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BLDPS-23-004473
} EOS & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department __ 1146 Route 28, South Yarmouth,MA 02664-4492 FE: 10 2023 O08-398-2231 ext. 1261 Fax 508-398-0836 ■ Massachusetts State Building Code,780 CMR e BUILD I G DEPARTY n,, Permit Application To Construct, Repair, Renovate Or Demolish Y. a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: '32„Zb4: ?j Date Applied: Building Official(Print Name) Si ture Date SECTION 1:SITE INFORMATION 1.1 Property Address: /J J 1.2 Assessors Map&Parcel Numbers 1.1 a Is this an accepted street?yes X no 4'4 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 fc t' Ce l�. �.. 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private 0 Zone: — Outside Flood Zone? Municipal On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record:, j //-/GDP J O 2 ,2S 1 e » n !� i d Y/.h C.) �JYyl yO c/p`fj T+= Nam Print) ity,State,ZIP 3,Z r7)/4ssy yr . 6'i7 2d)4038i' eI(oynd fit-/i ;l, Co No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New ConstructiorK. Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition ❑ Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work2: on r/yvc hvw• Yl6°lt - l/� ii�1 �i'ne �o O Z lean 8/ed. L ec, . SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 5 y /so, 00 1. Building Permit Fee:$ j cb Indicate how fee is determined: Standard City/Town Application Fee 2.Electrical $ .COO. 4 0 Total Project Cos;(Item 6)x multiplier . x 3.Plumbing $ 2. Other Fees: $ - lC 130_5 4.Mechanical (HVAC) $ List: � (../ VlJ 5.Mechanical (Fire $ Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 0 Paid in Full p Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted I&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) a.? , J l/ d.: 5�►(DJ 5 P©0 C Y /.d c.c$CO �c C '-5/,9 YI l rl C HIC Registration Number Expiration Date HI Company Name or HIC Registrant Name / / Q 1'/it e �i rvli e mil/• C�i©on..J 4h 4 691e2I1an4,/,C .6e) �-j No.and Street Email address n n/'S lot 4.)ot Sys.2r‘c,2cv 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 >3( No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETE])WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. 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' application is true and accurate to the best of my kno% edge and understanding. /L7 f Jed Yi'/1'/ Jr- —2/l/2- Pr' Owner's or Authorized Agent's Name(Electronic ignature) Date 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.aov/oca Information on the Construction Supervisor License can be found at www.mass.eov/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" The Commonwealth of Massachusetts r Department oflndustrialAccidents 1 Congress Street, Suite 100 "�I Boston, MA 02114-2017 �1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): ,2-To A/Ifa r''//7`q O Lz-/ p s Po a/ c A touvbrye V 1j fi/ Address: 6;- Pm - iNo ve- mil/-e . ✓ City/State/Zip: g R ti ti /s 44- 026 0 / phone 4: .7 7 9 ca / - 6 -1 - V Are you an employer?Check the appropriate box: Type of project(required): I.❑I am a employer with employees(full and/or part-time).* 7. kg New construction V41,1_am a sole proprietor or partnership and have no employees working for me in 8. E Remodeling any capacity.[No workers'comp. insurance required.] 3.0 I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. ❑ Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on m YProPrtY• e I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.Q Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.