=allowable height in stories(Section 504 IBC) EBS=existing building height in stories CF= 1, if(AH—EBH)is positive CF=construction-type factor shown in IBEC table 1401. .6(2)if(AH-EBH) is negative AH=55'(type 3B,no sprinklers,table 504.3,R-3 use) AS=4 (type 3B,no sprinklers,table 504.4,R-3 use) EBH=39 EBS=3 AH-EBH= 55-39= 16 Number is positive, so CF= 1 Height value,feet: (55-39)/12.5)x 1 = 1.28 Height value, stories: (5-3)x1 =2 1.28 < 2,therefore building height calculation is 1.28 Performance Compliance Review for 98 Main St.,2'floor,Northampton, 3 of 10 BUILDING CODE WORKSHEET 98 Main Street,2°"Floor,Northampton,MA June 12, 2023 IEBC 1401.6.2 -Building Area Allowable area formula(1EBC 1401.6.2.1): AB=A +(NS Xif) A8=Allowable area per story, SF (IBC 506) At=tabular allowable area factor—NS, S 1 S 13R or SM( C 506) NS =tabular allowable area factor for no sprinklers per C 506.2 Factored regardless of whether the building is spri eyed or not If=area factor increase due to frontage per IBC 506.3 Frontage Calculation,If: • 96-98 Main Street has frontage/building ac ess on two (2) sides: o Main Street, front,approximately 18'6" o Armory Street parking lot,rear, approx. ately 18'6" • The building is approximately 75'deep. • The building front is±8' off the street(sidewalk)and open to the street. • The rear of the building is±5'of sidewalk anjl open to the parking lot beyond. • The building is a"row building"part of the isting downtown fabric with similar structures directly to the building left and right. If=[F/P-0.25]W/30 F=building perimeter that fronts on a publid way or open space in feet P=perimeter of the entire building in feet W=width of the public way or open space Where the value of W is greater than 30', a value f 30' shall be used in calculating the building area increase based on frontage reg dless of the actual width.All widths are greater than 30',therefore W=30 F= 18.5 + 18.5 =37 P= 18.5 + 18.5 +75 + 75 = 150 W=30 If=[F/P-0.25]W/30 If=[37/150-0.25]30/30 If=[0.25-0.25]30/30 If=[0]30/30 If ::1/30 Performance Compliance Review for 98 Main St.,2nd floor,Northampton, 4 of 10 BUILDING CODE WORKSHEET 98 Main Street,2°d Floor,Northampton,MA June 12, 2023 1 If=0 (no increase) A,(table 506.2)= R-3 use: unlimited;M use(1 B`floor,retail):12,500;A-3 use(1'floor, restaurant): 9,500. USE 9,500 AS MOST RESTRICTIVE ALLOWANCE. Allowable area calculation(IEBC 1401.6.2.1): Aa=A,+(NS Xlf) Aa=9500+(9500 X 0) A =9500+0 a Aa=9,500 SF per floor Allowable area(Aa)calculation,mixed occupancy,multiple sto building calculation(IBC 506.2.4): Aa= [At+(NS X lf)] to be evalutated on a per flo r basis 2°d&3`d floor have"unlimited"area permitted in table 506.2 1 s`floor has most restrictive possible limit f 9,500 SF in table 506.2 Aa= [9500+(9500 X 0)] Aa= [9500+0] Aa=9,500 Area formula(IEBC 1401.6.2.2) Area Value. =(Allowable Area./ 1200 SF)(1-(Actual Ar /Allowable Area)) ± 612 SF sub-basement ±1,370 SF basement/lower level ±1,230 SF 1"floor/grade level retail ±1,306 SF 2°d floor ±1,003 SF 3rd floor ±5,521 SF TOTAL Area Value,=(Allowable Area,/ 1200 SF)(1-(Actual Area,/Allowable Area)) Area