Loading...
HomeMy WebLinkAboutBLD-19-190 af•YgR BUILDING PERMIT APPLICATION - *It: . e APPLICATION TO CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE,OCCUPANCY OF, .- i i , OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. ++1 ( 0, R Z Town of Yarmouth Building Department 1 146 Route 28 • Yarmouth, MA 02664-1492 Tel: 508-398-2231 ext. 1261 Fax 508-398-0836 — Y/t 4 �` 1a.,�� Office Use O�nlyyy Planning Board Information Assessors Department Information: ation: LoR E Ci Perrmt Nb: ` Obrig Plan Type Map L �y Endorsement Date sat / if ccD Permit Fee $ Jll / Recording Date New Deposit Rec'd. $ IS' Date_ Plan No. 1.4 Property Dimensions: BUILDING DEPART v1ENT • Net Due $ s\ S Other Lot Area(sf) Frontage 04 "9 --}m CAVraQa This Section for Office Use Only Building Permit NumberI Date Issued: ,--� y' - 6- 1 F Certificate of Occupancy------C. _._"a Signature: a* g r (' df r Building Official Date Is Is not "?eqt red.__--- Section 1 -Site Information 1 811 C 2 5 2018. S 1.1 Property Address: 1.2 Zoning Information: �� 22-2 �J vsit 4 B111_ I LDif,-,G-614i1<:. 9 Jr id cit F y own rs pall. Zoning District L-Proposed Use" --:- 1.3 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.4 Water Supply(M.O.L C.40.S 54) 1.5 Flood Zone Information: Canmenta: Public Private Zone: BFE Section 2-Property Ownership/Authorized Agent I / �[ / 2.1,Qwner of Records /! 1 �(/J''^ rya/M�L7DvH^^ plvitv6��""01‘•-(5"'sr 1X54Ss-tL fend &JanJkrrc%•r v;; t ,°::Ciliary 9 !o /Jiin.q.,re 6 ,...u.. AZs'l5L Nameee (print)p�� � Mailing/Adddreess: cur 34efaM O !/ T 7“ 065a Signature Telephone Telephone 2.2 Authorized Agent:/ / 611'A1 &4P6 hit /041 dor MPash-th i ZL kw-. fit- V _ Nam}(pH Mailing Address: //1( co rvk 9V ff Iftr CLOS Ioncprs1rucjionQ p4w,c crn Signat Telephone flee Section 3-Construction Services 3.1 L en co stnsctlon meridian Not Applicable i] ►45 ,rr Sus �H. License Number 5'S— Snarl / 41 4y.&.++F, i—u-- 0.24/I Olt!1 Z Adtlr�e/s�fj /�Q !'� b� act-fil 'fly Expiration Dgte Signature Telephone ill j. u . a 1 of OVER • • (• 3.2 Registered Home Improvement Contractor. , Comt5;11 ami f4 ,/� G-d Not Applicable ❑ I�JJLL {y{y�`//lI1] Cyv4 Addr ssRe istration Number p.$9, A Of- asi. �<f� ea- cliff- l z3 Exp�ir�/tIon Date Signature . Telephone ddl c $Q20 it Section 4-Workers'Compensation Insurance Affidavit(M.O.1.c. 152 S 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 ....cam No Section 5- Professional Design and Construction Services-for Buildings and Structures Subject to Construction Control Pursuant to 780 CMR 116(containing more than 35,000 c.f. of enclosed space) Section 5.1 Registered Architect: Not Applicable ❑ Name(Registrant)t Registration Number Address Expiration Date Signature Telephone Section 5.2 Registered Professional Engineer(s) Name Area of Responsibility Address Registration Number Signature Telephone Expiration Data Name Area of Responsibility • Address Registration Number Signature Telephone Expiration Date Name ' Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Section 5.3 General Contractor Not Applicable ❑ Company Name Person Responsible for Construction Address Signature Telephone 2 01 4 • Section 6- Description of Proposed Work(check all applicable) • ' New Construction ❑ (for multiple family only) No.of Bedrooms (for multiple family only) No.of Bathrooms Existing Bldg. al-Repair(s) eri Alterations ❑ Addition U Accessory Bldg. ❑ Type Demolition Other Specify: Brief Description of Proposed Work: iO�fr.,a/r'S 1- A (, ,d) SJdeM 41-4 -a ‘ariavyf 12•47 K y16 h c{aL(kat Section 7- Use Group and Construction Type Building Use Group(Check as applicapable) Construction Type • A ASSEMBLY ❑ A-I ❑ A-2 ❑ A-3 ❑ IA ❑ A4 ❑ A-5 ❑ 113 ❑ B BUSINESS ❑ 2A ❑ E EDUCATIONAL ❑ 28 ❑ F FACTORY ❑ F-1 ❑ F-2 ❑ 2C ❑ H HIGH HAZARD ❑ 3A ❑ I INSTITUTIONAL U I.I ❑ 1-2 ❑ 1.3 ❑ as ❑ M MERCHANTILE ❑ 4 ❑ R RESIDENTIAL ❑ 11-1 ❑ R-2 ❑ R-3 ❑ SA ❑ S STORAGE ❑ S-1 ❑ S-2 ❑ /� se U U UTILITY l,W SPECIFY: ern /11Y1 (7Pt M MIXED USE U SPECIFY: II S SPECIAL USE ❑ SPECIFY: Complete this section if existing building undergoing renovations,additions and/or change Iri use. Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34 Proposed Hazard Index 780 CMR 34 Section 8 Building Height and Area Building Area Existing(if applicable) Proposed Number of Hoon or stones Include basement levels hi- P 0 Ivy Floor Area per Floor(s0 '7 74* F� 's Total Area All Floors(sI) '2u AL 7t to Total Height(ft) 13 • 1-' tee Section 9-STRUCTURAL PEER REVIEW(780CMR 110 11) Independent Structural Engineering Structural Peer Review Required Yes No SECTION 10a OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT • I, ,as Owner of the subject property, hereby authorize c57-14- 14 1, to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 3 of 4 OVER SECTION / 10/bb OWNER/AUTHORIZED AGENT DECLARATION I, I J t 0C.ors An, , as Owner/Authorized Agent hereby declare that the statements and information on the forgoing application are true and acurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. -13 /I1 evi 4h , • . Print N Signature of Owner Agent Date Section 11 -ESTIMATED CONSTRUCTION COSTS Item • Estimated Cost(Dollars)to be completed by permit applicant I.Building 2ti 6'W 6✓. `e-ei 2.Electrical 3.Plumbing/Gas • 4.Mechanical(HVAC) 5.Fire Protection 6.Total.(1+2+3+4+5) 7.Total Square FL Mr now aucuss a amen+) Check Below ❑ Conservation-Commission Filing (if applicable) ❑ Old Kings Highway&Historical Commission approval (if applicable) 4 of 4 ' Ifi4 • The Commonwealth of Massachusetts • t. ,� Department of Industrial Accidents • _; �'= Office of Investigations � �;;_ • 600 Washington Street • —: Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information twins Please Print Legibly Name(Busress/orgxnimtioa/[adividual): f� ,)/ t whn 4,1004, c_01410.4.4, Address: /d.0, 4ay /35- City/State/Zip: 35.City/State/Zip: edilAtAc74 mt_ Entry' Phone#: 07c-- In i tC7 Are you an employer?Cheek the appropriate box: 1.121—am a employer with t 1 4. CI lam a general contractor and! T of project(required): employees(fail and/or part-time).* have hired the sub-contractors 6. 0 New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. 'BIGmodeling ship and have no employees These sub-contactors have working for me in any capacity. employees and have workers' g' 0 Demolition [No workers'comp. insurance comp. insurance.t 9. 0 Building addition 3.0 required] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions I am a homeowner doing all work officers have exercised their myself. [No workers'comp. right of exemption per MGL 11.0 Plumbing repairs or additions 3a.0insurance required.]1 C. 152,41(4),and we have no 12.0 Roof repairs I am a homeowner acting as a employees.[No workers' 13.0 Other general contractor(refer to#4) comp.insurance required] 'My appliaot that checks box#I must also fill out the section below showing their workers'compensniod itoiicy information. t HOmneowners who submit this affidavit indicating they are doing all work and then hiremustsumit a new affidavit indicating such. tContscters that check this box must attached an additional sheet showing the name of rub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below it the policy andJob site information /� Insurance Company Name: i4. 1'. `5• Neil g vl a'h A S MA act 4 Policy#or Self-ins. Lic.#: give_ yua7413tf '9217 & Expiration Date:1A4 �elit Job Site Address: 2-2-1... 414. !r„/ nc/ City/State/Zip: isi A«fns /u.` Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby etre' der the pa d en o fper/m!'that the Information provided above is true and correct Signal= Date: 6/717/fr Phone#: 97/ Spi/ Official use only. Do not write in this area,A'be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.Clty/Town Clerk 4.Electrical Inspector S. Plumbing Inspector 6.Other Contact Person: Phone#: 11111 Rs° TOWN OF YARMOUTH ° 'f , " BUILDING DEPARTMENT • - CONSTRUCTION SUPERVISOR /FORM PLEASEbPRIM} 4L / �/ W yfa/st-p"�`ti Job Location: 'L2Z G�+� N (, Num Street Village Owner of Property: �,//L VDn eeiH�'a arki "y y rink Construction Supervisor: 4.71 ev`'S 4n, p/y!/Z ct's- 121 /yL y n la License No. Phone No. Address: Ali Sul n r /[./ FRN++ t^^+- O ZLa/ Licensed Designee: (If other than Supervisor) Name License No. 2.15 Responsibility of each license holder: 2.15.1 The license holder shall be fully and completely responsible for all work for which he is supervising. He shall be responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building official. 