Loading...
6,8,10 UNION ST - BUILDING INSPECTION C1.n, OI" S.1] ,I-., h/ ��•: 4�. r=' � �oJ' d9 FIL-131 .IC PROPI �.IZ'i�� ow G APPLICATION FOR PLAN EXAMINATION AND BUILDING PERMIT- BUILDINGS EXCEPT ONE AND 2 FAMILY DWELLINGS IMPORTANT: Applicants must complete all items on this page , SITE INFORMATION Location Name (/fy 4,94 s/• Building Property Address Located in: Conservation Area Y/N t Historic district ,4/> Ile '41 APPLICATION DATE 2� 3 O S '" r t Ito Use Groups (check one) Group Humes R3 124 Residential (3 or more Units) R2 Type of improvement Residential (hotel/motel) RI _ (check one) Assembly (Theaters) Al New Building_ Assembly (restaurants & clubs) A2r_A2nc Addition Assembly (churches) Al Alteration Business B_ Repair/ Replacement OIL_ Educational E_ Demolition_ Factory (modera(e hazard) 171 Move/Relocate Factory(low hazard) F2— Foundation Only High Hazard H_ Accessory Building Institutional (residential care) 11 _ Institutional (incapacitated) 12_ Institutional (restrained) 13 Mercantile D1 _ _ , 147 Storage S1 _Mader:is Hazed Storage S2 _Lo%% I l:v;ud t. (M NI•:RSI IIP [\FORMA"17ON(Please type or Print Clearly) OWNER Name G; ✓ , r f GLC - / sue. �ef� ! %ley �'�l%t$ `lld -JoZ 25'ycf Address `// F4.r .70. 4 s7l. S',/c H9e.yis7> Telephone 97 -902 - zs`f Signature :c C C. DESCRIPTION OF k%ORK'1'0 BE PERFORMED `!-/rcc / 4, 2� 3 o✓1�,� 3©D OOP /D Uv11 Es I \I:\I'ED CONS'I'RL'CTION COST s y N A CON I RAC I Olt INI.ORAIA I ION n Name ,address I'-� Xl J) Telephone Construction Supervisor's Lic # 9 7,?1 Home Improvement Contractor # .%ItC'111'I'EC'I'QSNGINF;ER INF'ORAIA'I'ION Name /27f Address`pDL �mn%ss CCnP Bei �ssc Telephone 971r 578 - s7V&' Mass. Registration # __'Zoo_3_6�. _ PERINIIT FEE CALCULATION Estimated Cost x $11/$1,000 + $5.000 2,JOJ �- COAIAIENTS The tutndersigned applicant does he by attest that all information stated above is trite to the best of my knoivletlge under the penalties of perjury Signed r. (owner) (agent) APPROVED BY : DATE APPROVED: d Fm:DMS design, He To:Salem Building Department(19787409846) 10:1812131108GMT-05 Pg 01-02 100 Cummings Center,Suite 424G DMS design, fic Beverly,MA 01915 Tel 978 578 5748 Architectural Design Services Fa 664s 251 Qame dmsdesign.co FAX TRANSMITTAL December 31,2008 To: City of Salem Building Department, Attn: Tom McGrath From: Daniel M. Skolski, AIA Pages: 2 including cover 11i Tom, Attached is the REScheck report for 6, 8, 1.0 Union Street. The areas are broken down as follows: Ceiling 1: This is the flat roof area over the back stairway, we are not removing the plaster so we are taking the exemption. Ceiling 2: This is the hipped roof over the building, we are filling the cavity with foam insulation. Skylight 1: This is the area of all the new skylights. Wall 1: This is the combined area for the walls of the back stair. We are not removing the plaster so we are taking the exemption. Window 1: This is the combined area for all of the new replacement windows. All windows on this project are being replaced. Wall 2: This is the area of the front masonry wall of the building(3 wythes of brick) minus the area for the windows and the wall area where the brick is only 1 wythe wide. Wall 3: This is the area of the front masonry wall (1 wythe of brick) minus the area for the windows. This assumes we will build a wood stud wall in front of the brick and fill the cavity with foam insulation. Wall 4: This is the area of the left masonry wall of the building(3 wythes of brick)minus the area for the windows and the wall area where the brick is only 1 wythe wide. Wall 5: This is the area of the left masonry wall(1 wythe of brick) minus the area for the windows. This assumes we will build a wood stud wall in front of the brick and fill the cavity with foam insulation. Wall 6: This is the area of the rear masonry wall of the building(3 wythes of brick)minus the area for the windows and the wall area where the brick is only 1 wythe wide. Wall 7: This is the area of the rear masonry wall (1 wythe of brick) minus the area for the windows. This assumes we will build a wood stud wall in front of the brick and fill the cavity with foam insulation. F;1n:DMS design,Ile To:Salem Building Department(19787409846) 10:18 12131108GMT-05 Pg 02-02 REScheck Software Version 4.2.0 Compliance Certificate Project Title: 6, 8, 10 Union Street Renovation Energy Code: 20081ECC Location: Salem,Massachusetts Construction Type: Multifamily - Project Type: Alteration Heating Degree Days: 6268 Climate Zone: $ Construction Site: Owner/Agent: Designer/Contradar. 