* 13.E Roof repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other Po Q 152,§l(4),and we have no employees. [No workers'comp.insurance required.] *Any applicant that checks box Al 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number 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 certify under the pains an :aides of perjury that the information provided above is true and correct. Sienature7;?c " Date: a,2 -4 Phone#: , ,2 Y Sc)/ fc2 ?t) 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): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: 4;\ TOWN OF YARAIOUTH of _4.ti BUILDING DEPARTMENT a 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 6 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: NAME STREET ADDRESS SECTION OF TOWN "HOMOWNER" NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS CITY OR TOWN STA lE ZIP CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall submit to the building official, on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit. (Section 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OI-FICL , INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked ves, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp 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 Work Address Is to be disposed of at the following location: Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. A))/ 2/9/ 3 Signature of Applicant Date Permit No. / — ! . i. Z-- / •..:, ;:•. N' ./ SI a / ce' .... 1 . , W 0 I Lt / /' 1 11 7 , 61 /i re< / .62;• 5 . § /, ,- [ ,• / / , / i21iz... 4.: ,g...., i-...,_ - OA ' .,..., . • -b . , 4 -.. I ,s.! N.'",:•.. .... . . / • • $ / . ,Eb's, . , 9 4'9 '' .4../ 7. .........ek ':qt j• / ,.. I r.' ii• i To. SI, / ,S.p. _. . •b4;/..0" ' •,,,,,.. I . •:,. •..,6` •. 41' ir -. . ,, . • • . • • • .• - i / • ‘ / ...„,•-c•••..... *.•-• ./...\;\ . . \ %-. ‘..'•-.... 9 '' \ ,i\ . 111‘8 N 4 L''''' • . / / • \• . . . • • •.-'.. -k‘fA'••••\\- \ '71;\‘ ' 1 \ iI • , / ..,z;• \* ..1:9‘' 1, ,,,... 0 1v.,\' `,. ,c.`' ..• /i.,0 .., / . • \. 1.... */,.• I. , / 6 /•. . \ .\ / •:;,7, T7• e.1 I •Sirm. •, , Z I 0.. ‘, o Cl- Ag , n cz, w c---1 CD Ell /.\ 14 Lafil 7 s (.2__ Li— .X• N ./ • 7. N , 1 . . / i •/ . N I ...' sZ.... ,\. 2a , . [f.'; • N1 '., :*.7 • N. 1 r' • i • I I 1 • GENERAL NOTES: SOIL TEST LOGS:i r.rMam.a.v LOCUS V..»I ...”00[10•..m. . , SYSTEM DESIGN CALCULATIONS: _ • - - — "" ..m..v..e....•e... ... a _ �_ CONSTRUCTION NOTES: ........ d.... u.we....SOW 10V1.NOM01...r.....•...a Melva ' ".:,'°°°oa. IQ.wA.�..oar. Boa d�NMI. »� Q,rr�..d. ...A o,..... .. . .,�.,. .....,.. per°` :•aMOS 04%"::e:�a S'1. o�`ma:v�'.�..a.•ma..a. - - • -. -•--,--'-- - .-{'.-- .w.00F.oe nee i.i e .Of .. I Weeuear:,•v+.., MAUL. .... .y:�.: FLOOR PLAN I ! — LEr•GENDa. neaaxo WM•.ine ot ova -. ..mael+a ue ...............1..1.0... Y ® [ ` � - - - ‘.1.- .-- - gm•avla I. Mr raw'Doom MCAT. ear..,v.....•..e.we.r.m mr1•r � WIC TAMIL ..'''::-.1.‘\::\.11 ..", YAM GI! KU \) , ' mnmeewo.a.. .." ,'r . • SC1V.11V00011.V.. m a r.4r I SAS DETAIL: ‘ —' EOM O \`\ Ala 14 li .1.1, .LOT 50 \\\ I PLAN 6 •\ • l 1 rn ARM s.x is S[Rvrn N. DY TOWN WATER •\J A IN I FLOW PROFILE: -.� a TO sum I weans,mom s.or mesh'""' I ,(% 1 J R�•�• V� �j��P{ RECEIVED • .v.. �;d Mtn M'WS •• -I lr Jean Mane McClellan co•a,e.wr mast..1,0.EC%.10.e.e,nr.1•v..xe,a mamma T T .. �,, I('....b .r.r..m....,.'°'a'.......w...•mm Milt,Ill.�!,. . 5RE3 SEWAGE SPO`'AL�xAau5TEM DEIGN alai TIVORT.IAA -- ' I """"""4ew�.. io ~` '1 "':J.M.O'REILLY de AasoctAres INC - ! �:�.�.as. 1 1 n.n.. r•s.••.„•l.•...Oa.,..r .Iu0 VaVI 0 f .o co C TANK 0.DOX LE OGt'MDCR <••"1WOOi I••• 1..:1u,1.. I- pa•, .• sale 1•.fo lwrr- am.... .1..,1.+.•w. w I (�� Y`A��+�al IBM..... -..._.. wn..I....�1,.r..w*.r.wenn." NI.0aS MummaRll e•U IXMIL • FEB i3 [UZ• ._....- -.. . HEALTH DEPT. ,�a'C' Y"` - it)1\':NOF1Ar^i'tt)tttti /e t - WATER DEPARTMENT f ,� t J1..4�i Vt�:i.. i,i i,i,,il: F„: ,.; t 8 •` t.1i• :'k[1€t s . I-79 t -• r iS 7,f;ii: — E e. 7_1 of--y-i 6-4.r/ r) ri 6.(T,LT.',-1.-).,h(7/ry)d, i / c 0 0'7 BUILDING PERMIT APPLICATION FOR ‘WATER DEPAR I\IENT SIGN OFF 1'R:V\Stiil'EI 4 L F()F2N1 s�f .r -i"-c rc • lit. ILI)INC.; SITE LOCATION:IO\: - 17L7 t 1 J �. 2 k ...2 S"- i PROPOSED WORK: ` 0 / i c•t. C �c` J , f'e Lc, ) x '� . / '� j i ) / 1 f i` •j i .i ,..) f F t 5� r .{ '[:'{,_, } 0. 7" f `� I • ,osS 1— r,'7 d+`..: APPLICANT:LIC'ANT: . / `� t . , ✓ADDRESS: 6 ,- . /Pt c r-r i,.. ,0,ved.L.. o f�£ `. , „,. i.' t , / 'I FI.i BONE: / r } , - :,,," - , . RFSII)FNTIAt" AND OR CO\I\II'.RC'I,AI. BUILDING Water Ihpartment: I)eterrmne:('omplianee of\Water.'kailahititr and or existing It>cation Engineering i)epartnient: I)cterrmnc.s('oinpliauice for Parkin,and I)r;inat e Conscrvation Commission: I)etermine.