2.15.2 The license holder shall be responsible to supervise the construction, reconstruction, alteration, repair,removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all other applicable laws of the commonwealth, even though he, the license holder, isnot the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official in writing of the discovery of any violations which are covered by the building permit. 2.15.4 Any licensee who shall willfully violate subsections 2.15.1,2.15.2 or 2.15.3 or anyother section of these rules and regulations and any procedures, as amended, shall be subject to revocation or suspension of license by the board. 2.16 All building permit applications shall contain the name, signature and license number of the construction supervisor who is to supervise those persons engaged in construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event that such licensee is no longer supervising said persons,the work shall immediately cease until a successor license holder is substituted on the records of the building department. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed a violation of the permit conditions. I have read and understand my responsibilities tinder the rules and regulations for licensing construction supervisors in accordance with section 109.1.1 of the state building code. I understand the construction inspection procedures and the specific inspection as called for by the building official. INSURANCE COVERAGE: I have a current liability Insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes Q No 1J If you have checked yes,please indicat the type coverage by checking the appropriate box. A liability Insurance policy . Other type of Indemnity ❑ Bond CI OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 152 of the Mass. General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner o pees • Owner Q Agent I] Signature: Building Official Approval: '.,ortiitte . TOWN OF YARMOUTH ,�,�: Q BUILDING DEPARTMENT "d'i S 1146 Route 28,South Yarmouth,1 IA 02664 "; 41-1 508-398-2231 ext. 1261 Fax 508-398-0836 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 2-Z t 6tAti gilts/ Work Address Is to be disposed of at the following location: \, a..•ntah j„..54 6/het'. Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A.gC Signature of Application / Date Permit No. • • :. SUBMITTAL REQUIREMENTS/CHECK LIST FOR BUILDING PERMITS New Structures 1. Application signed by the owner and owner's authorized representative/construction supervisor. Application shall include: Construction Supervisor's License, Worker's Comp. Affidavit/Certificates, Home Improvement Affidavit(all applications except new homes). 2. Two(2)proposed site plans, stamped by a Mass. Registered Professional Land Surveyor, showing all boundaries, proposed setbacks,existing & proposed grades/contours, proposed location of structure(s), parking,curb cuts, drainage, impervious cover calculations (when applicable), flood zone and Title V design and any other zoning related details deemed necessary. 3. Two(2)sets of complete construction plans, including a complete structural cross section, floor plans, use of rooms, dimensions, window & door schedule, HVAC details—electrical, plumbing &mechanical plans are also required for commercial&multi-family(3 units or more)structures. 4. Flood zone applicability—Compliance with Section 3107 of the State Building Code- Elevation orflood-proofing certificates (whichever is applicable), shall be submitted prior to the issuance of a certificate of occupancy. 5. Plans shall be reviewed by the following departments: Health, Engineering, Fire& Conservation(when applicable). The Building Department will forward. 6. Old Kings Highway& Historical Commission(when applicable). 7. Mass. DPW approval for State Highway curb cut and access ways. 8. Construction control affidavits for all projects to be constructed or altered under the provisions of Section 116 of the State Building Code. Buildings containing 35,000 cubic feet or more. One& two family structures are exempt;except certified designs may be required for unusual structural circumstances. Section 3107 of the Building Code requires certified plans for new and substantially improved structures in flood zones. Additions 1. Same requirements as above, Two(2)proposed site plans, Two(2)sets of complete construction plans. 