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HomeMy WebLinkAboutBLDR-23-11040 #67 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 _ 508-398-2231 ext. 1261 Fax 508-398-083y Massachusetts State Building Code, 780 CMR ',_ IAA 11/. Building Permit Application To Construct, Repair, Renovate Or Demolish :: ,i a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: £c)C- 2-3 -`/i?YDDate Applied: Building Official(Print Name) Signa r Date SECTION 1:SITE INFORMATION 1-.1 Property Address: 1.2 Assessors Map&Parcel Numbers V fp f 56,4. 9-j Soa�C, dare l^ 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public 0 Private 0 Poie!— Check if ye Municipal❑ On site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: jj / / Ip�9 ifL, 5#, 5oy7L_ c/G�(r-Kcc 1L i / Name(Print) City,State,ZIP v 50 Totanne Caccic — , 7Z(0i Uc�cf,c ZZ Lotvx..a,1 .neA- No.and Street Telephone� Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other ❑ Specify: Brief Description of Proposed Work2: c'.ou Act,ak:.o�l r c d` 4- ca , 5,-&Wkd1 /. te a e tL t..ecc k)v.& C.co—?r ci t'F kir.e 'IJui tdi�) ,,,;,Deli cis a ccn �e,r. `$le ,r oc . cu .�cicxi-%o v. coil ., k�a&<, ,, y.. nP CkLrn 01 VV SECTION 4: ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1. Building Permit Fee: $Q_Indicate how fee is determined: 2.Electrical $ £Standard City/Town Application Fee 0 Total Project Cost3dkIts�x multiplier x 3.Plumbing $ 2. Other Fees: $ /� ((� 4.Mechanical (HVAC) $ List: ,/ 5.Mechanical (Fire .1)`1,11 v Suppression) $ 1-T Total All Feca:$ Check lv o. V •.� IIP c Amount: Cash uPt/: 1 b.Total Project Cost: $ l�t Ana p paid'inFull w-_._.. Outstanding Balance ue: j S �` MAY 26 2023 U\� � � 40 B iR re StARTmEN By: • SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) A � CS-1Iift) ��/�a�aoa-t. M(14-y+rl License Number Expiration Date Name of CSL Il'older List CSL Type(see below) v FVLFae.t-4 No.and Street Type Description +ti•P Unrestricted(Buildings up to 35,000 Cu. ft.) O' L 3L R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 50gC-a%O-`ffi/7Ott I ) Insulation Telephone Email address • D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name pe•-•"4-e0-c e Tn vP -Sul Yrnu1- or"�ri� Y'S A-QC' . 7- 9/5 �� C � s No. and Street (a+c Email address Via-not 6 Mw+ 1)21—cz. 1 gt>c<-2KC— 617y City/Town, State,ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit 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. Signed Affidavit Attached? Yes 0 No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize p,A_(/u, n et s Z2 vim^f et S �` L(P to act on my behalf, in all matters relative to work authorized by this building permit application. I�anr'e �AS'S I Y (�y�,x� Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this a • ation is true and accurate to the best of my knowledge and understanding. S( / ate 2-,.?Print Owner's or A orized Agent's Name(Electronic Signature) ate NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.2ov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: • Total floor area(sq.ft.) (including garage, finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" a The Commonwealth of Massachusetts �J —:�ik- Department of Industrial Accidents I Congress Street, Suite 100 ' Boston, MA 02114-2017 :. 'y�� www,mass.g ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. A licant Information PIease Print LeQibl ame (Business/Organization/Individual): 4 . L a v1o,ruc f`,p LA l.Lc Address: /b p 1 f1/ ' F l�CiY7EWC - etzW = V t T, ` is • City/State/Zip: rn l Phone #: k _6621 �' SO��Z1 Are ou an employer?Check the appropriate box: i. i am a employer with e— employees(full and/or part-time).* Type of project(required): p ) 7. _ New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp. insurance required.] 8. Remodeling 3.❑I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9 ❑ Demolition �/ 4._ I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 El Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑ Electrical repairs or additions proprietors with no employees. 