('ompli;mce to Wetlands \et: i.e If Iotts)harder any type of %%etlands.streams.ponds,river;.ocean. hogs.hoes.marshland. ETC... Ilealtli Department: Determines Compliance to State and'km n Regulations.i.e. rczluireinent:for Septage Disposal and other Public health Activites Fire Deparlmeni: Determines Compliance to State and Tom) Rcyuirements for Personal Safit rolii;rty Protections. i.e.Smoke Defecto,s.Sprinkler Systems.ete 4 .11'., LIC:ANT SIGNATURE: U 17 F: OFFICE USE::C'OMM\It NT"S ON PERMIT .APPROVAL OR i)F\I-U. — REVIEWED 'WATER DIVISION(SIGNATURE.) !c 2 )\TI: THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affa Business Regulation 1000 Washing ' - Suite 710 Bosto ,. w. .«.. e.. -_. - s . 118 Home Im ro R -"r"I .. ... ,e Istration 4. ,,�„, , „> +� ; Type: Corporation 1? cessation: 192378 EZIO'S POOL&LANDSCAPE DESIGN INC ;. E a • tion: 11/16/2024 P.O. BOX 1272 SOUTH YARMOUTH, MA 02664 .,1‘...= . ..•. iftt tow —1 fir. / . Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affa &Business Regulation Registration valid for individual use only before the HOME IMPROVE ONTRACTOR I expiration date. If found return to: TcY x* Office of Consumer Affairs and Business Regulation I 1000 Washington Street -Suite 710 Reza � i '� tz.ti•n 9 7"7" ;t p,$ I Boston,MA 02118 =ZIO'S POOL&LAN pt 0 ,1�r' . , 1 f 4„ s'�j 1 1 1 r., :ZIO F. MARINHO / /) I I ' 12 PINE GROVE AV H °' '''' " icy ..w'1 // -/ IYANNIS,MA 02601 -'4 ^ `'," '',- Undersecretary Not valid without signature , AC t 2Y J�(!k DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/15/22 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 NAME: JIM HINDMAN PHONE 508-771-8381 FAX No): 508-771-0663 Schlegel&Schlegel Ins Brokers,Inc. (a/c,No,EMI: ( 34 Main Street E-MAIL ADDRESS: schlegelinsurance@gmail.com West Yarmouth,MA 02673 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: ATLANTIC CASUALTY INSURED INSURER B: NGM EZIOS POOL AND LANDSCAPE INSURER C: DESIGN INC INSURER D: PO BOX 1272 SOUTH YARMOUTH,MA 02664 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSR TYPE OF INSURANCE ADOLSUBR POLICY EFF ' POLICY EXP W LIMITS LTR INSD VD POLICY NUMBER (MM/DDJYYYY) (MM/DD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED SOO,OOO CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 A GL-45775211 10/15/22 10/15/23 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECOT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ - OWNED SCHEDULED , AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY ^ AUTOS ONLY (Per accident) $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/FYFCUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (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) INSURANCE COVERAGE IS LIMITED TO THE TERMS,CONDITIONS,EXCLUSIONS,OTHER LIMITATIONS AND ENDORSEMENTS OF THE POLICY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SANDWICH ACCORDANCE WITH THE POLICY PROVISIONS. 16 Jan Sebastian Dr, Sandwich,MA 02563 AUTHORIZED REPRESENTATIVE WILLIANA CASTRO ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Contractor Agreement This Agreement is made between iP ran //'T 4 ram' `' ("Owner"), with a principal J place of business at / tom . Sm S`y / r7 red,"1ru oj�f -, / z,j2 D.�6�5 and ,�S r.��, G / </a 1 4)7 ,e'4- 4s' f`* ontractor"), with a principal place of business at 1,1;2 /9, d-7 Y' Yvt-e ,//, /7/4 ,>>'l/�s S I.Services to Be Performed Contractor shall furnish all labor and materials to construct and complete the project shown on the contract documents contained or specified in Exhibit A, which is attached to and made part of this Agreement. 2. Payment KA.Owner shall pay Contractor for all labor and materials the sum of$ 5 72 ^ y C% L ❑ B.Owner shall pay Contractor$ for labor.Materials shall be paid for by Owner upon delivery to the worksite or as follows: . 