2. Flood zone applicability—When the value of improvements equals or exceeds 50% of the structure value(substantial improvements). Alterations 1. Existing & proposed conditions must be shown on the plans, labeling all rooms. NO WORK IS TO COMMENCE UNTIL THE BUILDING PERMIT HAS BEEN ISSUED. Filing a building permit application does not imply approval and should not be construed as permission to begin work. . I Commonwealth of Massachusetts ' - Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-014112 • EXpires: 04/25/2020 ai r WILLIAM W CROSTON JR S j 55 SUOMI RD HYANNIS MA (2601 - C Commissioner v'"_ • AccoRn a CERTIFICATE OF LIABILITY INSURANCE DATE(MWDOYry• e 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(les)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: Linda Sullivan DOWLING&O'NEIL INSURANCE AGENCY INC NE No. (508)7754820 ul,No): E-MAIL ADDRESS: isullivan@doins.com 973 IYANNOUGH RD INSURER(S)AFFORDING COVERAGE NAICR HYANNIS MA 02601 INSURER A: AIM MUTUAL INS CO 33758 INSURED INSURER B: WILLIAM W CROSTON INSURER G: WILLIAM W CROSTON BUILDINGCONTRACTOR INSURERD: P O BOX 138 INSURER E: OSTERVILLE MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 283734 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. INR TYPE OF INSURANCE AWL SUER POLICY EFF POLICY EXP LIMITS INSD Wyn POLICY NUMBER (MMIDDIYYYY) IMMIDDIYYYYI COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE E _ DAMAGE TO RENTED CLAIMS-MADE 7OCCUR PREMISES(Ea occurrence) S _ MED EXP(Any one person) S _ - N/A PERSONAL EADV INJURY GENII AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE _- 5 POLICY n JE: LOC PRODUCTS-COMP/OP AGG f OTHER S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED - AUTOS AUTOS N/A BODILY INJURY(Per accident)- $ — AUOWNED PROPERTYAM f _ HIRED AUTOS AUTOS OS (ver accident)idem)U f UMBRELLALIAB _ OCCUR EACH OCCURRENCE f EXCESS LIAB CLAIMS-MADE N/A • AGGREGATE f _ DED RETENTIONS f WORKERS COMPENSATION PER OTH- ANDEMPLOYERS'LIABILnY X STATUTE ER A OFANFCEOR/M MBERREXC UDEDTECUTIVE Y 1 N/A WA AWC40070134192017A 09/08/2017 09/08/2018 EL.EACH ACCIDENT 5 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE f 1,000,000 N yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE•POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD fel,Additional Remarks Schedule,may be attached If more space la required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 0006 B,no authonzahon Is given to pay claims for benefits to employees In states other than Massachusetts it the insured hires.or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the dale 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 daty by accessing the Proof of Coverage-Coverage Venfication Search tool at vnmv.mass govflwdlworkers-compenselioNlnvestgations/. Sole proprietor has not elected coverage. Continuation of above Named Insured:WILLIAM W CROSTON BUILDING CONTRACTO CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN YMCA of Cape Cod ACCORDANCE WITH THE POUCY PROVISIONS. 2245 lyannough Road AUTHORIZ ED REPRESENTATIVE I �L- West Bamstable MA 02668 Daniel M.Crow y,CPCU,Vice President—Residual Market—WCRIBMA I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD • • BILL CROSTON BUILDING CONTRACTOR BOX 138—OSTERVILLE,MA 02655—(508) 428-8657 1-800-924-1073 MA LIC.#014112 MA REG.#100023 March 21,2018 Bassett Pond Condominiums do Mercantile Property Management P.O.Box 790 Buzzards Bay,Ma 02532 Re: Building 3 Carport Proposal We hereby submit specifications and estimates for supplying the labor and materials to demolish and remove the existing carport.The exterior lights will be saved for reinstallation.We will then reconstruct the car port to current building code to match the existing on the existing foundation. The side walls and back wall will be texture 1-11 with wood trim and an asphalt shingle roof to match the existing.After the new carport is constructed,the exterior will be stained to match the existing and the existing exterior lights will be reinstalled along with interior lighting. • We Propose hereby to furnish material and labor complete in accordance with the above