6,6.10 Union Street Jeff Hokoran Daniel M.Skolsid,AIA Salem,MA 01970 DMS design,Be 100 Cummings Center Suite 424G Beverly,MA 01915 97"78-5748 daniellMmsdesign.com Compliance:165.8%Worse Than Code Maximum UA:60D Your LML,1596 Gross Cavity Cont Assembly Area • Door Perimeter 1-1-Factor Ceiling 1:Flat Calling or Scissor Truss Exemption:Framing cavity not exposed. Ceiling 2:Cathedral Ceiling(no attic) — — _ — _ Exemption:Framing cavity filled with Insulation. Skylight 1:Wood Frame:Single Pane 90 0.500 45 Wall 1:Wood Frame,16'o.c. — Exemption:Framing cavity not exposed. Window 1:Vinyl Frame:Doubte Pane with Low-E 752 0.350 263 Wall 2:Solid Concrete or Masonry:No Insulation 1486 495 Wall 3:Wood Frame,16'o.c. 533 36.0 O.D 24 Wall 4:Solid Concrete or Masonry.No insulation 1159 386 Well&Wood Frame,16'o.c. 73 36.0 0.0 3 Wall 6:Solid Concrete or Masonry-.No insulation - 1088 362 Wall 7:Wood Frame, 16'o.c. 400 36.0 0.0 16 Baler 1:Omer(Except Gas-Fred Steam)80 AFUE Baler 2:Other(Except Gas-Fred Steam)80 AFUE Boiler 3:other(Except Gas-Fired Steam)80 AFUE Furnace 1:Forced Hot Air 78 AFUE Furnace 2:Forced Hot Air 78 AFUE Furnace 3:Forced Hot Air 78 AFUE Furnace 4:Forced Hot Air 78 AFUE Furnace 5:Forced Hot Air 78 AFUE Furnace 6:Forced Hot Air 78 AFUE Project Title:6 8, 10 Union Street Renovation 4� Report date: 12/18108 Data filename:C:1DMS DesignlHolloran Union Streeh06-CDs16,8, 10 Union Street REScheck.rck Page 1 of 1 ,.% CITY OF SALEM � ` PUBLIC PROPRERTY DEPARTMENT ,t\lit. N'1 Y �Mhl t'I I 1 L: fr.l. 778.713-'t5'r5 • f,x 974.74C 1346 Workers' Cumpensation Insurance %fridaxit: Builders/Contractors/Electricians/Plumbers oucant Information // Pleaarie Print Lenibly Name lllu.nte,yl)rpanrralinNlndlvduoll: - (/4'Jq .S`r• LGC• 1 dd rdss: C.i1y.Stata:.%ip' S 5ile, 4 19/970 Phone: fl- 9 7i "o 2 - 7-51 .%rc y nu an employer:' Check the appropriate bus: type of project(required): 1.❑ I :um a employer with 4. ❑ 1 :un a general cowraetor and 1 6. ❑ New construction employees(full an6ur part-time) hate hired the sub-contractors �. ❑ Remodeling 2.❑ 1 .In1 a sole proprietty or partner- listed on the attached sheet. ship and have no cmpluyucs These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp. insurance. g. ❑ pudding addition Kn workers'cum insurance 5. ❑ We are a corporation and its i p 10.❑ Electrical repairs or additions I rcyuired.] officers haVe exercised their right of per MGL 11.❑ Plumbing repair or additions 7.❑ I am a homeowner doing all work exemption 5 P P' myself. [No workers' comp. c. 152. g 1(4), and we have no 12.❑ Roof repaint Insurance required.] t employees. lKo workers' 13.0 Other comp. insurance required.] •\m ..ppbcad thwi dceks boa nl must oho rill uru the+ecuan Inluw,huwiny their wurkwit'cumpanaation Irolicy udlnmatirm. 'I6,mvuwrwrs who,ubmil this at'lldavit india sing they are doing all work and Then him w4lde coruraetun must auhmit a new alfdavit indiutmy.ueh. -f.•mrxlur.that ahcet this box mano jttwhad.m additional,heal,huwiny ttw n:nrta of the sub.onlraetors and their workers'ctwnp.Trolley mftnsnadun. l ran an augrloyer that is providing rvurkers'cumpenvadan insurance for ury employees. Belrmv is/he polity ant/jub.%its, imforaaliva Imuramv Company Name: -- -- -- --------'— I'nlicv is or Self-ins. Liic. rr: _-.. .. . .. ___ Espiranon Date: Job Stic Address: G- $r -4O rJ n i+7n -5 l._. Clty:SlatuZlp: ��Slc.tn A-14 Attach it copy of We workers' cumpensatiun policy declaralion page(showing the policy number and expiration date). Pallurc to,ceure cuaerage as required under Sccliun 25A of.%IGL c. 152 can lead to the imposition of criminal penalties of a tine up m 51.500.00 amb'ur one-year imprisonment, as tvcll as civil penalties in the furin of STOP WORK ORDER and a fine Of up to S250.oo it day .Igainst the violator. He advised that a copy of This siatcmcm may be furwarded to the OI)ice of Im:nn gauum of the DfA :or in,marcc ancrage \-crifiaal:un. /do hereby a.rtifv tinder th nv uad pettaltiry ufperjary that the information provided above is true and correct. Zj;_y� r)fficial nee only. Oil nor write in this area, to be Completed by oily up IGIVn a/jhial. ( ilv ur I'mvn: _._. Permitil.iccn<e 0 1„uing .