3.Terms of Payment ❑ A. Upon completing Contractor's services under this Agreement, Contractor shall submit an invoice. Owner shall pay Contractor within days from the date of Contractor's invoice. B.Contractor shall be paid$ upon signing this Agreement and the remaining amount due when Contractor completes the services and submits an invoice. Owner shall pay Contractor within days from the date of Contractor's invoice. C.Contractor shall be paid according to the Schedule of Payments set forth in Exhibit attached to and made part of this agreement. ❑ 4. Late Fees if Client is late paying Contractor, Contractor's damages will be difficult to measure.As a reasonable estimate of the damages Contractor will sustain,and as liquidated damages and not as a penalty, Client agrees to pay Contractor an additional % per month interest charge on the amount owed,or the legally allowed maximum,whichever is less. 5.Time of Completion The work to be performed under this Agreement shall commence on and be substantially completed on or before G.Permits and.Approvals © A.Owner shall be responsible for determining which state and local permits are necessary for per forming the specified work and for obtaining and paying for the permits. Ej B Contractor shall be responsible for determining which state and local permits are necessary for performing the specified work and for obtaining and paying for the permits. Snob ®Ww wstolo.com LfisS Contractor Agreement 5-55,Pe.1 7.Warranty Contractor warrants thafall work shall be completed in a good workmanlike manner and in compli- ance with all building codes and other applicable laws. 8.Site Maintenance Contractor agrees to be bound by the following conditions when performing the specified work: • Contractor shall remove all debris and leave the premises in broom-clean condition. • Contractor shall perform the specified work during the following hours: . • Contractor agrees that disruptively loud activities shall be performed only at the following times: •At the end of each day's work,Contractor's equipment shall be stored in the following location: 9.Subcontractors Contractor may at its discretion engage subcontractors to perform services under this Agreement, but Contractor shall remain responsible for proper completion of this Agreement. 10. Independent Contractor Status Contractor is an independent contractor, not Owner's employee. Contractor's employees or subcon- tractors are not Owner's employees. Contractor and Owner agree to the following rights consistent with an independent contractor relationship: it,Contractor has the right to perform services for others during the term of this Agreement. Contractor has the sole right to control and direct the means, manner, and method by which the services required by this Agreement will be performed. Contractor or Contractor's employees or subcontractors shall perform the services required by this Agreement; Owner shall not hire, supervise, or pay any assistants to help Contractor. L.Owner shall not require Contractor or Contractor's employees or subcontractors to devote full time �, lrel performing the services required by this Agreement. ❑ Neither Contractor nor Contractor's employees or subcontractors are eligible to participate in any employee pension, health, vacation pay, sick pay, or other fringe benefit plan of Owner. 11. Local,State, and Federal Taxes Contractor shall pay all income taxes and FICA(Social Security and Medicare taxes) incurred while performing services under this Agreement. Owner will not: •withhold FICA from Contractor's payments or make FICA payments on Contractor's behalf • make state or federal unemployment compensation contributions on Contractor's behalf, or • withhold state or federal income tax from Contractor's payments. The charges included in Paragraph 2 do not include taxes. If Contractor is required to pay any federal, state, or local sales, use, property, or value added taxes based on the services provided under this Agreement,the taxes shall be billed separately to Owner. Owner shall be responsible for paying any interest or penalties incurred due to late payment or nonpayment of any taxes by Owner. LF155 Contractor Agreement 5-15,Pg2 l 12. Insurance Contractor agrees to obtain adequate business liability insurance for injuries to its employees and oth- ers incurring loss.or injury as a result of the acts of Contractor or its employees or subcontractors. 