specifications for the sum of: Twenty six thousand five hundred and no/100 26,500.00 A deposit of 1/3 will be due on acceptance,with the balance due on completion. • Bill Croston Building Contractor By Bill Creston Acceptance of Proposal The above prices,specifications arc satisfactory and er hereby accepted.You nue authorized to do the work as specific. `ayme t r•ill be made as outlined above. / �^+ Date of Acceptance 4 /t 4't!' Signature Cf� /y .4.6, Date '4.1414- V . - Sears, Tim From: Sears, Tim Sent: Wednesday,July 11, 2018 9:40 AM To: 'crostonconstruction@yahoo.com' Subject: 222 Buck Island Rd Bill, I have reviewed your application for 222 Buck Island Rd, and we are going to need a report from an engineer to confirm the existing foundation conforms to the 9th Edition of the code. Please update your plans and submi for review Thank you Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us 1 e -etI /�,�6t5 b •6 L JO 9 /` ...�,,,L,�h, 11 y71 rth" . Stop uV, �f tom C.w4 4. �` P albJ•.it— P.fl6hs _rete W - - -- - - - _CLL /fir. y - - - - - - - - - - .-2Q'- - = - - - - - - - - - 0C..f% LCa.p 2/000 10411 i re' p54 £y,d I il ea." , w-. 1 4SS, a fo.4i aid ) , •AS TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. FILE COPY APPLICANT ERRORS FROM E RESPONSIBILITY T 'ARELIEVE IU T'E COMPLIANCE. DATE: 9'6'iS gt BUILDING OFFICIAL ' L-1.11- S rdt £/,„aL.'OA. 10x01 -/ / Lr a .S e..�_t 4451150001 �,.! C21 L L s :.t_ c.h,�� (k l 5r../1 / 7y • 6 s �I /ti T ! -c1 sad: -L I 'P 1 - 7 �N r ,Lito 5 1 - `ta"- -�j ll. H� t `'�_- tiri- Fcrw Y Lr C/l ,t 1-7t fel � Cit ;\, ILsltrgen Uwicf�- �%c tI. � Ut 1-- y11L �'-.L�: 5itneC1" 35 ,d1fys.„ trscet, - TA-0 srto27N „N w1t 2 �yGl°`6L S' „`` 4 f IQ e $ i t, tot, At a l+. C7 C -�r. t ns/ /< ti -�-°c r _ i-ynt r_,,,LS E.1. 1. ) Do!� 1 r H 4 • • RECEIVEp ciala AUG 28 2018 BYUILDING DEPARTAgENT COASTAL ��- engineering co. Field Report To: Bill Croston PO Box 138 Osterville, MA 02655-0138 EMAIL: crostonconstruction(Yyahoo.com Project: CARPORT FOUNDATION—WEST Project No: C 18998.00 YARMOUTH Location: 222 Buck Island Road,West Yarmouth, MA Date: 08/23/2018 Present on Site: • Pete Carroll (Coastal) • Bill Croston (Croston Construction) A site visit was conducted on this date at approximately 0900 AM to observe construction inspect a carport's foundation at the address above. The carport#3 had been apparently damaged in the winter months from large limbs breaking holes in the roof and damaging the structural elements of the roof system. The contractor hired to rebuild the carport met me on- site and requested a letter from a professional engineer which states whether or not the existing foundation is adequate to re-build the structure In-kind.The conditions were sunny,70 deg. F with a gentle wind.The following is a list of observations and comments: 1. Carport#3 was stick-built wood construction on top of a 3-sided, 10"wide concrete foundation. The carport had a pitched roof and multiple interior collar ties that were hanging from one end due to the damage of the fallen tree. The entire structure was roped off due its structural instability. 2. The concrete foundation appeared to be in good shape. There were no signs of abnormal cracking or spalling. The top of the foundation was level and in good condition to receive new bottom plates. Through use of a probe in about six different locations, it appears that the foundation sits on a footing near frost depth. No excavation was completed, but the probe seemed to run Into a very hard surface at the same depth, 6' off around the perimeter of the building. 3. It is In my professional opinion that the existing foundation can be re-utilized to re-build the carport. 