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17C-214 (45) BP-2022-0691 99 MAIN ST FLCREPIL6 COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: l 7C-214-001 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-2022-0691 PERMISSIONIS HEREBY GRANTED TO: Project# REPAIR POST Contractor: License: WMJ TUROMSHA DESIGN & Est. Cost: 25000 CONSTRUCTION 000515 Const.Class: Exp. Date:02/15/2024 Use Group: Owner: FLORENCE FAMILY ENTERPRISES LLC Lot Size (sq.ft.) Zoning: GB Applicant: WMJ TUROMSHA DESIGN & CONSTRUCTION Applicant Address Phone: Insurance: 11 WILLIAMS ST 413-586-4005 7PJUB0653N47921 NORTHAMPTON, MA 01060 ISSUED ON:06/10/2022 TO PERFORM THE FOLLOWING WORK: REPAIR PAVILION POST CAUSED BY WIND DAMAGE 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: ( g I Fees Paid: $175.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner I RECEIVED JUN 1 0 2022 the Commonwealth of Massachusetts w v Office of Public Safety and Inspections i�`�' gar Massachusetts State Building Code(780 CMR) .: OF Bun Cy Nr I SP C NonrHAmBu c , g it Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number: 21 " (q/ Date Applied: Building Official: SECTION 1:LOCATION 99 1-tout s-rit.cx7 F'cos..w..ou Mr. c,o d.L .Th TA Lox et. 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 0 or check all that apply in the two rows below Existing Building® Repair git Alteration 0 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 0 No oI Is an Independent Structural Engineering Peer Review required' Yes • No 0 Brief Description of Proposed Work: RE P ci e� a F f eu 'Fiesanv..M 6 Cp .t n bel f..tiMc 4 samils Z2 KAI Ito Z 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 I Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) / ('Z p ti� ds./A Total Area(sq.ft.)and Total Height(ft.) 4 7 O kJ/ ci ' N a pi A SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 If Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 0 F2❑ H: High Hazard H-1 0 H-2 0 H-3 0 H-4❑ H-5❑ I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile 0 R: Residential R-10 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: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IBD IIAD IIB 0 IIIAD IIIB 0 IV% VA VBD 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: Publia$r Check if outside Flood Zone Indicate municipal Q( A trench will not be Licensed Disposal Site Private 0 or indentify Zone: or on site system 0 required II or trench or specify: permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable■ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No■ 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?: .)k\ Special Stipulations: A,µ Design Occupant Load per Floor and Assembly space:__4A SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Vats g 1 c 9a Mitia, S7 o x / /14►4 OrcG Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Ot CA- tl� - (a- J -o 1-tt1 - Si - 4r/1 KSIE29.0S M$k.).CAM Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) 1�ay L Cfa►, 'te,dr-ss 11/3 -43?-3 41511 Fpt,tLOCM'jtrCW Couv.kt. 36,1-i12 Name(Registrar' Telephone No. e-mail address CDh Registration Number I/.S+ WASI4)N6T0r4 I?) SI'i tub FIELD olio 2 (v ZK Street Address City/Town State Zip Discipline Expiration Date 10.2 Generalr Contractor W M. T_:E_LiR,osnsmift ES)61•4 2 CAx s-rit t,CTt a.i Company Name I/t16Ja.,7- 1 1 Res r4s 000 515 Name of Person Responsible for Construction License No. and Type if Applicable �1 Lg.Mbdrris sr>tm-r RTr11di,p bear JVIq at ono Street Address City/Town State Zip 1/3 i'S`f 6 141TLRO1r+SHAQ 9MA.L—o Goh+ Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes 0 No 11 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor and Materials) Total Construction Cost(from Item 6)=$ ZS;MO 1.Building $ 23, t oo Building Permit Fee=Total Construction Cost x ov(Insert here 2.Electrical $ ZDc . appropriate municipal factor)=$ ?. . 