13.Terminating the Agreement This Agreement may be terminated: • without cause by days' prior written notice by either party, or • with cause, immediately upon material breach of any term of this Agreement by either party. A. Client shall promptly pay Contractor for services performed before the effective date of termination. B.Client shall promptly pay Contractor the sum of$ for services performed before the effective date of termination. 14. Exclusive Agreement This writing (including any exhibits)is the entire Agreement between Contractor and Owner. The exhibits attached to this Agreement are • (15.Modifying the Agreement Owner and Contractor recognize that: •_Contractor's original cost and time estimates may be too low due to unforeseen events or to factors unknown to Contractor when this Agreement was made. ▪ Owner may desire a midproject change in Contractor's services that would add time and cost to the project and possibly inconvenience Contractor, or • Other provisions of this Agreement may be difficult to carry out due to unforeseen circumstances. If any intended changes or any other events beyond the parties' control require adjustments to this Agreement,the parties shall make a good faith effort to agree on all necessary particulars. Such agree- ments shall be put in writing, signed by the parties, and added to this Agreement. 16.Resolving Disputes ❑ A. If a dispute arises under this Agreement, any party may take the matter to court. ❑ If any court action is necessary to enforce this Agreement,the prevailing party shall be entitled to reasonable attorney fees, costs, and expenses in addition to any other relief to which the party may be entitled. B. If a dispute arises under this.Agreement,the parties agree to first try to resolve the dispute with the help of a mutually agreed-upon mediator in .Any costs and fc other than attorney fees associated with the mediation shall be shared equally by the parties. If the dispute is not resolved within 30 days after it is referred to the mediator, any party may take the matter to court. trIf any court action is necessary to enforce this Agreement,the prevailing party shall be entitled to reasonable attorney fees, costs, and expenses in addition to any other relief to which the party may be entitled, Ormiloninviww.nelo.com LF155 Contractor Avowed 5-15.Pg.3 ❑ C. If a dispute arises under this Agreement, the parties agree to first try to resolve the dispute with the help of autuaily agreed-upon mediator in . Any costs and fees other than attorney fees associated with the mediation shall be shared equally by the par- ties. If it proves impossible to arrive at a mutually satisfactory solution through mediation, the par- ties agree to submit the dispute to a mutually agreed-upon arbitrator in . Judgment upon the award rendered by the arbitrator may be entered in any court having jurisdiction to do so. Costs of arbitration, including attorney fees, will be allocated by the arbitrator. 17. Notices All notices and other communications in connection with this Agreement shall be in writing and shall be considered given as follows: • when delivered personally to the recipient's address as stated on this Agreement •three days after being deposited in the United States mail, with postage prepaid to the recipient's address as stated on this Agreement, or • when sent by fax or electronic mail, such notice is effective upon receipt provided that a duplicate copy of the notice is promptly given by first class mail, or the recipient delivers a written confirmation of receipt. 18. No Partnership This Agreement does not create a partnership relationship. Neither party has authority to enter into contracts on the other's behalf. 19.Applicable Law and Jurisdiction I'd) �� / This Agreement will be governed by the laws of the state of i�' J.