5.01 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 12'DI Plumbing repairs or additions These sub-contractors have employees and have workers'comp. insurance.t 13.❑Roof repairs 6.El We are a corporation and its officers have exercised their right of exemption per MfGL c. 1 4•❑Other 152,§1(4),and we have no employees. [No workers'comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 1 CO TO) Policy#or Self-ins. Lic.#: C L'Z�C l c 441 T-1 Expiration Date: j f Z©Z Job Site Address: d bete Si-. 0t„t ate/Zip: Attach a copy of the workers' compensati n policy decla tion page the policynumber and expiration date Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00) and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi tender the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: i Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Ac©OI CERTIFICATE OF LIABILITY INSURANCE DATE(MMID°"""Y) koo...►'' 05/17/2023 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 polioy(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 CONTA& Chastity Vincent Wolpert Insurance Agency,Inc. PHONE (508)459-4700 FAX 18 John Street Place E-MAIL ,Ext): (A/C,No): No (508)755-1724 ADDRESS: certificateste�wolpert.com INSURER(S)AFFORDING COVERAGE NAIC# Worcester MA 01609 INSURER A: Main Street America Assurance Co. 29939 INSURED INSURER B: NGM Insurance Co. 14788 D.A.M.Construction LLC INSURER C: Guard Insurance Group 28 Alberti Way INSURER D: INSURER E: Centerville MA 02632 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2351644930 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. ILTRR TYPE OF INSURANCE NSD Wvp. POLICY NUMBER POLICY EFF POLICY EXP �C COMMERCIAL GENERAL LIABILITY SDI t � LIMITSI EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ 500,000 MED EXP(Any one person) $ 10,000 A MPJ4010D 06/14/2022 06/14/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRO- POLICY ECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employment Practices $ 10,000 AUTOMOBILELWBIUTY COMBINED SINGLE LIMIT $ 500,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B — OWNED SCHEDULED M1J3157A 02/03/2023 02/03/2024 BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS XHIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY X AUTOS ONLY (Per accident) $ Included $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ �- EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'UABIUTY Y/N STATUTE ER C ANY PROPRIETOR/PARTNER/EXECUTIVE N/A DAWC410134 05/16/2023 05/16/2024100,000 OFFICER/MEMBER EXCLUDED? I I E.L.EACHACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached Ir more space Is required) Coverages subject to policy forms and conditions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 28 AUTHORIZED REPRESENTATIVE t- 1� South Yarmouth MA 02664 i.!6x_"t'X4 (r_rr;,..: I Q 1988-2015 ACORD CORPORATION. All rights--^erve 1. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G. L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 5ch.fft.t. $f 5 ( A1. 9ay ?ava-1`l�. Work Address Is to be disposed of at the following location: Sl t Gar` 4142 y Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. jtrco,r i' ta ---2,/ -7Z- , 1 7/249'45 Signature of Applicant Date Permit No. 1 1 TOWN OF YARMOUTH o14 . t 1146 ROU'i'E 28 SOUTH YARMOUTH MASSACHUSETTS 02664-4451 `..%)a z NATTA M te�►E3 �Gi, ` Telephone(508) 398 2231,Eat. 1250—Fax(508)760-4830 Engineering and Surveying Division Building Permit Review Residential and/or Commercial.Buildings Name of Applicant: DA/arri Telephone or Email Address: JC.'�tx�(Y�c�,l��h l��p 6�Iw�oi -C o ��©B= 2�t — ps-21 Proposed Building Location:'"tP T- sett.. 5 t- S ocutl, arro4l. Date Submitted. TueSc1. , may 2.; Requirements for review: Please submit one(1)copy of plans.to include 1. For Residential: Site Plan showing proposed and/or existing buildings. proposed contours with bench mark,water service location,and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review, if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian. 2. House or Building- Floor Plan(s) and Elevation Plan(s) 3. One(I) copy of application. Reviewed By: I (1\rtDate: N/51.5 PLEASE NOTE Comments/Conditions: `--i,m irtem, St IL off -t, Q net �cvutt'e_ ^Elodo . MUM 61\ % c)(C%r \\r , . ?nnted on Recycled Paper • ..... • ' ......... . . 