3.Plumbing $ NIL 4.Mechanical (HVAC) $ Note:Minimum fee=$146.°i(contact municipality) 5.Mechanical (Other) $ Enclose check payable to Lai of 2 i N.AMQ.io k) 6.Total Cost $ QS,000 . (contact municipality)and write check number here i 4 0C% 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. 'lli(Ili gar"` 1 URot+e+Sla 1Q I t..zos•r/x. GEs+r/►L, CCANTAAClak 4//3 /61%, AL) Please print and sign name I Title Telephone No. Date 1� M,� P J l µ�1'i I II A17 STZErr N C 2TU.irarn )1'b lJ /Ink 010 G o l u w os•i1t^ O y'hus,1., Street Address City/Town State Zip Email Address ' ) '1 A/LOciMunicipal Inspector to fill out this section upon application approval: �I� Name ( City of Northampton C •-- „fraj Massachusetts '< tt DEPARTMENT OF BUILDING INSPECTIONSc. ,Sw. 212 Main Street • Municipal Building Jj` OD �-" Northampton, MA 01060 'ssl;h 3,��^`� 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: \) 1(E.� REcyuNr 23Y E4sT fn� �D iip.oi The debris will be transported by: LIi4Q7'Name of Hauler: ut+-Di;AJ 6_, Signature of Applicant: 4)1,-) 2, )r. a4.. Date: G- 10 22 r...,,,,,—,. The Commonwealth of ilussttc•husetts ?, ,___;'_;. Department of industrial Accidents t `;, 1 Congress Street, Suite 100 , Al-'}: Boston, M.-1I12114-201 .v distill ntass golviliu r�L . ' Huskers' ('umipensalion Insii ranee:tflidanit: Builders.( untractors:Electricians,Plunlbrrs. E U BE F ILF.I)NN I UI 1 11E.11.1011 rum: At UIO1411.1. Applicant Information Please Print Letihi% Name il3usi ::->tYr_.ut:,.th.•n In..i_•-1,:u.::!: di.1 T. TU2OWNS 14A S16)4 & hco,) .T-Ru1 io. .-------- Address: )f U I h o,:.s s-r-krE-r C'itv:'State Zip: &ITMgor1T01....) n}ji Olotoo [ill c)ne :=: y/3 Salk Votes __________—_-- Arc.uu an eulpluy.r:'(lit,l.the appiuprialr but: -1.)pc of project(required): i.a I.iiii a oliri t Nall e:rriu .cs r lull and•n p:ut-uu i• 7. ' J \`tit ootislrucuon 2 ill I ant a sou palpl,ctat ur lurin.l.:up and hint:no cnq,lwcc+%sulkut_ :DI:1::n'• 8. ' j Remodelingall.tap 1:34 INu%MILr,..imp.fu+Lla:ltc :win-tall ll ej J Dennulitrun ;O 1 ant a thaw:'N ncr duce_al.war,ern,.It.;s.vaulkets'rump lr..urrlu.:rtywlul;- Ill Building addition 4.0 I an:a Ir.CI.:,'n nu and'A itI E•:riillfr_.;Yeti scion.to t.titk. i all 5.urk un nl. 1'nrruty. 15.tll ►llsLr:taa:al:a'ntra.klra inthei lu ..5.• rk:rs•com1'.n.alwll n!PLlai..in ale salt 1 1..1 Electrical repairs or additions prupn:t.•:,a Rh nu cinpluyt:t�. 12.[J Plumbing repass or additions NO I am a avnvial Cuntractul and I laal.c hued the..uh•cui.uacturs listed on:1-....attadrea.tied. 13.0 Roof repairs I Um:.ul.-.unliactots.11Ac crnpkt'cts and ILV.CA Lii'..er,'.;ow.lima;Mex. 6.0 Vkc are a t*rp.Kaliun and it♦ul deers Eta.c.incised tiv:n rrE hl v t e.te:I.r •ll PlIt n MCr1... 1 4"0(ltltll STICUaZt4 L 1�2..:1141.and t.e ha::r..'t:nrlut:es•I''Nurlers'.unlp.insuan.c rcyul.d.l "RE Pak *An:.applicant that tIi.vks kr.%.11I mL,t al.0 lilt uLI till:Wetla'a lcIu. Still.0 irly then,Sul ct+•.unlpcasaliun policy ink'niatim 'tl.'rrleuxlxrs Niu,%Lt,nul(his allida5lt in.l:catn.c Ihc%ate il,al.E all 5.ark arid N.:r.laic.utsid t'fltracI.z,n1L+t.uhnil a rc,5 attid.t r::r.ai.an AA:. :C'untractul-.Ihal ch..k Ito.Iut na.s1 at1.wL::15 act.AId1Ilunal sheet s:n.N lrl.'tl..name:•1 the su1•-elalpa:l.rr.and state V.haircr r.r Ina Iltusc.,Il 1i ,lion. .irg.lu,e., II tI.:%LI'-aa:I:..:taro)a5:.uk..cc...Ile.. sans picad.t.l.t: .oak.:,':,•tip.ru:r:'•Loch I 1 um an employer that is providing PvurAers'ronrpensation insurance,fur my cvtj,k,rees. Below is the police and job