Value,=(9500/ 1200 SF)(1-(5521 /9500)) Area Value,=(7.92)(1-0.58) Area Value,=(7.92)(0.42) Area Value. =3.33 Performance Compliance Review for 98 Main St.,2nd floor,Northampton,MA 5 of 10 BUILDING CODE WORKSHEET 98 Main Street,21"1 Floor,Northampton,MA June 12, 2023 Maximum value permitted is 50%of the mandatory fire safety score (MFS) from table 1401.8 MFS for R occupancy=21 (most restrictive use group) 50%of MFS/R= 10.5 3.33<10.5 Building area therefore is 3.33 IEBC 1401.6.3-Compartmentation • There is an existing 1-hr separation between tenan at floors, corridors, and stairs. • Tenant floors range between±1,000 SF and±1,37 SF • Table 1401.6.3,A-3 use: compartment size of 2,5 0 SF= 18 • Table 1401.6.3,R use: compartment size of 2,500 SF=22 • 18<22, USE 18 IEBC 1401.6.4 -Tenant& Dwelling Unit Separations • Walls between residential tenant spaces and the egress stir/corridor are constructed with 5/8" sheet rock on wood studs — 1-hr rated. • The ceilings between tenant spaces are 5/8"sheet rock o wood joists and 3/4"plaster&lathe on wood joists— 1-hr rated. • Tenant&dwelling separation determined to be category`C"from table 1401.6.4 &section 1401.6.4.1 "Categories" • Separation value for R-use and for A-3 (restaurant use, 1 , floor) is 0 for category C. IEBC 1401.6.5-Corridor Walls • The 1"floor retail has its own entry and egress directly t grade. • The 2°d and 3'd floor apartments share an egress corridor d stair to grade at the building front. • The 2°d and 3`d floor apartments share access to an existin fire escape at the building rear. • Tenant&dwelling separation determined to be category `C"from table 1401.6.5 & section 1401.6.5.1 "Categories" • Corridor walls value is 0 for R-use, category"C" IEBC 1401.6.6-Vertical Openings • There is one(1) stairway&corridor connecting the 2°d . id 3rd floor apartments to grade at the front. The stairway and corridor are protected with 1-hr ted enclosures. • There is an existing exhaust hood from the first floor ten. i t space through the 2°d&3111 floor tenants that is presently not enclosed. It will be protected with a new 1-hr shaft wall as part of this renovation. • Assume a protection value(PV)of"1 to less than 2 ho from table 1401.6.6(1)in IEBC: 1 Performance Compliance Review for 98 Main St.,2'floor,Northampton, • 6 of 10 BUILDING CODE WORKSHEET 98 Main Street,2nd Floor,Northampton,MA June 12, 2023 • Vertical opening formula: VO =PV x CF where PV is the"protection value"(above) and CF is "construction-type factor" from IEBC table 1401.6.6(2). o PV= 1 o CF=3.5 (construction type 3B) o VO= 1x3.5 =3.5 IEBC 1401.6.7 -HVAC Systems • The 15t floor retail tenant has its own, separate HVAC sys em. • The 2'and 3'd floor residential apartments share a single orced air HVAC system. • New fire dampers will be installed between rated floors a duct penetrations for both HVAC and bathroom exhaust to improve fire separation between uni . • IEBC 1401.6.7.1 HVAC Category"D" : 0 IEBC 1401.6.8 -Automatic Fire Detection • A new, interconnected smoke, CO,& fire detection syste will be installed in the building on all floors under separate