%,lhurily (circle ouc): i I. 1lrirrd of Ilcalth ?. Iiuddin;; Ik'paruocut i. (`it.."I'utvu Clerk 4. Electrical luspecror 5, Plumbing luvycctor 6. Olher _ Contact fcnuu: .. .. Phone it: Information and Instructions >ias;a I,uscfts General Laws :hillier I i2 requires all employers to provide workers' compensation for their employees. Puno.uit to [cis ,lawlc, an emPluree is defined as " .esery pcison in the service of another colder any:gntract of hire, :%press or implied. oral or %vi men." . An employer is defined as"an individual, partnership, associafiou, corporation or other legal entity, or any two or more .a the t;,reeong engaged in a joint enterprse, and including the !egal representatives of a deceased cmpluyer, or the fecei\er Or trustee of an, mdividtal, pUtiierJhip, association or Other legal clingy, employing employees. Howcver the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwcllutg huuse of another who employs persons to do maintenance,eunslrucnion or repair work on such dwelling house or on the.rounds or building appurtenant thereto shall not because Of such employment be deemed to be on employer" MGL chapter 152. §25C(6) also states that "every state or local licensing agency shoo withhold the issuance or renewal of u license or permit to Operate a business or to construct buildings in the cummunweulth for any applicunl who has not produced acceptable evidence of cumpllance with the insurance coverage required." Addiuunuliy. %.IGL chapter 152, a25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ul'ptihlic work until acceptable evidence of cumpliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants - Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractor(s)name(s), address(es)and phone nunnber(s) along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP) with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and dale the affidavit. The affidavit should be rettnted to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or'rown OfOdob Please he ,tare that the affidavit is complete :cod printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill not in the event the Office of Investigations has to contact you regarding the applicant. Plodsc be sure to till in the penniVlicense number which will be used as a reference number. In addition,an applicant that must submit multiple penni0icetse applications in any given year, need only submit one affidavit indicating current Policy infomution(if necessary) and under"Job Site Address"the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future pcimits or licenses. A new affidavit must be filled out each year. Where a hume owner or citizen is obtaining a license or permit not related to any business or commercial venture t i.e. it dug license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. 1 he i hYicc of lovestigatiuns would line to drank you in advmice fur your euoperation and should ),oil have any questions, ,)lease do nut hesitate to give us a call The Department', address, telephone and fax number The Commonwealth of Massachusetts Department of Industrial Accidents ORlee of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax 0 617-727-7749 www.mass.gov/dia Project#8-223 McBrie LLC 160 Sylvan Street \/\/\/\/\/\/ Telephone: 978-646-0097 Danvers, MA 01923 Structural Design & Sales Fax: 978-646-0087 www.mcbric.com TO: Mr. Tom McGrath Asst. Building Inspector Public Properties Department 120 Washington St., 3rd Floor Salem, MA 01970 RE: Union Street Condos—Progress of structural documents 6, 8, & 10 Union Street Salem,MA 01970 Mr. St. Pierre, This letter, along with the stamped progress plans, is to inform you of our progress to date with the project. We have performed a structural inspection of existing conditions of the entire project with the exception of unit 10's basement & first floor filming; which had not been fully exposed. It is our opinion that the PSL posts and steel & lally columns we show are