site in filrmatiun_ 1U'wai-.e company Name: TRPVE.f l3S Polo »or Sell-tits. Lie. :-: 7 Pz'(,tQ QLs- "44l t2{Z.) '_ _ E 1 Lrattun hate: 6/2o/2Z - -- Job Site Address: 1 1 r1A)j.fl �Tjtrl;ET no E 1'C I M'1N Cut State Lip:, OlO(l r1 Attach a copy of the s orkers'compensation policf declaration page(showing;the pulic} number and expiration date). Failure to secure co%era;re as reyuned under MM(,E. c. 152. ;25A is a criminal r minion punishable by a fine up to S1.500.O0 and:or one-year imprisonment.as%sell as cis it penalties in the turns of a SCUP Wl)RK ORDER and a line or up to S25(1.OD a dap against the s tolatut.. A copy'of this statement tray be fi►ruarded to the())lice of lnt estigations of the DIA for insurance ern•crate\erilieatit,It. 1 do hereby certify colder the pains and penalties of perjury that the information provided above is true and correct. Srenature: 4 11-.0-21731-41hs-� 11 1: C9'(U -1.--2- Phone r. Y/3 - o0 S Official use only. Du not write in this area.to he completed by city or town official_ (its or 1'o►sri: Pernlilil.icense t+ Issuing Authority ieirat. one): I. Board of Health 2. Building Department 3_( II'.miss Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other ('onlact Person: Phone 4: S Initial Construction Control Document 11 ,,,, To be submitted with the building permit application by at1.' Registered Design Professional t• \\ik/ff for work per the ninth edition of the Massachusetts State Building Code, 'SO CMR, Section 107. Project Title: Date: ? U �.koL Q.ARh•2 (n-toi/L Property Address: CO Mom.) S7 , cL Q,,ax.e IAA oi.oin Project: Check (x) one or both as applicable: New construction existing Construction Project description: S 1,aUuri)(1.0%, estiL I MA Registration Number: 3W(Z Expiration date: L :am a registered design professional. and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning,: Architectural ,?( tructura] Mechanical Fire Protection ' Electrical Other: for the above named project and that to the best of my knowedge, information; and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,. (78 CM-R). 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 78C 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 responsibilit: regarding the provisions of 760 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'. Enter in the space to the right a "wet- or electronic signature and seal: !)V.L tad Phone number: +-1i3 .-al.3 Lsg Email: Q L. GM ThcLl cc>N Su i---f• Lo,n^, F &iiidi.'g Official.to Only Building Official Name; Permit No.: Date: Vote 1.Indicate with an'x'project design plans;computations and specifications that you prepared or directly supervised_If'other'is :hoses,prop:de a cescripdon. `•.-er=ion 01 C 1 31 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 �Av� t✓F1�nnhc,NA. 41S -a3q - &,ci- ?Nu (ATOM crx.i u..-r.(.an Name(Registrant) Telephone No. e-mail address Registration Number /1 itjc.—av 5�R-�,� >~�cus /lL � 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. ACO DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 06/06/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the 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 CONTACT NAME: Marie Prouix HUB INTERNATIONAL NEW ENGLAND LLC (A/c NE No.Extl: (413)750-7106 (A/C,No): ADDRESS: marie.proulx©hubintemational.com _ 600 LONGWATER DRIVE INSURER(S)AFFORDING COVERAGE _ NAIC# NORWELL MA 02061 INSURER A: TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B: TUROMSHA WILLIAM INSURERC: DBA DESIGN & CONSTRUCTION INSURER D: _ 11 WILLIAMS ST INSURER E: NORTHAMPTON MA 01060 INSURERF: COVERAGES CERTIFICATE NUMBER: 781569 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. ILIRR ADDL SUM TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF POUCY EXP LIMITS (MM/DD/YYYY1 (MMIDD/YYYYI COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JET LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ - - HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X PER H STATUTE ER AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBEREXCLUDED? N/A N/A N/A 7PJUB0653N47921 06/20/2021 06/20/2022 (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 N/A DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Iwd/workers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN J J s Tavern ACCORDANCE WITH THE POLICY PROVISIONS. 99A Main Street AUTHORIZED REPRESENTATIVE )w,(. Florence MA 01062 Daniel M.Crowl'ey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ACO�RD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 06/06/2022 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 CONTACT Tina Beaulieu NAME: Borawski Insurance PHONE (413)586-5011 FAX (413)586-7973 (A/C,No,Ext): (A/C,No): 88 King Street,Suite B E-MAIL tbeaulieu@borawskiinsurance.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060-3257 INSURER A: Atlantic Casualty Insurance Co INSURED INSURER B: William J.Turomsha,DBA:William Turomsha Design&Construction INSURER C: 11 Williams Street INSURER D: INSURER E: Northampton MA 01060 INSURER F: COVERAGES CERTIFICATE NUMBER: 22/23 GL 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 ADDUSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE XI OCCUR DAMAGE TO RENTED 100,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5,000 A L2050041010 05/10/2022 05/10/2023 PERSONAL S ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES pi GENERAL AGGREGATE $ 2,000,000 POLICY [ JE ] 'e r 1—I LOC PRODUCTS-COMP/OP AGG $ 2'000'000 $CT I I OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ 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 Y I N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 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 J J's Tavern ACCORDANCE WITH THE POLICY PROVISIONS. 99 A Main Street AUTHORIZED REPRESENTATIVE Florence MA 01062 -/� -� I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD cit Technics!consulting,inc. 8,•C#aSitingtfia Road. SpLuIgfeid_.ivlassaehuseiLs J f.i On Phone(413)739-3658 A Service-Connected Disabled Veteran Owned Company _rum 1, 2022 Leary Building Company 13 Glendale Woods Drive Southampton, MA 01073 RE-: 99 Main Street Florence,MA Dear Mr. Leary: An eneineering design was requested regarding the repair ofthe:existing.structure of an outdoor canopy located at 99 Main Street in Florence; Massachusetts: This repair is, required due to a high wind event. DESCRIPTION: The subject canopy is a wood built structure of rectangular configuration with dimensions of thirty(30) feet by twenty--four(24) feet. The canot7v is supported with eight(8) 6"x6" nominal dimensioned vertical members spaced at approximately ten (10) foot intervaLs.alona its major length. The vertical are supported by twelve (12) inch diameter circular concrete piers that connect to 3x UVL members. On the day of inspection the Emaineer noted that the canopy structure had been "blown" askew by a high wind event approximately 18.inches at the top of the.vertical'Posts holding the canopy up..The brackets that fastened the posts to the concrete snnotubes did not fail. DESIGN: The canopy must to be relocated to its original position. The Engineer recommends,that new 6".