contract. • IEBC table 1401.6.8 Automatic Fire Detection Values, category"E"for R-and A-3 use groups: 6 IEBC 1401.6.9-Fire Alarm Systems • A new, interconnected fire detection&alarm system will be installed in the building under separate contract. • Fire Alarm Systems evaluation,IEBC table 1401.6.9, cat gory"C"for R-and A-3 use: 0 IEBC 1401.6.10- Smoke Control • There are operable windows and/or doors in all three(3)units. • The 2nd&3'd floor apartments share access to an egress corridor and stairs directly to grade. o There are no operable windows or pressurization in s's stair hall,but there is an operable exterior door with direct access to the exterior. • There is no sprinkler system installed in the building. • IEBC table 1401.6.10 Smoke Control Values,category` • "for R-and A-3 use: 0 IEBC 1401.6.11 -Means of Egress capacity& number • Each dwelling unit has two(2)means of egress to meet I,e minimum required number. • Door capacity exceeds the required measurements for all each apartments. Performance Compliance Review for 98 Main St.,2°d floor,Northampton, • 7 of 10 BUILDING CODE WORKSHEET 98 Main Street,2"Floor,Northampton,MA June 12, 2023 • IEBC table 1401.6.11 Means of Egress Values category"C" for R-use: 0 IEBC 1401.6.12 - Dead Ends • There are no dead end corridors in the structure. • IEBC table 1401.6.12 Dead End Values,category"C"for R-use: 2 IEBC 1401.6.13-Maximum exit access travel distance • Formula: O Points=20 x((max. allowable distance—actual dista ce)/max. allowable distance) • Table IBC 1017.2 Exist Access Travel Distance—R-use: 00'max.,unsprinldered. • Travel distance, existing: o The longest travel distance in the 2"& 3'floor ap ents is approximately 48'. • Travel distance formula: o 20 x((200'-48')/200') o 20 x(152'/200') o 20x0.63 = 15.2 IEBC 1401.6.14-Elevator Control • IEBC 1401.6.14 Elevator Control assumes all buildings over 1-story height should have an elevator installed. • The floor to floor distance is less than 25'in height. • From IEBC table 1401.6.14 Elevator Control Values: les than 25'travel,category"A"=-2 IEBC 1401.6.15-Means of egress emergency lighting • There are no sprinklers installed with the building. • Because there are no sprinklers, emergency lights would e required. • Combination battery backed exit/emergency lights are ' tailed the shared stair&corridor for the 2d and 3'd floor apartments to bring to IEBC table 1401.6.15 Means-of-Egress Emergency Lighting Values,minimum of one exit level"C"category—1 points. IEBC 1401.6.16-Mixed Occupancies • The building has two(2)occupancies— 1"floor retail(A,M,B—tbd)&2nd and 3'floor R-3 apartment. • From table ICB 508.4"required separation of occupanci (hours): O R and A(most restrictive),non-sprinklered=2hr Performance Compliance Review for 98 Main St.,2"d floor,Northampton,M 8 of 10 BUILDING CODE WORKSHEET 98 Main Street,2•d Floor,Northampton,MA June 12, 2023 o R and R, non-sprinidered=none o 1-hr rating is provided between 1"floor retail and 2°d oor apartment. o Add one(1) layer 5/8"type-X gypsum wall board to a ceiling at the 1st floor retail to increase fire separation to 2-hr to