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23A-146 (13)
BP-2022-0111 130 PINE ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 23A-1'46-001 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-2022-011 1 PERMISSIONISHEREBYGRANTED TO: Project# Contractor: License: Est. Cost: 15000 JOEL ZIMMERMAN 074318 Const.Class: Exp. Date:02/01/2023 Use Group: Owner: FLORENCE CONGREGATIONAL CHURCH Lot Size (sq.ft.) Zoning: URB Applicant: JOEL ZIMMERMAN CARPENTRY Applicant Address Phone: Insurance: 340 WEST STREET NORTH HATFIELD, MA 01066 ISSUED ON:02/03/2022 TO PERFORM THE FOLLOWING WORK: reinforcing floor structure 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: Gas: Final: Final: Rough Frame: Rough: Fire Department Driveway Final: Fireplace/Chimney: Final: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: ( I 2 I; , • >42 . Fees Paid: $105.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner REUU V 1) FEB - 2 2022 I � SZ. �+y ProT.Oc Di ni DINC,INSPECTIONS i The Commonwealt �r RTHaetraAMPI set ,MA01060 r, * ry -Ht Office of Public Safety and Inspections Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number!°''')'/i I Date Applied: Building Official: SECTION 1:LOCATION /30 P''ne 57 F l or erne 0/0 GZ Flor..,.t.. Lo.4 9fr9 G 7e•wa 1 CA01(0 No.and Street City/Town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used q 74j If New Construction check here 0 or check all that apply in the two rows below Existing Building 08 Repair 0 Alteration 0 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use ❑ Change of Occupancy 0 Other I$ Specify:/e m Ar c..:y -I/Doe 5 7 ruf 77,e Are building plans and/or construction documents being supplied as part of this permit application? Yes 0 No 0 Is an Independent Structural Engineerin Peer Review reqEired? Yes Ip No 0 Brief Description of Proposed Work L.q 57w// 4 1. GvG vvl rt.,' 6k,5T.ny 13-ea s?5 aid [.14741 /Aci Jo;c�' hewn reps G✓1 FXIC7..y Ffso/ LTG/h7 ,t1aoLi'4L l4y bt:c_q_ Pie, "Pry a«•. Pr 41,L 13*eq.,a 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): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(indude 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 0 A-2 0 Nightclub 0 A-3 0 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 0 I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile 0 R: Residential R-ID R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: 1 SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IB0 IIA ❑ IIB ❑ IIIA ❑ IIIBD IV VA 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: Public tit Check if outside Flood Zone 0 Indicate municipal A trench will not be Licensed Disposal Site 0 Private 0 : or indentify Zone: or on site system 0 required I trench or specify: permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or Not* Yes❑ No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner i- f/0Ke .?rto 6049 fry q-'ao.,�a1 Ch01Pc11 F/Ol enC,e OIQ 62.- Name(Print) No.and Street City/Town Zip Property Owner Contact Information til3-s`6 /3i5 y/3 3X2 6r53— fcc.ctC_c0ci0,,r7y0(- C057, or) Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: J o-e/ Z/./1-),'►'J,o-,r/a✓! 3 yv '-.1-,-s7 57. lit/will Hal t:t/ii Ma c/o‘( Name Street Address City/Town State Zip to apply for and 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 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) R ,,„,ijr fie. '7 -7_- 741�/Lr rrh 0 r St,pte.