{6"members be used to replace damaged original pasts, The e past anabors s df,be ctulne to the caret.sonotubes with Simpson Strong Tie ('VIZ epoxy Anchorage!using at least 8" long embedment fasteners. The Engineer recommends l f' "galvanized-coarse-threaded prod with nut and washer. For connecting posts to base anchors,the Engineer recommends P lL Simpson Strong Tie Concealed Post Ties(CPZ66Z). Allowable uplift loads with 0.5"x4.75"dowels is 3,5:80 lbs. The"blade"of these connectors should he oriented parallel to the major 1. dimension of the structure. The post will be connected to the anchor with (x3) 1/2" galvanized machine bolts through the blade with allowable uplift loads of 3,565 lbs. For outside corner posts.use:Simpson Strong.Tip. L C.E4 product-_ Postt° beam connection, is done with simpson ACC post caps for intermediate posts, and LCE-4 corner connectors for the 4 corner posts. All fastened with 16d galvanized common nails as per nailing schedule. The Engineer recommends redesigned diagonal braces at top of posts to be 3.6 feet 'long. '.1 OPS\ fit. S rvri_ Ot , atz.4641t12 /i '� .p.,. •• -. et c.., 6/1/2022 ......_ .. --SSmpson Strong-Tie-*--Wood Coffin Connectors -: MPSON A irk Pi irie's'7/I r'V"'fr," /Ake/L.r"Lti.,./ L.A.,IM/in i Post Caps. The universal design of the ICE4 post cap r*----- L-------.4 ,.., provides high capacity while eliminating the ie7—r..--,..............„..._i ; need for rights and lefts.For use with 4x or ; ,-;., ....4;",zia.;--7..g,i:ii-;"- / E f,f—,-, ./,, /r zie ,, IzI.,-44kt 4%,,„tr,,,,,,k,•„.i.r1,04, : i 3 1 2 , &Vows giroter corna=r,verlity. i :rotwpi...,-;-gftw,t. -y..., .4 ,..::.-,z1,-,,A7-'41,.,,,,i„s-Y3,,,fts400--, ie;„,„ 0 ; V Atateriak LOE4—20 gauge: ,--,..; ••••.-4„--;., ,,S;3;,-;;„,,v4.,*"'•',- _ r..-, --' i,,,.,4;v"-•....•Ir."-•pr. c,; ' Kr/ C AC LPC4Z — 18 gauge. ,,,,____ ;;;';',;;; bit '-;-••. ., . co <Yr;••,"," IP" ,. . ..,.....-- to LP06Z-- IV gauge; ..... ;,.-.;•'; . ..,!.p,„ . ,,,-;,- ta RTC—14 gauge ____ . -,,, ra -- ; 14" -- II 7;MAhneta:aticuaonUtrig anti stainless steel. LPCZ See Conosion information,PP02--1-5. -, - ,,e-- ...-- II ,..--- r-CE4, ,-- -----). • Use elf specified fasteners: - --/ ,, .i; 0.1, 4 : . see General Notes ' '•,,. • -'" j''; ; .,,,,--;!•;12`.` ;•'-'-' ., • Install art niodeis in pairs,0,i,....,-/!1 it;-70. r , - ,.1 1 rt,, ., — _ LPCZ— 2!4*beams may be I , • I 11 ; if 0.1 4°'X II rx.,lc,atc ' r" t AC substituted for 0.148*x a"nails -Code=Sea p.11 for Code'Reference Key Chart 1 ..,,m---,4•*1-•-•*.j _ . . 4*--41„..... me.. t4—.— ;;—'7';'-,—..• ;•",,' ;VP7'.4•:,,E0,,,,, ..... x`o,....7,0., ,',Q,:,' ' , s , .9', ;1-•,-Yel:„„,,,;i,-C:•?;i‘ '''''''''-''''''-:0,4.,:;,,,:iii,',. ,-4/,V:r'','-'•'`,',-la 1 • .-q-:- , . t ef,,4' • : . '„P,"",..1--,1.-- 9,V :1.,. 'r, .: t,.„,.,..,. i.,'I,V. . $.....''*,' r..4 ,,,4 ,... r7 ' -'1' '/ ' , ,r.-.‘ ci Cos'`:,-.3/44,r; ,44.' 1. ' - 4 4 '7'7'0 ' ' 'L: -1 ''': I s 1 ...,4 R 1 .. . 1 .,,_ r 3'VP; Typical ICE4 Inataltatian lio'..--, LcE.4 Typical,LRC4Z lnstallaltiort (kx-4x or;fii;lumber) Corner4nstallation ,(mitered corner) (rntered corner) i ;., R — „....,....._ iti ..•-•'. ''''."`';`4,,,-,Bir'.NW,'; ,..ii is--; .:'..,414*,,,, ., ,,,, ., . , ,liy,,,,„.e•7..,'''. 4 41 N't „,---„„<-',''Y -4,,,•-'94kfilit _---_-_---- 4#.ctl..."-jr-r•?:#,.,,.. 14,'..",,;' '.,-'..;,''',1•-..,.-,64.r.,...-1..,,,5 -elii,:.%>;g4171 t_i_ ii 0 `--,36-- - c, — 0 ,----,,-- 0, 2; ','6'."1"li •k, ihb,---:..--, -...,..:. - .N. 9" - 0 i ''''' 1 if,;; -,,,,, ; • •••!•,! !!!!!I 0.-i• ! ..!! !t!;:!:'!ellrq-!!-!!! %;!.) P!,•".4 I i .,!:1 -'--14141 q 1 - Fal • .' I ,• .- , ,. !,• ..iii;A:!2:11;;D••-fit ;:!,1 41'''''.04,,,..'''.. ALV:11;trt,'' "i..1.