1171, i . 77 = - ' T Y • I I (7:. 02fe, fl\\..., • qqZ, r7 . • • 41 N ••7,, "•,, • . . •• :-..;.••=2• • " • • • • • • • r • • • • • • • • • • • • • • . • • Licensee Details Demographic Information Full Name: DWAYNE MARTIN Owner Name: License Address Information City: CENTERVILLE State: MA Zipcode: 02632 Country: United States License Information License No: CS-118026 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: Issue Date: 3/24/2023 Expiration Date: 10/12/2026 License Status: Active Today's Date: 5/26/2023 Secondary License Type: Doing Business As: Status Change Reason: License Issuance Prerequisite Information mm No Prerequisite Information -- _ _ __, No Available Documents . 0 .., .,„.,... .. ... co m fp cl) c-2 ,4,. . ,),,,Ad., — 5• u) X 10 :, = 6 ' MAIWANA 0 i .,,,,ik D a) 0 N 4t k.....,.- ...,. , (. a) ti an ....... co CD ....• Cl) "DD >°D C0 (0 mik :t...-.k.', . n V . . CD I .P.• 23 moor* m • • . ... - -- - CD = r,0 .• 0-1 SD * su K OI K w 4. m 0 . 0 m 1...) cm x 0 c.„ 0 0 ... o > r m 3 m cx) .:........ .... .. , .. ..... .... „.,,,, , . ....,..„. .... . ,, .. 13 ....... ,--- \ „,p. mew , .. .-"" \ylk 2) , ,c3 cD r- = ) .. ..,-• . . \N.•, A ..• ,.. = .k.1.," 0 \o ii—p, Cl) tr. ri f 100 f c<\ TOWN OF YARMOUTH HEALTH DEPARTMENT RECEIVED PERMIT APPLICATION SIGN OFF TRANSMITTAL SH T �� 17 2023 To be completed by Applicant: HEALTH DEPT. Building Site Location: 5 nit, $-/ yar siA o 11I'94 c 2.44- Proposed Improvement: I.0 cte.C,h9 oplei f(t tl- .�. b. (( [v j( OS elCAa A&ems ltb( ,ate, .ovN. O frtd- - � Applicant: (DiAdi`f wd 4' 74. Tel. No.: 41- 07 ' Address: 2, 2-g- 414 ye{ k way Cevd—c\r /1e_ /yla C 4,i Date Filed: 5/i ji3 J **If you would like e-mail notification of sign off please provide e-mail address: Dann Gc -4f...ctonc Owner Name: 3 r,von CC)C5 iks �1J Owner Address: 6 5,0afk. S%riik c ✓v40,,;ik Owner Tel. No.: 90'~-4'3 0;" RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: 70,v,...to —� DATE: 2 A COMMENTS/CONDITIONS: PLEASE NOTE ..............,...,t- • . , g 1 .P 1 w aii 1B 1 . r---' ,--/ 11 . i , 1 i . . . 1 i . i r 1 1 . F.. , 1 .„ , .: .4. ' i 4 1 i 1 1 1. 1 „mum 4. iI c-- R2 1 1 , 1 c° 1 i I r I 1 " I! ., /_, ,4 >_, • ' N_ //'‘• -11,- " . (;) , :, • 2 . , :. .... :�: . @ . 1 E 0 6 ¢ ■ . § � 1 4. . § � { . § 7 ( I it . � . � ■ � i 4 2 | ^ \ \ . 0 ..., CA ., s7 g P , gl g . [ I 7 . • —11M r"--- r--- . . .. i 1.1 L -.1 -n ). 0 s.....„.• --' -s. 9 )1. T ' \orA1 y....\ '...) 41 I .. i, iRk. , C.*? I 17 a t 1 w , w [ r......7 _ c.. . ,.,..,.. 1 . , , [F,.. .., it ll II I'IP/. 4 . . cri), ! .. . , S(P c c) Gkrt RECEIVED COASTAL JUN 20 2023 engineering co. BUILDING DEPARTMENT By: -- June 16. 2023 (Revision 1) Project No: C23062.01 DAM Construction Attn.: Dwayne Martin 100 Independence Drive; Suite 7-915 Hyannis, MA 02601 508-221-0821 VIA EMAIL: Subject: Structural-Engineering Consultation 67 South Street,South Yarmouth, MA Mr. Martin, Per your request and subsequent authorization, personal from Coastal Engineering Company, Inc. (CEC) visited the subject property on June 3, 2023 to make visual observations of the existing foundation and sloping floors near the south end of the building. The following is a summary of the CEC observations, and associated structural-engineering assessment and recommendations. For the purposes of this report, the direction "north" shall refer to the direction that is parallel to South Street, and that, for a person standing on South Street who is looking at the subject building, points right. The directions "south", "east" and "west" shall follow accordingly. Limits of the Investigation Observations, and associated assessments and recommendations, are limited to those that could be discerned from areas that were accessible during the site visit. During the site visit, the interior of the building was accessible but building framing was covered in building finishes. The building has no basement, but has a very small crawlspace that is intended to be accessed from a very small exterior opening on the south side of the building. CEC made observations of the crawlspace from the exterior of the building through this opening, but did not try to enter the crawlspace due to the difficulty that would have been required by its small size. CEC observations during the site visits were visual and tactile in nature and did not include material coring, sampling, and/or testing. 