<of 373G0 57 Name(Registrant) l Telephone No e-mail address ` Registration Number. /4 L,✓1 cI e n .40-?, (ter-eta,e hi q 0/30/ O U`Z. Street Address City/Town State Zip Discipline Dipiration Date 10.2 General Contractor a—ce..I ZJMm,p/MoN C/O f f9 r1'7ry Company Name 17 o-e.1 2/.IW►-e/moll .(I 5 - 0 74/ 3/415 a A Pt 57r,'c7-rd Name of Person Responsible for Construction License No. and Type if Applicable 3Yo w-Pz,7 4 7, Po 13 c'X ��5— A/v',ti I-/971'4,0 A4 q o /0 G( Street Address City/Town State Zip 11/7 -6' 77`- (j1),Z,/ri 3 `/o Q Covr76457 • ✓► f i 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 Construction Cost(from Item 6)=$ /gC'C7v •0 a 1.Building $ / (j CUC9 . U o i Building Permit Fee=Total Construction Cost x 7 vo(Insert here 2.Electrical $ appropriate municipal factor)=$/05- . 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6i 7> c' IllUt r le,r1 en H 6.Total Cost $/' 000 • C'6 (contact municipality)and write check number here /2_1'b 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. 3-0.e.( Z dell rrl ' ','t ( .3 (Gerfrete-707 4/0 -I T 777' 2///) 07-)- Please print and si name ,30,Y �1 Title Telephone No. Date �-'r 'go ' 5 7 7 ). 3-c— �/fir74 /17c,7�•i o/4 All 4 D/o/p/ ,I h Z ,►1 3 g'0 0 1-0rr/e-u,7-n Y 7 Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: • g'ti'iP+ 0`/3p., Name Date The Commonwealth of Massachusetts ►* Department of Industrial Accidents �=*"t 1 Congress Street,Suite 100 e Boston,MA 02114-201 • .,�e wwN.mass.got/dla II inker.' ( oniprnsation Insurance Aflidasit: Builders/Contractors Electricians/Plumbers. It)Bk=i iLF.ti ss I I Ii I III. PkRtSIITI I\l; si I HOItl I 1. %pro it-ant Information Please Print lee ibh Name 4 Bustncsa()rganuauori(runt Nitta(1:--. Joe I Z. 1/y/ ✓'i`P' ,,,v7 cn C Ce r Address:_ 3 yG L"'-,'� 7 S 7 PO /3ox 9- 7 City/State/zip:_fro't 1 4z_1 � td_.. 1,4a. I'l:aane 4// � 1 l.5__.774, Z Are yew as rtnplotitr'['Perk this appropriate Mot: 0/06 6 Type of project(required): 10 I am a employer with en}piaryees tfuil and or part-tuna 1" 7. D New construction 21Iia I am a tole pnrpactor or partnership and have no ernpluyens%otki nt tot nil:m S. I'"1 Remodeling any c-airn:ay 1Nu VI oilers'tromp.uautani}e retpantd-I g ■ 9. ❑Demolition 30/ter 1 am a bona:oust r doing all*fruit myself.No woraitn assurance rs'conc.assuran requiretti 4.{ e I am a lnrmoottner anti N'}II br bomb;contractam to c, dY all work on my paauperrrv- I well 10 Q Building atltlttlr)n L'•�ensure:that all conzracturs either have unarm'compernatwn insurance t`arc vole I I.J Electrical repairs or addittutt+ praipneGrrs witlt no employers 12.0 Plumbing repairs or additions 5�I ant a general contractor and I has e hoed the sub-contra:kw%listed ter the attached%heel. These soh-contractor*hate employee,and Irate starkers'camp-rrntrrmwr I 30ROOfri'pairs is.®w t.are a corptnatuni and its officers hat r(tuxmai them man of riempti n per 1sKil e. 14. Othci Fleet! /^'�.,�f-�O/C,,ii} k 1441.and w e h *inters' as'e no ranpkryres.l\o* ters'comp.insurartce reyuunvi.) '/ "Any applicant that chocks box'I must also till out the section below stunt mg then*otters'compensation paltry uninanation 'Muumuu'nen who iul'mnt this aff'tiat tt nubiairmt they are doing all*cork and then hue outside contractors must mhmut a new atlidas it rrtduataig su..-h. t ontractors that chick this bat must al t.w h al an a lairuurat sheet thou ing the Hunt`of the snircontracwrs and state Y.hether a not dune animas Ism,.: emplrtres lI the sots contractors has the,must post Irk then smoker.'omit.perlrey number /am an employer that is providing workers'compensation insurance for m)'employees. Below is the policy and job site in/orntatiun. Insurance Company Name: Policy u or Self-ins.Lie.