-',''''4?.'''r• Typical AC4 trist.alletio RTC44 installation RTC44 Installation (scxere cut) (mitered corner) 84 -Simpson Strong-Tie*Wood Construction Connectors SIMPSON AT iI rii"-7ir1 i>r-itt'iTP% Mi.,/L.r1.LLf Lx .0CL r 1 i✓ `i Ctt `' Post Caps: (cont). •:tee products.re:wrritable/with l csrntosmn E For stealer-Stec► nil *any ot these prcxiucds are apprmed for installation protection.For more information,see p.14. fasteners,see p.21. laWili with-Stroxag-Drives S D Connects.*wows. Soo pp.:-.3ail•-.32 for ratio infornaf t. to I Dinteratioets I, Total No.'Fasteners Alawabte Loads(061SP) _ Q. I Model (in:) 1 Min../ (in.) (160) Cade U r No. r Max _ - Rot, W d I Beata Past Uplift Lateral 0 -_.._..... ._ __ _ _ _ _ C 'tom _� fla Mm. )062 3% ., 0182:4'3t 1.745 101t}., _ 0 9 AC4 _ _. _ - _ _. a) 314s '61 Max. {14)0:167_x 316 (14)0.182 x 31t! • 2,490 _ r,irl to N I t / Ali, shn-fp y11 (RI il I.21114? r f ,, tf1t) 4 `` 1 Max (14)0162 s.3 (14)0162 43% 2,490 2,075 -- i 1_CF-d :1,36 (14)(.t62x3A'i (10)8.182z2 Xb 4s969 1.380 5% 6% Min 0)&462 x,I% 865 1.5455 ripp♦♦,, 5.% 8% tax..�.. 14)0;1 x3t 2115 (7 6 9 Min (8)0162 x (C')0.162 z 3rh t,665 t 565 al AC6t11 e. 9 Max. (14)9.1 2 'r11: (1 )0Ut') 31: 't rtrr, 2,459- ►.,__ G .1. 1.-- — ._ ill 1 tPC4Z 34re . 3%._4� .» .. �8}0'14843`- . 0148x^i Y a 155 760 11, Lt'Cfil 5r14c { 5 - t, 4l.148 x 3 4/811148 x 920 1 885 1.Altbarable bads have been increased for.winder earttsgtrako loading with no-tether iota a Awed. ed. 'Radianittibereatharteartslowers. '2. :.r, _a -Net raft::retina r ill ftiffi'x ;Pc1 ii'm t,m-sn r`zi 3.Lateral toad Ls in the direction panel to the b eam. .4,For minimum nailing quantity-and-load values,-hail road holes;for n iexim m raltin9 quantity and load attires, fit all rod and triangular toles. b.Uplitt toads duo not apply to spliced conditions.spliced coriittions must be detailed by the designer to transfer tore:iort pis botweal spliced nue-fiber;by niuis oil tut than the post cap. S.Shtacti ral c mposio lumber columns have sides that show either the:trade Faroe or the edges of the lumber str5hes+xaroots known as the rsettotw taCe 4eiues II the tat**,rattailostailationinto the wide Mora.Seeirechrarsal. bigketfi T-4-S(;:i.C"X-ht at stralgtiacomfor load reductions restating from-renew-face installations. 7.Fasteners:Nail dimensions aro Wed duetni-by kangth.:e pp.21-22'for fastener intorrnatiot. I i Dinteesiorrr, iniat No of Fasteners ier:: OFrcp Uplift t earls SPF Uplift Loads w ! Aleniet 1 011,1 On-) 1 Fr i. (16'9) ra art f 'W L Beam Post Side Beam Main Beam Post Side Beam Main Seam Post {tiltnrrzxiryracx} is I a% a##n4fd1 a 3§ € 062 x31 1.811 7/5 715 1.550 w .,, . .._._'... ....._—.—..._,_, c * iT 4V a . l 43 (1(i)0,162 x,it.+r ' (10)0,161x;+'da. 92'. 1, 0 1,160 , T9' 1,060 1.515 {Sgtrnrecit) ;` __ . a 11 n I I LCE4Zr 5 1 5% (14)0.162x3% i (10)0162x3% R85 76ff il ( redcornet) I , k I I I v i.The allowable mad for ihemitesnF' a cit 4Z+aa -ericn lai linked to the berating of twittered t art:thitpaw and shall be determined to the dsi4 ner, 2:The atcw able r#ovat oad for tile main benm in the agorae-cut FlTCA4 axvieetitr is,Utnited't the dewing of the beam en the post end t be determined by the designer.The riche bairn sitsnratirte dweriloart ii 1,1.70 lb: 3:the c ornbined uplift loads applied to all the beams must not exceed the post atiovaxtledpidt:load 5 d n the tat*. 4.Ct'rnnoctrx t must tnn installed in pairs to achieve hsted loads. 5.Fasteners:Nail dimensions ns are listed diameter by leengtt See pp,21 '22 tot fastener intoan tlon. 85 • Simpson Strong-De.Wood Construction Connectors -SIMMEW 1"4,.rs-rir • - Ail.,t,..-:,-,,,,,...,,,---.. Concealed Post Tie The(,‘RTZ concealed post base provides a clean,concealed look while providing a 1 standoff height above concrete.The 1'standoff reduces --- ,-,.•:trms the potential for decay at the post end and satisfies code reauirernents .E. for posts that are exposed to weather,water splash or in basements. i !':,41$t11§,, CPT442 cz tt t-p4rt of a- .