adequate and we will be working with Jeff Holloren to determine the remainder of details that will be required. Within the next few weeks we will provide a complete stamped set of drawings with the required details mentioned above. OF `+ � No.41143 i F" 'Ald Structural Engineer MA Reg. No. ST.c CTURAL No 41143 9 9Fc TEP o �e 160 Sylvan Street, Danvers, MA 01923 °F s Address FSSi0NAL FNG (978) 646-0097 Telephone Michael Perham McBrie, LLC 12/11/08 Structural Engineers Date Letter-progress prints Page I of 1 Project#8-223 McBrie. LLc _ 160 Sylvan Street \,/\ /\/\%\/\/ Telephone: 978-646-0097 Danvers, MA 01923 Structural Design & Sales Fax: 978-646-0087 www.mcbrie.com TO: Mr. Tom McGrath Asst. Building Inspector Public Properties Department 120 Washington St., 3rd Floor Salem, MA 01970 RE: Union Street Condos—Progress of structural documents 6, 8, & 10 Union Street Salem, MA 01970 Mr. St. Pierre, This letter, along with the stamped progress plans, is to inform you of our progress to date with the project. We have performed a structural inspection of existing conditions of the entire project with the exception of unit 10's basement & first floor framing; which had not been fully exposed. It is our opinion that the PSL posts and steel & lally columns we show are adequate and we will be working with Jeff Holloren to determine the remainder of details that will be required. Within the next few weeks we will provide a complete stamped set of drawings with the required details mentioned above. OF No. 41143 Structural Engineer MA Reg.No. Nc c 9 �� 160 Sylvan Street, Danvers, MA 01923 G r Address '©NAL (978) 646-0097 Telephone Michael Perham McBrie, LLC 12/11/08 Structural Engineers Date Letter-progress prints Page 1 of 1 \1 f DMS design, llc 100 Cummings Center, Suite 424-G,Beverly,MA 01915 978-578-5748 phone 866-648-8251fax Building Code Analysis for 6, 8, 10 Union Street, Salem, MA Massachusetts Building Code Analysis based on the Sixth Edition effective 2/28/97. CHAPTER 34—REPAIR,ALTERATION,ADDITION AND CHANGE OF USE OR EXISTING STRUCTURES 3400.1 General: The provisions of 780 CMR 34 are intended to maintain or increase public safety, health, and general welfare in existing buildings by permitting repair, alteration addition, and/or change of use without requiring full compliance with the code for new construction except where otherwise specified in 780 CMR 34. 3400.2 Compliance: Repairs, alterations, additions, and changes of use shall conform to the requirements of 780 CMR 34. Where compliance with the provisions of this code for new construction is required by 780 CMR, and where such compliance is impractical because of construction difficulties or regulatory conflicts,compliance alternatives as described in 780 CMR 3406.0 may be accepted by the building official. 3400.3 Applicability: The provisions of 780 CMR 34 apply to repair, alteration addition or change in use to existing buildings which qualify to use 780 CMR 34 (see 780 CMR 3400.3.1) based on the proposed continuation of, or change in use group, as follows: 1. Continuation of the same use group, or a change in use group which results in a change in hazard index of one or less as determined by 780 CMR 3403 shall comply with 780 3404.0. 3400.3.1 Buildings which qualify: The provisions of 780 CMR 34 shall apply to existing buildings which have been legally occupied and/or used for a period of at least 5 years. 3400.4 Special Provisions for Means of Egress: 3400.4.1 Existing Non Conforming Means of Egress: The following conditions, when observed by the building official, shall be cited, in writing as a violation. Said citation shall order the abatement of the non conformance and shall include such a time element as the building official deems necessary for the protection of the occupants thereof, or as otherwise provided for by statute. 1. Less than the number of means of egress serving every space and/or story,required by 780 CMR 1010.0 and Table 1010.2. 2 means of egress are required according to Table 1010.2. 2. Any required means of egress component which is not of sufficient width to comply with 780 CMR 1009, or is not so arranged as to provide safe and adequate means of egress, including exit signage and emergency lighting. � e � According to Table 1008.1.2,R=200 gsf/person.Each unit is less than 800 gsf. By calculation,the occupant load of each unit is 4 persons. 