#: Expiration Date: Job Site Address: Cits,Stater.'7_ip Attach a copy of the workers'compensation police declaration page(showing the policy number and expiration date). Failure to secure coverage as requited under MGL c. 152.y§25A is a criminal violation punishable by a fire:up to S 1.5(I().(X) an i'or one-year imprisonment.as well as cis it penalties in the form of a STOP WORK ORDER and a tine of up to S25().()()a day against the s iolator.A copy of this statement may be forwarded to the Office of ins estigatlo ns of the DIA for insurance coverage v en lication. /do hereby rertifi under the pains and penalties of perjury that the information provided above it true-and correct Signatwe. 94111 7/7"1",*;Iri-le-ofro'n•--' Date. L/ 3 - `95'- 7 7ri 2 Official ace only. Du not write in this area.to he Completed by city or town official ( its or Town:n: Permit/License Issuing.luthorits (circle one): I.Board of health 2. Building Department 3.( its Town('kr t 4.Electrical Inspector 5. Plumbing Inspector 6.Other ('ontact Person: Phone a: 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�tequired 1 Architectural (1 2 Foundation 3 Structural }( 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC I 7 Electrical I 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 1 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 iyv, fil°/AN.,y yi 7 77r 76Iy4-/ c 49, r 5 ti e'r!GM -5 7 300 67 Name(Registrant) Telephone No. e-mail addre Registration Numbe u-I-I.-- 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 - - 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. Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Sanctuary Floor Reinforcement Date: 31 January 2022 Property Address: Florence Congregational Church, 130 Pine Street,Florence MA Project: Check(x)one or both as applicable: X Existing Construction Project description: Reinforce Existing First Floor System for Assembly Live Load 1,Ryan S.Hellwig,MA Registration Number: 37300 ST,Expiration date: 30 June 2022,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architect X Structural Mechanical Eire-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 Construction Control Document'. ty,\..-0 04a • Enter in the space to the right a"wet"or RYAN S. 1, I-ELLelectronic signature and seal: STRUCTURAL No. 37300 p17. t• • /// � a. i Phone number:413-774-7444 Email: rh�,a;rshpe.com Building Official Use Only Building Official Name: Perniit 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 01 2018 City of Northampton oyes N • Massachusetts �w�S c,{f ►i Lti N * w d 4�` 4 DEPARTMENT OF BUILDING INSPECTIONS y u vwtt,,, '' 212 Main Street • Municipal Building Jt... �. Northampton, MA 01060 ssayy A7\1�1 CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, 554, 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 of //-y 12,0 4,c In-i 2_ 3 y / q5 i 4G0/ p77✓1 ({ �Gr�� Gv1fr,i Ma U((, O The debris will be transported by: Name of Hauler: To-et .Z//no/ is"10,4 Signature of Applicant: Date: .20 JOELZIM-01 LZAPKA '4 CERTIFICATE OF LIABILITY INSURANCE DATE(Mr u2s/2022o2z 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). CONTACT PRODUCER NAME Whalen Insurance Agency "(XL ):(413)586-1000 FIX No):(413 585-0401 71 King Street (A�.