‘..irroafaial banmVi,od tonneterslittat flQfJde Cif..rt2. 1 :Ilttt.., „,:t4Aittl,,r4t;t4: frilfws similar) t!) and WIZ. I '-!IVICAI!!: C • The CPT.2 is tested and load-rated tor dpilit,.downioad and lateral load.. m ri) • Simpson Strong-Tie saves Installerstime by providing all the cli in necessary components to make the post connection in one boxCO400,,, co - (anchors not included). • There are two anchorage solutions available.See tables for information, ' lk... „...---- ..:..ttgi. ' • Solutions have been calculated'per ACt-3i8 to detfiftnine their \---- \'''----- —\VI; illIl allowable load'im diffsert concrete configurations. Material:See table below Finish:Knife plate,washers and standoff base are ZNIAX*-galvanized „ steel.The standoff base has an additional textured,flat black powder- ••••4-:.`'`';',3',.-!"'.'",1".0 4x4 past coat finish tor aesthetic purposes.The W-diameter drift dowels are •7‘itlt,.•,...it...:',.., '.., rnetharticaly galvanized in artteerdarse with As,rnit E3695,.Class,55, $,!,!,!!''..„-:,..,!,ri!„.-',:!4; ',,f1•••,1 —Dowels tC.ITPSI •.,..•tt,."-i:- -tk If substituting 14"-diarrietet bolts,a hol-dip galvanized finish is recommended.Some available in stainless steel(see table). . ._., .,.........•,, installation: ,1-...k. ",rt.A-.:!:•-• 4.5, il:'.....,:::::,,,.'.1..T.,j :, . .,„. • • Use ail specified fasterters:see General Notes 1- '',:•• l'. : *;.,,',.• '',"'„. '''' ;., . , . ::: • 4 i a Moreextensive installation 4-structions areevailable through or ', -. •! - -t,,' -:-. -...,: Literatixe Library vp or by visiting strongtie.com • Post bases do not provide adequate resistance to prevent members s . .. . 'fn' rritating At:1Kx It the tvr,e and ihnelfrrn ntrl not rernernehrien for nat.bramd,or non top-supported installations Typical CPT44Z Installation Codest.See p.1 1 for Cede Reference kw Chart MI These prrxiticis are available With addalunat‹xxukiort protection.;For mere kit seep.14.. ID For wattles&steel tastraiers.see p,21. 0 TT.-- 7. Dimensiensi, I Allowable toads. FE1,tf7,-,.., I Model Nominal/ i i Knife i tilt) i (Ut-fbn 5 Base • Cade o 44n. Rough i in.i Plate t i A„hv. I Post i ! 1 Ref. Le ' w ' "UPON • Down ; ri 1, _ i -Utlit i ilk i QtY- ; 'Type` (-abi, : (44) 41.43 ) ' , 11301 ', ! ' i W'x 24-i•dowel 3,oas ' , . imp 1 cP1447 t Ittl 1 12 to i 3y, , at+ 1 2 14 I a , t A;4!..,' i 600 '. i-', •1:72, 1 1 i trig"MB I'M() ry. . , • t--- + — t i Si ; Cli166/. Nti l 12 10 t Vi . . 5% i 2 1„,,, l ,,t I__14'"3/4*dc'wel .'") 4:':g,.•$,..1:24.H''''''''''';'"'".::4 651 it 102', IBC, 4KP Atili! ,. .;:-- ..!:1 . dowel : :!, FL.LA .a as 1..' zzt 1111 1 CF'T88T I 8x8 I 12 10 I 71/4 I 714 I 2 * I 3 I 22,805 t 740 I 1,080 1 I 1 ___l_. i ,.. ___ ....L., ....L. [ te'''MR 4,flet; t J.- i I I 1.—. (:). 4.3 i,Uplift tow*have.twee ihoseseriftet eArthgte*e or wintfkvolleglaith4no further,tha4eats‘e allowed.Reduce where other feels govern. 2.Doenloacts shell be reduced where limited,by capanity-ct the post. 3,CPTZ concealed post ties arc supplied with( lie-diarreAer dewei pim.Alternative lk"-clizxneter hex. or srvare-haaO madlincr bolts may be used.for keds listed, 4.Lag seews or carnage bolts are not permitted. S.Structural congansite luinher columns have sides that show either the wide face or the edges of the turrber strands/veneers,l'',;.x'il :l 0:Aifriti': .the fastr,o4.-11,,if$trio,7C,pli'KI10..jN7 Alt),jki i,ii‘mily be in6laikert.0-7 thr:'f'•;1{':10 ,.i..1 ,.'2. ':-.1'...t0:'',A.X.Nrrg....Y iA4PPin.!,..;' :i i,1 M;''',-?:Mr.,,j,:-..,intoqn“ww: 70 ' r fi : • �1�t it i ~1"<Yl ^vs"—'7 '.,r 1 L. Concealed Post.Tie (cont.). Anchor Option f — Anchor Option 2 — �CJ I L. re I'4 P..Jt u c`'s vv I L. 