be in compliance. • Table 1401.6.16= 0 points IEBC 1401.6.17-Automatic Sprinklers • Sprinklers are required for R-use (IBC 903.2.8) • Sprinklers are not installed in the building • IEBC Table 1401.6.17 Sprinkler System Values,R-use,category"A"- -6 IEBC 1401.6.18-Standpipes • The height of the lowest(basement)and highest(attic) floor level to be accessed by the Fire Department is less than 30'. • Standpipes are not required per IBC 905.3.1 • IEBC table 1401.6.18 Standpipe System Values,R-use, c tegory"B"- 0 points IEBC 1401.6.19-Incidental Uses • There are no incidental uses within the building. • 0 points IEBC 1401.6.20- Smoke compartmentalization • No credit can be awarded for smoke compartmentalizatio per IEBC table 1401.6.20 Smoke Compartmentalization Values for a R-use or A-use struc e. • 0 points IEBC 1401.6.21 - Patient Ability,concentration & attendant to patient ratio • EBC section 1401.6.21 does not apply to this evaluation. Performance Compliance Review for 98 Main St.,2°d floor,Northampton,MA 9 of 10 BUILDING CODE WORKSHEET 98 Main Street,2'Floor,Northampton,MA June 12, 2023 Safety Score Calculations, existing • See attached spread sheet#1 for entries. • Mandatory Safety Scores(IEBC table 1401.8) O Fire Safety(MFS), R-use: 21,A-3 use: 22— USE 22 o Means of Egress (MME),R-use: 38,A-3 use: 33 — USE 38 • General Safety(MGS),R-use: 38, A-3 use: 33 — USE 38 • Results, spreadsheet#1 o FS=24.11 O ME=45.31 o GS= 32.31 • Formulas: o FS-MFS>0: 24.11 —21 =2.11 pass o ME-MME>0: 45.21 -38=7.31 pass o GS-MGS>0: 43.21-38=4.31 pass Performance Compliance Review for 98 Main St.,2'floor,Northampton, 10 of 10 Table 1401.7—Summary Sheet Building Code (IEBC 2015) Spreadsheet#1 —96-98 Main Street, Northampton, MA Prepared by Jody Barker, AIAI Architecture & Design, LLC, Florence, MA Fire Safety Means of General Safety Parameters (FS) Egress (ME) Safety (GS) 1401.6.1 Building Height 1.28 1.28 1.28 1401.6.2 Building Area 3.33 3.33 3.33 1401.6.3 Compartmentation 18 18 18 1401.6.4 Tenant & Dwelling Unit Separations 0 0 0 1401.6.5 Corridor Walls 0 b 0 1401.6.6 Vertical Openings 3.5 3.5 3.5 1401.6.7 HVAC Systems 0 0 0 1401.6.8 Automatic Fire Detection 6 6 6 1401.6.9 Fire Alarm System 0 0 0 1401.6.10 Smoke Control N/A 0 0 1401.6.11 Means of Egress N/A 0 0 1401.6.12 Dead Ends N/A 2 2 1401.6.13 Maximum Exit Travel Distance N/A 15.2 15.2 1401.6.14 Elevator Control -2 -2 -2 1401.6.15 Means of Egress Emergency Lighting N/A 1 1 1401.6.16 Mixed Occupancies 0 0 0 1401.6.17 Automatic Sprinklers -6 -3 -6 1401.6.18 Standpipes 0 b 0 1401.6.19 Incidental Uses 0 0 0 1401.6.20 Smoke Compartmentation 0 0 0 1401.6.21.1 Patient Ability for Self-Preservation N/A N/A N/A 1401.6.21.2 Patient Concentration N/A N/A N/A 1401.6.21.3 Attendant-to-Patient Ratio N/A N/A N/A Building Score—total value 24.11 45.31 42.31 Evaluation formulas: MFS for multi-use (R2 = 21, A3 = 22) 22 MME for multi-use (R2 =38, A3 = 33) 38 MGS for multi-use (R2 =38, A3 = 33) 38 FS-MFS > 0 24.11 22 2.11 pass ME-MME > 0 45.31 38 7.31 pass GS-MGS > 0 42.31 38 4.31 pass HORN/STROBE WIRINGj #14 PAI�PIR�R nai. P.0 rHu r..