4. While I was on-site I did notice some items that might help improve the stability and safety of the new carport. Here are a few comments: 260 franb Hi. ,Orleans,MA 02653 Orleans I Sandwich I Nantucket S08.255.6511. coastalen: nacompany.tom • 4 '�r �, C. a. The sono-tubes that support the mid-span columns should extend up from grade to at least car bumper height. Currently, if a car bumps the wood column, this could collapse the column and possibly the roof. The higher elevation reinforced concrete pilaster would be able to withstand a bumper impact and not cause a safety issue. The new pilasters should not be normal extended sono-tubes, but rather a designed reinforced concrete pilaster. b. The roof trusses should be at least 16' o.c.if they are kept at 2'X 8" dimensional wood. Also, the collar ties should be placed in the upper third of the roof,can remain 2" x 4", but place them 16' o.c. as well. This will keep your crib-wall on one end and the lower roof edge on the other end from bowing outward during snow loads. Evidence of the other non-damaged carports already exhibits bowing on the rafter overhang. These carports should be retro-fitted with 2'x 4" dimensioned lumber(painted or pressure treated) collar ties on each roof rafter. c. The roof rafters should be nailed completely through the two top plates with at least(4) 20d galvanized nails or a Simpson brand hurricane strap may be used. The hurricane strap needs to capture the both top plates to ensure the uplift force is transferred to the wall studs. Since carports are open on one side,they are much more susceptible to wind uplift forces than a structure closed on four sides. You should consider adding these hurricane straps to the other carports on the grounds. d. We recommend that the replaced wood columns that sit mid-span of the carport should be upsized to 6"x 6" posts, Instead of the current 6" x 4" posts. 5. It was a pleasure to review your structure. The foundation Is solid and structurally sound to accept a new re-built carport in-kind. Should you have any questions about this report, please e-mail or call Peter Carroll, P.E. at pcarrollfa7coastalengineeringcomoanv.corn or(508)-255-6511. Submitted by: MO 7 Peter R. Carroll, P.E. Senior Project Manager cc: Mercantile Property Management Attachment: Photos • J� • - • Y " ®Bolsi Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam1RB02 Dry 1 2 spans 1 No cantilevers 1 0/12 slope June 25,2018 12:47:42 BC CALC®Design Report Build 6536 File Name: BC CALC Project Job Name: Description: Designs\RB02 Address: Specifier: City, State,Zip: , Designer: Customer. Company: Code reports: ESR-1040 Misc: 12 11111111111111 ! 11111 ! ! 11 ! 1111 ! 111111111 24-00-00 U 24-00-00 i. BO B1 B2 Total Horizontal Product Length=48-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 5-1/4" 1,206/0 2,244/0 B1,5-1/4" 3,855/0 6,645/0 B2, 5-114" 1,206/0 2,244/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 48-00-00 15 30 07-06-00 Controls Summary Value Ye Allowable Duration Case Location Pos. Moment 15,463 ft-lbs 42.1% 115% 7 09-07-09 Neg. Moment -24,806 ft-lbs 67.6% 115% 9 24-00-00 End Shear 2,942 lbs 21.6% 115% 7 01-05-02 Cont. Shear 4,820 lbs 35.4% 115% 9 22-09-08 Total Load Defl. U330(0.859") 54.5% n/a 7 10-10-08 Live Load Deft U473(0.6") 50.8% n/a 11 37-01-07 Total Neg. Defl. 1J999(-0.03") n/a n/a 7 25-06-15 , Max Defl. 0.859" 85.9% n/a 7 10-10-08 Span/Depth 23.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 5-1/4"x 5-1/4" 3,449 lbs n/a 16.7% Unspecified B1 Post 5-1/4"x 5-1/4" 10,500 lbs n/a 50.8% Unspecified B2 Post 5-1/4"x 5-1/4" 3,449 lbs n/a 16.7% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALL®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 • . . ®BolseCascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 Dry!2 spans 1 No cantilevers 1 0/12 slope June 25,2018 12:47:42 BC CALL®Design Report Build 6536 File Name: BC CALC Project Job Name: Description: Designs\RB02 Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure I btu l�-d—�t bev rifled bysnyoewhw Input muston LI I I I Completeness empiete eyaand accuracy whawouldput n a • -r—• • output as evidence of suitabilityfor TI %,.71 particular application.Output here based „U on building code-accepted design c /�/ properties and analysis methods. Installation of Boise Cascade engineered /, wood products must be in accordance with • •• current Installation Guide and applicable - building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=2-1/2"d=24" BCCALC®,BC FRAMER®,AJSTM, Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOIST®,BC RIM BOARD" BCI®, Member has no side loads. BOISE GLULAMTM SIMPLE FRAMING SYSTEConnectors are: 1/2 in.Staggered Through Bolt PLUS®.VERSA-RIM®M®,VERSA-RIM VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C.