'JCl)L i i.I Vi v r'i ,iivI[AVG% Mt An�ri Adhesive ��.i i Allowable Open Wt" 1 "(srs'r' ' Distance ` Anchorage +J Model Embed, Edge No. (in.d Dsatanee Anchorage # (e gncrarked� Cr ked cp 1z "� ( / CPTZ 5= Uncracked • Cracked Corner Flush Edge ° 1 CPT44Z 2% 405 3,035 t,#113ti/--1- , .. j - ,>>• 1,270 y>i coo t34 7 - I '2A0' _I I dfi, 7r0§ E t,Pi887 7 35 1.450 ..: c,," - i„% * e ;5� *w r iC afl w r�r.- (P1441 6r 4 3 {# "3 Ott0 .3 E03F � �����,:��.� ���y�gt .�� � � t 4 . �,�.,� ,.., � f��'1ECf � b - Er 53�7 � 4;i10 � CPT441 5 8�t 1,185 3(t35 5 5- .2,025 1 C2b 1  I 1 t_PT118Z Pi 5 390 J 1 310 ' t CP1881 5 i C 2,430 1,945 1 t roc. ,ta' 7'• �Tt.,; x ;, k `,-, _. r fib, -.t 'fir ,s. K -^x r d H "t f4 t [ 5 :' k f, 1' Gf 1441 ! a 3 94.i o to t 3,035 . u� ,n i CPTS&Z - r 14, 3,8 3 0 } CP1447 9 4,005 t 035 4 ".-4 ky, 1 ,,o,,t' - 8 .F Y ..ter t a pia t 4 ` ... °t'F'' ' 'F G i--- 1 i - - I.. 1 ---t I CP1442 ' 5 f s s,f10 I 4,135 ifl5 ``1 Ci-iHaiL J tlx 11 to 5 440 4 3att j,si .9Pw i ..',,• F. ,* t r ..a,,v,r' --, -`c.c a>Ank ....Sv,d0.; a02,46-la "4. t- r r f n # s CPtE2$Z i ;t ! 4a 1 5. 4,1t1t 1 ti1'.' GPT44Z i 5 t 4 ��°'1.560 : 1.245 3,035 i i C 7• / 5 I - -•% , i d§a? '1#8'a t "1,-Y�ikt ar Ail toaid,arr,czlc^ailaatt per At - .Dwithreference Zr a - - r, to mice and uncxacked concrete and Are £tufted for wind and 1� ittdtnete ucc;nl pedotisdt t ,�' at .£sit, lCatt4 e1&E3:i aitablt•~`e• .are<, aaatt " 4 ` to deb sod one-and two family ciwe�a gs tea S C;paer tf3C-, CPT441 5 a R 2.015 t G20 3 0366 sect'. t 1613.No further sncre ases allowed. CP1b(Q 5 4 4";;. 1,.$35sr- 1,550 `r1 a, 2 Fde•dish artce is rcnrsidored to be rn tired from a center lice 7411170 c aae. s ,fit a x rn of nearest anchor bolt tca:the-etiget of t ancAete. t ""..... t I 1 '''"" L. '•'— 1 ..:"rr.-_.1 3. '• rimed and or embecimeren will also achieve the •.n; en 1.1 Jbwtable uplift loads are calculated per At i 31 i•1 tt with aeference to , el kids horn the CPTZ table on p.10. smelted assd onoca ed cxxx4ete aildaroqualltied for Windand' r t 4,.rtAir['ahtan dttrionsim am tot arichorade-only,Foundation. Lleftign.Calr'tgonns 11.Allovallatolowia aro also ebb stun to-eternal/id deem (size and reeataroxtentxyt#* u_1torvastr #cfigrt ono-and two-familyty d . tG.in`iEr C. IfX,S dix*a r#;,t:Noll Ober- prefe; ;rear:s j alternative embedhaent,footing sem, inc eses£glowed.: and at&C&Or bolt. 2,Edge distance is conaidr read to be rnnast/ed from the crintri tine of the nearest ander bolt to the edge of c ontseie, 3.Feundatton dimsanssctras are for anchorage only.Foundation design CPT44Z=1 ahM islet and reinicrr'comeret by designer Zito registered design proles;siorkd CPT66Z and CPi 8t3Z=21/4" trkly,specify alternative embadnfant,fatting size,and antor bolt, 1.-,-«, u i.aaieste nays in Fzi ixa t,ttnn;r -ri rdis ciige mauniions ,.,-} 1"... afro C;f f4 Z 3051b„CPIGGt ;i701b., r Ira and fgr#Z.,-7, /b.F-er at ottm t i its sage C P17 SEr " � F Z=t4ra" i . cor,S I-XP nchorar azsucr, CFtT .arkf'C#�18&X- ;' r t 1, th e the'allowable loads Kim the 1-1*( n� " t` 1 Circular Pedestal CPTZ table above. ^t. � 1.4. 1-7-1 Edge Distance I.b.Concrete ete shall NMI a J minimum torttpra, svo strength off ..2 E psi Edge \ r Pest- ti f ..� .'-�--%R ', w. 9 f PT44Z=1R'i4, c 447-t* s ,'tt ,. CP1ftfaZalit CP68-F-2" , , it 1 E ti r t Pf t387£ t CPT#8Z=2hk` ---. 4,i, a'..} t- Ps942„1" C1TTcn11 pttt �t f *l CPTtstiZ=Pas' Ii. --.� CPT88Z=214 `�-''a" �i f t Post i i. Corner Flush Edge Nt # 4. I_•. -; . - ,� v �"-, , j 1 � a, AP• .'t Corner_laleer Edge corer j W fi .,. / (away from nt tr) Installation Ciretlla.Pe Edge--.1 CPU Mite plate 7i