• NP-aoo NH-not &EDE + ----_------_—_-_TUDID IIK8 -am NR••O P... P.a, SECOND FLOOR �I ..vsc BEACON • +IY .: '°�, ° N-ANN-8o ANNUNCIATORt6 wN NEo-.aue owes NP so — • PAIR .4 PAIR - - A FIRST FLOOR ill Kl=Mil-LW N;21 ' E"Emma ., ' - = ' . ' 14 VI. 4 L 1 II • LOWER LEVEL -- -- --—--— O ' IPOTS-COM -----— o NFW-iooX o - a4 N.;......,-A. is .I)apa� t ----- -- -- -- BASEMENT • !Q •l 1 El ( S SLC-#14 TWISTED NON-SHIELDED PAIR III B( -) EEEE ( n z�. ,,, 11 �. ___six DI • .n O ... • TWO PHONE LINES RUN nu sec FROM PHONE C.O. with. PHONE LINES MAYBE RETURNED E HOUSE �i �.,4� 2- �nI tl�IIR , rFOR USi gal[ *0 ° 5 o eii� °E.YI• ....a 00 Ra`F. WIRING SLC-#14 TWISTED NON-SHIELDED PAIR ANNUNCIATOR DATA 2#16 T/S PAIR BATTERY BATTERY HORN/SIROBEATOR 1 R4 PAIRPOWER HORN/STROBE WIRING#14 PAIR 12V @ 7 AH 12V @ 7 AH 11198 MAIN STNORTHAMPTON .szaa Alarms PANEL MOUNTING HEIGHT 5'6"OR 66"A.F.F. Z Fri slsm!Aa6,r 0/09s i9-51J-9090l—"EL ""` 6/.•/.0a3 Iw.a....jRRNIINMIHHVIEN.IM1 1=1011 II II'Immillfi' 1 o 1 W - p _ ii .A ® ® g II mi., , • SECOND FLOOR THIRD FLOOR -rm. 7_______, 4 1-f\--CiTio ... t-- ID ad ( M ...—, ,--., n___EL-, LOWER LEVEL FIRST FLOOR FIRE ALARM SYSTEM LEGEND ® F E$ARM VCW PAN. ® MEN flN aETEE..NEL ® u.DTE.D.xa.TOR o e o 0 WOSDUECTOF O PEAT DETECTOR ° DO ® DUCT Pia.DnEcron • O 0 0 ® coEa.w0ov0E DnEC'oo En woo.NAL mom o ® A....:...E uOrnTOR wDUEE ® ERE AN MORN MOW WALL OC 8 FRE SUB-BASEMENT 0 FRE NAMOTRPEONL CI.. ® g› WEL-DESIGN ALARMS 1 8 ENGINEERED FIRE,SOUND&SECURITY SYSTEMS 141,4 AE 2WestonSt,Wihrahn MAoio95 D 413-543-9090 DATE:6/2o/2023 LIC:758-C Stair access to Stair access to Add one(1)layer 5/8"type-X 1st floor tenant, 2nd&3rd floor GWB at ceiling of 1st floor tenant lower level tenants to achieve Code req'd.2-hr rating between retail use&2nd floor �x> residential use. DN / - UP • LT Iiii. Add one(1)layer 5/8"type-X D< t- ,,_ -i$ GWB to underside of stairs 1 going up to 2nd floor. — o \` I. a 1 F a°, }� ----„Io 5,-- I - emm w 3 F oast 1 + I 1 A1 .0 Proposed renovations -- 1st floor tenant ceiling Scale: 1/8" = 1-0" 0 5 10 15 20 FT 1-1_i—Ll 1 I I REVISIONS--July 12,2023 FOR PERMIT--June 12,2023 Proposed Renovations to JODY BAR KER.A.I.A. I Architecture + Design, LLC 32 Willow Street cell 617 216.5988 96/98 MAIN STREET Florence.Massachusetts01062 c.,d yberkerela®grne"com Northampton, Massachusetts 4 1 2" 5'-0" New 36"x80"door,45min rated Stair access to door&frame.Lever type 3rd flr. hardware.Door closer. J -- o\ ;clothes NdAee_ I \ � hell®%• `. ON UP El y�• new Ili. ul 3o"xeo" Livin Room zl" _-k TBedroom#3 n - x Stair Hall 1/2'-6" ,T-0�v hull 4 exist ea" r— Bedroom#2 N-11°1 1 ,i2 3'-10" / Kitchenette&Dining ¢ T I H J m Note:coordinate '11111 �_ Bedroom#10 -�' o final kitchen layout ,, v �• >v.rl°r".�e mat " Y (Suite) .."° �� Storage m (above) "" 3" Bath l with cabinet vendor �� i �� — �1�� �, '� 1 a___________ 1p v r L Mech.Rm. I a P __00 O fir/ ..