�. Northampton,MA 01060 ;irtf0@VYhalenInsurance.corn INSURERS)AFFORDING COVERAGE NAIC Nt INSURER A:Utica First Insurance Company 15326 INSURED USURER B: Joel Zimmerman DBA Joel Zimmerman Carpentry INSURER C: PO Box 225 INSURERD: North Hatfield,MA 01066 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. ILTR TYPE OF INSURANCE NASD S<NVD POL�r NUMBER POLICY EFF POLICY EXP LJ TS - - - QMAIDDIYYYYU fMMNDIYYYV! A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE X OCCUR ART-5089597 04 DAMAGE 8/13/2020 8/13/2021 g�E N occu„°ncei $ 50,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEML AGGREGATE LT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 IN X POLICY glia LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER S AUTOMOBILE LIABILI1Y (EaCOA��SNGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY BODILY INJURY(Per accident) $ PERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS MADE AGGREGATE S DED RETENTIONS $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? MIA (Mandatory in NH) EL DIRFARF-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below El.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached O more space is required) Certificate issued as evidence of coverage CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Florence Congregational Church THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 130 Pine St Florence,MA 01062 AUTHORIZED REPRESEFNTATTWEEE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. Commonwealth of Massachusetts } Division of Professional Licensure Board of Building Regulations and Standards C o nstrtilit1Silpgrvis or CS-074318 a st cpires:02101/2023 JOEL D ZIMMERMAN PO BOX 225 NORTH HATFIELD MA 01066 % • �;. �,P,V.1-it, Commissioner depQAf,. fr�c Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Individual before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 128929 06/08/2023 1000 Washington Street -Suite 710 JOEL ZIMMERMAN Boston,MA 02118 D/B/A JOEL ZIMMERMAN CARPENTRY JOEL D.ZIMMERMAN s 340WESTST NORH HATFIELD,MA 01066 Not valid Ithout signature Undersecretary RYAN S. HELLWIG, PE STRUCTURAL ENGINEER STRUCTURAL NOTES 18 LINDEN AVENUE I I GENERAL GREENPIELD MA 01301 VOICE: 413 • 774 - 7444 1. All Structural Work shall conform to the 9th Edition Massachusetts State Bulking Code(780 CAR)in — EMAIL: ISH?UUCROCKZR.COM addition to the requirements of this Drawing. 2. This Structural Drawing is based on information shown on the Architecturd Drawings. The Contractor shdl coordinate all dimensions,elevations,and details with the Architecturd Drawings. In the case of conflict, the most stringent requirement shall control. If discrepancies are discovered REPLACE ECG METAL POST y 8x6 PT o the Architect and Engineer shall tie notified prior to the continuation of construction \ PIER L1OER BALCONY POST-TYP/2 FO NOTCH TOP R NEW BEAM-PROVIDE \\\\� 1�7�V/// 3.Dmenbions and elevations of existing construction given in structural drawrfield gs are based on limited SnP9oN ECG FOOTING-TYP At observations and measurements. The contractor shall verify di information pertaining to existing conditions by actud rmeasrernent and observation at the site. Al discrepancies between actual a 1 1 . conditions and those shown in the drawings shall be r load to the Architect and Engineer for evaluation before the affected construction is put in ace. 4. Desigi Live Load=100 psf Public Assembly no.amiss Is ass Wooled son shall Is to wet rot LrDERPIN ECG PIER FOOTING ...ys..sa.e p..r.y11 nays dm sip.