9 units at 4 persons each = 36 persons. Per Table 1009.2 Egress Width per Occupant,Use Group R, 3" for stairs and .2" for doors without sprinklers 36 persons x .3"=10163/16",36 persons x.2" = 7 3/16" .2" for stairs and .15" for doors with sprinklers 36 persons x .2"=7 3/16",36 persons x .15" =5 3/8" 1014.3 Width: All means of egress stairways shall not be less than 44 inches in width. Exceptions: 5. Stairways serving buildings having a total occupant load of 50 or less shall not be less than 36"in width. 3402.1 Building Permit Application Requirements for Existing Buildings: A building permit shall be required for any work regulated by 780 CMR 34. 3402.1.1 Investigation and evaluation: For any proposed work regulated by 780 CMR 34, which is subject to 780 116, as a condition of the issuance of a building permit the building owner shall cause the existing building to be investigated and evaluated in accordance with the provisions of 780 CMR 34. The investigation and evaluation shall be in sufficient detail to ascertain the effects of the proposed work on the structural,egress, fire protection, energy conservation systems and light and ventilation systems of the space under consideration and,where necessary,the entire building or structure. 3402.1.2 Submittal: The results of the investigation and evaluation, along with any proposed compliance alternatives, shall be submitted to the building official in written report form. 3403.1 Hazard Index: In the implementation of the provisions of 780 CMR 34,the hazard index associated with a particular use group shall be as identified in table 3403 and Appendix F. Existing Use Group=R-2, Multi-Family Existing Hazard Index=2 Proposed Use Group=R-2,Multi-Family Proposed Hazard Index=2 Change in Hazard Index=0 780 CMR 3404.0 Requirements for Continuation of the Same Use Group 3404.1 General: The requirements of 780 CMR 3404.0 and applicable provisions of 780 CNM 3408 shall apply to all repairs and alterations to existing buildings having a continuation of the same use group. 3404.3 New building systems : Any new building system or portion thereof shall conform to 780 CMR for new construction to the fullest extent practical. However, individual components of an existing building system may be repaired or replaced without requiring that system to comply fully with the code for new construction unless specifically required by 780 CUR 3408. 3404.4 Alterations and Repairs: Alterations or repairs to existing buildings which maintain or improve the performance of the building may be made with the same of like materials, unless otherwise required by 780 CMR 3408. Alterations or repairs which have the effect of replacing a building system as a whole shall comply with 780 CMR 3404.3. 3404.5 Number of Means of Egress: Every floor or story of any existing building shall provide at least the number of means of egress as required by 780 CMR 3400.4 and which are acceptable to the building official. 3404.6 Canacity of exits: All required means of egress shall comply with 780 CMR 1009.0. Existing means of egress may be used to contribute to the total egress capacity requirement based on the unit egress widths of 780 CMR 1009.0. 3404.7 Exit signs and li lg its: Exit signs and lighting shall be provided in accordance with 780 CMR 1023.0. 3404.8 Means of egress li hung: Means of egress lighting shall be provided in accordance with 780 CMR 1024.0. 3404.9 Height and Area limitations: The height and area requirements of 780 CMR 5 shall apply to existing buildings when such existing buildings are modified by addition and/or change in use. 3404.10 Existing Fire and party walls:No further compliance is required with 780 CMR 707.0. The height above the roof of existing fire,party and exterior walls need not comply with 780 CMR 3404.0. 3404.11 Fire Protection Systems: Fire Protection Systems: Design, installation and maintenance of fire protection systems shall be provided in accordance with 780 CMR 3404.3 and 780 CMR 3404.12 as possible. 