—new 30"x80"door , I P 1 ) . \ "� Existing,relocated Rev 1- 2'-6 1/2" glass panel Install new fire dampers - II 7/12/23 at ductwork between 2nd floor&3rd floor (fumace serves both floors) New 1-hr.enclosure at 1st floor tenant kitchen exhaust. Fire seal penetration at floor& ceiling. A1 .1 Proposed 2nd Floor Apartment Renovation Scale: 1/8" = 1'-0" 0 5 10 15 20 FT rtrtn l REVISIONS--July 12,2023 FOR PERMIT--June 12,2023 Proposed Renovations to JODY BARKER,A.1.A. I Architecture + Design,LLC 96/98 MAIN STREET32"' �se1 cel617316.69e6 Florence,IMsuechwett°07064 r.pgORMeraleOp+ulLmm Northampton, Massachusetts =" . e w .�° :.. M°" a.. Soffit @±8'0"AFF—demo existing partition to underside of ductwork&trim,approximately 8'0"above floor. Fire pull station--coordinate location w/Alarm company. Remove suspended ceiling tiles at shaded area.Install 5/8" Horn/strobe tied into building Type-X GWB at underside of system--coordinate w/Alarm joists above for fire separation. Company Re-install ceiling tiles. Stair access to 3rd flr. Living Room o OF I Existing tin ceiling w/ T ,,,r CI m 1 3/4"plaster above to \ I remain Bedroom#3 ® 0 lit '` Stair Hall ¢ I T Bedroom#2 71 i 8 Existing tin ceiling w/ F 3/4"plaster above to • Kitchenette&Dining ---iy —e- remain 't = , Existing tin ceiling w/ Bedroom#1 —J e..,.:eet TI 3/4"plaster above to ° (Suite) ..� l 1°;I •"""' Bath remain ® _ Storage c` ) —�' 1 4 n 2 cri� I r.L. Mech.Rm. Ipj�Al � Ili 4 i. YY ft 1 GENERAL NOTE:Existing light switching,lighting&outlets to remain.Add additional devices as required by Code and/or directed by Install new fire dampers Owner. at ductwork between 2nd floor&3rd floor (furnace serves both floors) CAl2 Proposed 2nd Floor Apartment Ceiling Plan Scale. 1/8" = 1 -0 0 5 10 15 20 FT 1—U—U5 I REVISIONS--July 12,2023 FOR PERMIT--June 12,2023 Proposed Renovations to JODY BARKER,A.I.A. I Architecture + Design,LLC 32 96/98 MAIN STREET noMneowsu".r oele17.21eee99 Ronnoe,Msueuual4 0106I e:J"EyErker.ebe(melltom Northampton, Massachusetts ,,J« , •e-� ""•be dabRa • Demo wall.Salvage door& return to owner for future use.Salvage glass panel for re-use in apartment at Demo wall.Salvage door& front(street)side. return to owner for future use. Stair access to 3rd flr. L. Treatment DN UP 4, Office Room , r-- Demo wall for— e V.\ jf2-g 1, new egress 4 \\` II Stair Hall door Office exist �ZZ -7—T ._r.. \ Retail/Reception Demo door& *r � 7— �� frame 1 '$ 21, Office y r.,ace I exist err filter Bath r i :slem Storage Exist tstfloor (...- 1. —1— Mech.Rm. tenant kitchen t J exhaust ( �. door. Remove suspended the Demo existing Demo wall as req'd ceiling in shaded area as Prep opening&wall as for installation of / required to install new required for new new door& Rev. 1-- 5/8"type-X GWB at floor bathroom door. relocated glass 7/12/23 joists above for 1-hr panel separation between Demo existing sink. tenants.Salvage re install ceiling system. em. / D1 .1 2nd Floor Demo Plan Scale: 1/8" = 1,-0" 0 5 10 15 20 FT REVISIONS--July 12,2023 t I FOR PERMIT--June 12,2023 Proposed Renovations to JODY BARKER,A.I.A. I Architecture+ Design, LLC 617.216.5986 96/98 MAIN STREET 3YWIIe. esee ce.eieOmellcom Flounce,Mwtechuetb 01062 e:foey0erker.elMjmell.00m Northampton, Massachusetts „s.".byJ.WEN""""'"" ..LLC le"'""'°"`""""""° "'I"""•°. " 11.M I.0 .Ir nM n c o.mw.1....i.w.wr..1.w....11/...Ir.ual W,.n.Nn.