67 South Street,South Yarmouth MA Page 2 of 6 General Description of Building: The building is a small, perhaps 500-square-foot single-story wood-framed cottage. An image is shown on attached Photo 0. Observations: As pointed out by the client and as confirmed by CEC during the site visit, the floors of the cottage slope significantly at the south end of the building, specifically in the area of the east-to-west-oriented south exterior wall to an east-to-west-oriented line approximately 7 feet north of the south exterior wall (Photo la). Within this area, the floors slope down to the south,with the floor elevation at the south exterior wall approximately 3"-4" lower than the floor elevation 7 feet north of the south exterior wall. (North of this area, the floors are relatively level.) Observations from outside the building find that the existing foundation in this area is comprised of discontinuous, shallow CMU (concrete blocks). The CMU are either resting directly atop the soils or are buried a small amount (e.g., 31. An approximate 6"x6" sill rests atop the CMU and spans the gaps between CMU. The gaps are several feet in length (e.g., 2 feet, 5 feet). Under the south exterior wall,the sill is significantly deteriorated to the extent that it has crushed (Photo ib), resulting in the approximate 3"-4" of floor settlement that was observed within the building. Grades in the vicinity of the south exterior are only approximately 1" lower than the top of CMU blocks and the bottom of sill. Grades south of the south exterior wall are generally higher than the grades near the south exterior wall. Assessment: The discontinuous, shallow CMU foundation is a style of inexpensive foundation that can sometimes be found on Cape Cod for similarly-sized cottages that were originally constructed as light-duty, seasonal vacation homes. They pre-date modern Building Code standards for durability against settlement and frost protection. This style of foundation would not be allowed for construction of a new building under current Building Code standards. Similarly, the very small vertical distance between the soil grade and the sill of the building (approximately 11 predates modern Building Code standards for durability against wood decay for non- pressure-treated (or otherwise decay-resistant) lumber. It is unclear whether this small vertical distance is that of the original construction or if it was once larger but has been reduced due to settlement of the foundation blocks. What is clear is that the majority (if not all) of the observed floor settlement is due to the deterioration and subsequent crushing of the sill beam. Furthermore, it is highly likely that the sill deterioration is due to the very small vertical distance between the soil grades and the sill (the sill is wetted by ricocheting rainwater). It is also possible that the higher site grades to the south tend to pitch rainwater northward toward the building, resulting in additional sill wetting. -- -..th Sawn t SouthYarmouth_.r��, ,arrnauth MA Pave 3 of Recommendations: The most durable solution is to raise the building such that the sill is at least 8" above the adjacent soil grades, and to install a cast-in-place concrete foundation that meets current Building Code standards, and to replace the sill. However, it is acknowledged that this solution is both costly and (arguably) overkill for the circumstances, which involve settlement of only a localized portion of the building, and do not involve the majority of the building area. Thus. an alternate solution is nrese_nted below: Use jacks to raise the