3404.12 Fire protection systems are required for the following cases: 1. Additions where required by 780 CMR 9.0 for the specific use group. 2. For existing buildings and additions to existing buildings,where required by 780 CMR 9 or where required by 780 CMR 506 to satisfy height and area requirements. 3.Existing buildings,or portions thereof which are substantially altered or substantially renovated, and where otherwise required by 780 CMR 9.0 for the specific use group. 4. Existing buildings or portions thereof when changed in use to an A-2. 3404.13 Enclosure of stairways: Open stairways are prohibited except in one- and two-family dwellings or unless otherwise permitted by 780 CMR 10. There shall be no minimum fireresistance rating required for an existing enclosure of a stairway. Partitions or other new construction which is added in order to fully and solidly enclose a stairway shall provide a minimum fireresistance rating of one hour.All doors in the enclosure shall be self-closing and tight fitting with approved hardware. All doors in those portions of the stairway which are fireresistance rated shall comply to the applicable provisions of 780 CMR 9. 3404.16 Residential Use Groups: Notwithstanding the provisions of 780 CMR 3404,Residential Use Groups shall comply with the provisions of 780 CMR 3400.3, item 8. 3404.17 Fire hazard to adjacent buildings: Any proposed change in use or occupancy of an existing building which has the effect of increasing the fire hazard to adjacent buildings shall comply with the requirements of Table 705.2 for exterior wall fire resistive rating requirements, or with approved compliance alternatives. 3404.18 Accessibility for Persons with Disabilities: Accessibility requirements shall be in accordance with 521 CMR as listed in Appendix A. 3404.19 Energy Conservation: Energy conservation requirements shall be in accordance with 780 CMR 3407.0. 780 CNR 3407.0 Energy Provisions for Existing Buildings Implementation Date:Note that commencing January 1, 1999,replacement windows for existing low-rise residential buildings are required to have a maximum thermal transmittance of 0.44 and such windows must be NFRC listed/labeled. 3407.1 General: 780 CMR 3407.0 establishes the energy provisions for existing buildings governed by 780 CNR 3404.0. 3407.2 Compliance: Alterations to any building component affecting the energy conservation performance of an existing building shall comply with the applicable provisions of: a. 780 CMR, Table 3407 and all applicable subsections of 780 CNM 13.0 or: b. 780 CNR 1304.2 for thermal envelope requirements and all other applicable requirements of 780 CMR 13.0 or: c. 780 CMR 1304.5 for thermal envelope requirements and all other applicable requirements of 780 CMR 13.0 or: d. 780 CMR 1309 or: e. 780 CMR Appendix J,as applicable. 521 CMR 3.1 Scope: 3.3 Existing Buildings: All additions to,reconstruction, remodeling, and alterations or repairs of existing public buildings or facilities, which require a building permit or which are so defined by a state or local inspector, shall be governed by all applicable subsections in 521 CMR 3.00: Jurisdiction. For specific applicability of 521 CMR to existing multiple dwellings undergoing renovations, see 521 CNR 9.2.1. u 9.2.1 Renovation and Reuse: Any building previously occupied for any purpose, which is converted, renovated,reconstructed, altered or remodeled for residential use after this date is exempt from 521 CMR 9.3, Group 1 Dwelling Units. 9.2.2 Renovation and reuse of dwellings units is subject to 521 CMR 9.4, Group 2 Dwelling Units through 521 CMR 9.5 Dwelling Unit Interiors provided the work being performed, in a three year period exceeds 30%of the full and fair cash value of the building. Work performed to public use and common use areas however, is subject to all of 521 CMR 3.3. This building does not contain any public use or common use areas. 