&a..rysassal LLL18ER .yi.t d...d....I..IIId doom 1 Dimension Lumber of 2 inch nominal thickness in contact with the ground,or concrete or masorry shall ® e < be Southern Pine#1 or better per The Southern Pine Inspection Bireau(SPIB)and shall be treated to the requirements of the American Wood Preservers Association(AWPA). le le > 4 Marc Stern i c k Architect 0' °' a' �� AIA,CPHC a. Miinwn design values,including adjustments for Wet Service Conditions,shall be according to the SPIB grading rules. MarcSternickArchitect.com se iyck > 2. Dimension Lumber of 2 inch nominal thickness for joists shot be SPE(Spruce-Pine-Fir)#1/#2 per The `� v® V® Nationd Lumber Grades Authority(NLGA)and shop have the following minimum design values: ABBREVIATIONS E= 1,400,000 psi S1} SON i US7-D z < F.=875 psi-Bending(base) 1 9s, = bottom (of) it = centerline a. Adjustments for Size 4 Repetitive Use shall be according to the NLGA grading rules. // pR�IDEMA(y)2R�r PT UNDER CLR= clear iameter 3. Posts and Timbers(5x5 cod larger)shall be Southern Pine#1 or better per SPIB and shall hove the J EXG BRIO<-GROUT AscREBLE Ill INTO i 5 =leach end following minimum design values: ► a ► r z JIB t BEARING SURFACE AT TOP OF `j = each face E=1,500, psi Modulus of Elasticity (4)13A"x91rt"LVL 2)11("x9% LVL 2)1}("x9)4"LVL FOUNDATION LEDGE-TYP § Sk r F=825 psi-Compression Parcel-to-Gran d W = each side re = each way 4. LVL(Laminated Veneer Lumber)shill conform to AFPA and APA specifications with IBC approval,and shall FL FJ = floor joist have the folowig minimum design values: (3)13i"x 934"LVL 3 F = floor, flange E=2,000,000 psi1- TG = footing F.=3000 psi -Bending ID ® ® H= horizontal = on,over a. Fastening of built-up LVL dearsa shall be per mufocturer's standard details'for top loaded beans. NOTCH TOP OF EXG BRICK 1 =overhead PIER FOR NEW BEAMS-TYP II / - on center 5. Plywood panels to conform to APA(The Engineered Wood Association)Voluntary Product Standard PS1 for - = outer diameter Construction and Industrial Plywoodan Panels to have Exterior Classification and to be Grade C or y'r =outside face better.Panels shall be preservatively pressre-treated to the requirements of the American Wood - I I mc = plate Preservers Association(AWPA). I PT =pressure-treated SS = stainless steel SIM = similar STAGG = stogger(ed) T/ = top(�of) Ye = top bottom (of) ECG LOW-GRADE JOIST 4 ECG JOIST y SAPSCN TYP. = typical FEW W22x 4 PLYW SIMPSON OOD T MESSLUS VJO vertical ss noted otherwise 1st FLOOR FRAMING PLAN 7, =with 1 i ReRe —ECG BEAM I i' I` �i iI 1i 1 JOIST NOTES MPEa SIDE OF BEAM —FEW BEAM 1-SPAN DIRECTION OF EXISTING 3x8 0 17" SHOWN TH1S ON PLAN AREA OF WC ( I Rev.W. D.=mipi.. Dm IM;7E • 2-SISTER En LOW-GRADE JOISTS 7(1)2 x 8 — 1 For Permit 1/31/22 ECG OJT JOIST/FEW 2x8 r JIJItH%4 SIMPSON U66 /=� (2)%("P.T.PLYWOOD It's _< 4 SIMPSON JOIST HANGERS TO MATCH-TYP — MASONRY SCREW-6-MLv Il I_ PROVIDE LEVEL EVEN BEARING 3-SISTER En CUT JOISTS 7 2 2 x 8- PROVIDE , LENGTH-TYP/4 (♦;(♦ SRFACE AT TCP OF PIER SIMPSON JOIST HANGER TO MAT AT ONE END 4 � BEAR ON NEW BEAM AT OTHER END- TYP 11 Ma= PERMIT SET EXG BRICK PIER 4 -SISTER EX'G CUT JOISTS 4 NEWER 2 x 8 7 ADD'L 0'r 2x8 4 SIMPSON JOIST HANGERS TO MATCH-TYP MIS 5-SISTER EX'G JOISTS AT ENDS OF HEADERS- SPECIFIC411 DETAILS DEPEND ON SPECIFIC FRAMING CONDITIONS-TYP I 111 Sanctuary Floor Reinforcement 6-WHERE En JOIST SISIERS CONNECT TO EX'G BRICK Florence Coagtegatioaal ChutcL FOUNDATION WALLS,PROVIDE PT LEDR 4 MASONRY SCREWS 7 -SEE TYPICAL DETAILS FOR COMMON CGATIONIS OF -,.. TT -1 1 TYPICAL DETAILS JOISTS 4 JOIST HANGERS r 130 Pine Street 8 -ALL OTHER En JOISTS TO REMAIN- ADD MATCHING I Florence MA SIMPSCN JOIST HANGER ON EX'G TIMBER BEAM . Structural Plan, KEY PLAN Details & Notes Dm: 6 JAN 2022 P 2126 S 1 P11.,iia .\FCC\Slgxd at: RSM