south exterior wall to level (or near level)with the floors to the north. To prevent damage to other framing members and to limit damage to building finish materials, jack only in small increments (e.g., W' at a time) and wait one to two weeks between jacking increments. If there is concern that other framing materials will break with successive jacking increments, cease jacking (or wait additional time before attempting to jack again). Install new sonotube-style concrete piers in the locations described shown on attached Sketch 2. • Each new concrete pier shall be placed on compacted soil 4 feet below grade. • Each new concrete pier under the sills (under the exterior walls) shall be 10" diameter minimum. • Each new concrete pier interior of the sills shall be 12" diameter minimum. Add pressure-treated shims as required to ensure there is bearing between the existing framing beam and the new piers. Install new sections of double 2x6 pressure-treated sill beams atop the new piers as shown on Sketch 2. Ensure that the east-to-west-oriented floor joists are 2x6 spaced no more than 16" on center and that they are in good condition. If any joists are deteriorated, replace them with new pressure-treated 2x6 joists. If the joists are spaced more than 16" on center, then add new 2x6 pressure-treated joists so that the spacing between joists is no more than 16". (For improved floor stiffness, CEC recommends 12" maximum joist spacing to remove some of the floor bounciness.) Sheath the lower portions of the exterior walls with pressure-treated plywood. Note that this solution does not involve raising the total building elevation, therefore the proximity of the wood to the soil grades will continue to result in frequent wetting of the sill beam as well as adjacent wood (plywood sheathing, etc.). This solution does call for these structural wood materials to be pressure-treated, and the pressure-treatment is likely to provide good protection against wood decay for many (perhaps 20) years. However, subjected to continual wetting for enough time, even the pressure- treated wood can be expected to require replacement again at a future date. Continuing with the subject of wetting, regrading and/or new drainage structures in the yard that is south of the building may be employed to reduce the amount of rainwater that flows toward the building, thereby reducing the associated detrimental affects on the sill. Design of grades and drainage structures are beyond the scope of this report. • ! Thank you, �' � �1 T_ Coastal Engineering Company, Inc. u•N AN Kevin Donovan, S.E. TURAL `� No.48972 Structural Engineering Division Project Manager fa •I'F ,o A, F Gi S T e� \4;/ G:\C231C23062.01-DAM Construction-STR\Reports SS�ONAL j� 67 South Street,South Yarmouth MA Page 4 of 6 _-- - - < ` ...,—"-; :' `- _ _ _ . 1 . ' y . I I ' I • is 11 s - +. . _ - Photo 0: 67 South Street, South Yarmouth MA (photo circa 2019 courtesy of Google Earth) 67 South Street,South Yarmouth MA Page 5 of 6 isits 1411111111107. II■■� ' - I*, i., ifi' , i . a Is 1. i .. Isloiarran....-_, f, Photo la: Interior of cottage looking south at south exterior wall and sloping floors ,x •,, s` , € s .- , S 1.Fr w .a-- Fl � ice. 7 s�� 4 (A` - 3; � ADD _- .T ` � " M r7 3 r .44141 Photo lb: Existing discontinuous, shallow CMU foundation and deteriorated sill along south exterior wall COASTAL Professional Engincer and cos I t I ENGINEERING Land Seers o Page 6 of 6 SHEET NO. OF COMPANY,INC CALCULATED BY )e rvI J /p DATE G/1 S ! 4->5Z- 508-255-6511 FAX:508-255-6700 www.CoastalEngineeringCompany.com 260 Cranberry Highway,Orleans,MA 02653 CHECKED BY DATE 24 Route 6A,Unit 3,Sandwich,MA 9 Amelia Drive,Nantucket,MA SCALE -- + N€w le D)Ar r ` -,;.R. Crviare } ( i F t -Ttc',-:jukieme , :,....}:. . . ,f, - of .r ..,...,_....., ..,...... .... _____ . . . r., . , . . . , _i____14_,4%',L;,.I.T__111-4.',..4: '1', l4i /..---0-3H-r:f-A --, 200_0 _ _ , i }t" v • 6202,1 / er. 14\�//�G lr f 1 8 T Q 1 C 1 2 8 Nt 1 3 0 q1 S I 1 ! 4 F g 00 . I 1 x E . 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