9.4 GrouR2 Dwelling Units: In multiple dwellings that are for rent, hire, or lease(but not for sale)and contain 20 or more units,at least 5%of the dwelling units must be Group 2A units. This building contains less than 20 units and is exempt from Group 2 Dwelling Units. Project#8-223 McBrie LLc 160 Sylvan Street Telephone: 978-646-0097 Danvers, MA 01923 Structural Design & Sales Fax: 978-646-0087 www.mcbrie.com TO: Mr. Tom McGrath Asst. Building Inspector Public Properties Department 120 Washington St., 3rd Floor Salem, MA 01970 RE: Union Street Condos—Progress of structural documents 6, 8, & 10 Union Street Salem, MA 01970 Mr. St. Pierre, This letter, along with the stamped progress plans, is to inform you of our progress to date with the project. We have performed a structural inspection of existing conditions of the entire project with the exception of unit 10's basement & first floor framing; which had not been fully exposed. It is our opinion that the PSL posts and steel & lally columns we show are adequate and we will be working with Jeff Holloren to determine the remainder of details that will be required. Within the next few weeks we will provide a complete stamped set of drawings with the required details mentioned above. OF M 9Ci No. 41143 AM Structural Engineer MA Reg. No. STRUCTURAL A q No.411430 160 Sylvan Street, Danvers, MA 01923 �oF FcISTs SFI �` Address FSS/ONA-ENG (978)646-0097 Telephone Michael Perham McBrie, LLC 12/11/08 Structural Engineers Date Letter-progress prints Page 1 of I CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: 6, 8, 10 Union Street, Salem,MA PROJECT NAME: Renovations to 6, 8, 10 Union Street NATURE OF PROJECT: Interior renovation ARCHITECT: DMS design,lie ADDRESS: 100 Cummings Center, Suite 424G,Beverly,MA 01915 TELEPHONE: 978-578-5748 I In accordance with Section 110.0 and 116.0 of the Massachusetts State Building Code,I,Daniel M. } Skolski,Registration No. 20038, being a registered professional Architect,hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning,ARCHITECTURAL-Demolition Plans,for the above named project and that,to the best of my knowledge, such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all accepted engineering practices and applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for conformance to the design concept. Review and approval of the quality control procedures for all code required controlled materials. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix G. Pursuant to Section 1]6.2.2,1 shall submit periodically,_daily,_X_weekly,or _other periods (specify)Weekly progress reports together with pertinent comments to the City of Salem Building Department. Upon completion of the work,Architect,shall submit final affidavits as to the satisfactory completion and readiness of the pro' for occupancy. Signature Then personally appeared the above named L)antaL. .56kmd made oath that the above statement by him is true. Before Me, i'l KATHRYN M SMITH n-y namrvv" �d Mytloae E*nJv*A2M5 CITY OF SALEM ��,tfk PUBLIC PROPRERTY DEPARTMENT a �9M t d. '. I_. U : J 1!'a. ".1;)IIr1 \111 N, \t\•.\: . I' III 'J;. construction Debris Disposal .-Affidavit (required for all del"0"tiwt :Ind rello"Itiun \wrk) In accordance itll the sixth edition of the state Building Code, 780 CbIR section I 11 5 Debris, :Ind the provisions of'v1GL c 40, S 54; Building Permit it is issued with the condition that the debris resulting from this work shall he disposed of in a pruperly licensed waste disposal facility as defined by MGL c 1 11, S 1 50A. The debris \+ill be transported by: (name ut hauler) the debris will be disposed of in t name ul tae Ihly') (address ul-Iae111I V 1 is natwc of penun apph.ant ate ' '� i' / �\ i f I, � , .J'/ II �j 'l, ' I' ,il" �,, -.. I Gerald T. McCarthy Insurance Agency, Inc. P.O. Box 839 -92 North Street,Salem, MA 01970 978-744-6433 -Fax 978-744-3575 r November 12, 2008 City of Salem 93 Washington Street Salem MA 01970 Re: Holloran Development-MA Workers Comp Assigned Risk Plan Pol# TBA Dear Sir: By law, certificates for workers' compensation insurance must be issued by the assigned insurance carrier; therefore, we have faxed a request to the above mentioned company to issue a workcr's compensation certificate of insurance which they will mail directly to you. In the meantime, please be advised by us that this coverage is, in fact, presently active for the period of November 6, 2008 to November 6, 2009 I hope you will find everything in order; and if you have any questions, please feel free to call. Sincerely, Deborah Torunas dt