$S.iSFj"S/cam '-" and any disputes arising from it must be handled exclusively in the federal and state courts located in Signature gnature of wner Date GLeA1J V 1ToY21 No Printed Name of Owner Title X.;/- Si ature of Contractor Date C5iG) r d:� �j 'J 4.; Prtrfted Name of Contractor Title Taxpayer ID Number: ❑ This agreement may be signed by an electronic or digital signature. LF155 Contractor Agreement 5-15,Pg.4 ESTIMATE Ezios pool & landscape design Es10176 Ezio Ferreira Marinho DATE GST# 7745216240 01/23/2023 P.O.box. 1272 TOTAL South Yarmouth USD $57,650.00 Massachusetts MA 7745216240 eziomarinho@Hotmail.com TO Glenn Vitorino 32 Embassy Ln Yarmouth Port, MA 0 +16178280387 DESCRIPTION RATE QTY AMOUNT Dig pool $4,000.00 1 $4,000.00 Vinil pool liner kit 16 x 32 with 01 skimmer 02 and 2 return 01 light steps inside $16,250.00 1 S16,250.00 the pool cover with liner Cost to assemble the kit $1,800.00 1 $1,800.00 Pour concrete around pool and inside pool, on the flat part of the bottom and $2,000.00 1 . $2,000.00 the flat part of the shallow Pour concrete on slope of the pool $1,800.00 1 $1,800.00 Concrete 12 yards and pump for poor concrete $4,900.00 1 $4,900.00 98 bags morta mix $1,400.00 1 $1,400.00 Plumbing material $1,900.00 1 $1,900.00 Plumbing installation $900.00 1 $900.00 Preparing pool to put liner and install liner $1,200.00 1 $1,200.00 Plumbing finish $600.00 1 $600.00 Page 1 of 2 DESCRIPTION RATE QTY AMOUNT Pool heater gas 350 btu $4,100.00 1 $4,100.00 Salt system $2,100.00 1 $2,100.00 Back fill $1,200.00 1 $1,200.00 Eletrica job with material including 01 time for pump $6,500.00 1 $6,500.00 The job not included the line for the gas heater $0.00 1 $0.00 Plot plan (professional land surveyor) and permit $2,600.00 1 $2,600.00 Fix grass and irrigation $1,500.00 1 $1,500.00 40 feet retention walls 2' high $2,900.00 1 $2,900.00 SUBTOTAL $57,650.00 TAX(0%) $0.00 The project does not include electricity service or gas TOTAL USD $57,650.00 supply. All materials are guaranteed to be as specified and the above work to be performed in accordance with the drawing and specifications submitted. The above work will be completed in substantial workmanlike manner for the sum of$57.650,00 Payment to be made as follows: $25.000,00 to start work $ 20,000,00 after installing the panels and before concrete. $12.650,00 at the end of Pool construction. Respectfully submitted Any alteration or deviation from above specifications per Ezio Marinho involving extra cost will be executed only upon order, and will become an extra charge over and above the estimate. Acceptance of proposal. The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work:- specified. Pa ment will be made as outlined abov: Signatur--•►= i Date. Signatu •. Date. Or- Page 2 of 2 FEB 21 2023 — DING PERMIT ONE or TWO FAMILY BUL BUILDING oEPARTM'E�\P')LICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: .3.2 Z;),)A ,i S s.y �(. ri Vow,/a�`A " 6// 002 6l75 Scope of Proposed Work: c.c.),-) s /✓r>c A i)r7 f)f'ki, /,i Y1 I I 1 i y7 c'✓ /c2 c, e_ 16 X 3. /, rs le cID Date: 02/P/ '.0 a 9 Based on the scope of work described above, the applicant is required to obtain approval sign- offs f om the following departments as checked-of below: Health Dept. —508-398-2231 ext. 1241 / Water Conservation —508-398-2231 ext. 1288 Dept. —99 Buck Island Road, 508-771-7921 0 v< V°vI • Old Kings HWY. Hist. Comm. —508-398-22631 ext. 1292 ��{ 00 L &I,✓� (yl y2.w0d nZV-, 013 3 Engineering Dept. —508-398-2231 ext. 1250 Fire Dept. — Kevin Huck/Matt Bearse, 96 Old Main Street, SY Note: Please call Fire Department for an appointment. 508-398-2212 Other Appropriate plans and/or application shall be provided to each departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department. All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for your cooperation. Receipt Acknowledgement: Applicant's Signature Date Rev. March 2022 .. -7 t K i r r' 7 N a. 5y ' N -- '\ TT x N "a 7 N / , z. N N / . .NZ 1 �� z> 1 \ A' •N .:9 7 .. / N` 'N� �// ` 4a _< / •N / T. �• N / Is •` x da.,aP sM . e ....,A.S....... `.d6• / \ \\ �\\\m5 \� _ ,\ `�\ 4)1 to . \ � N. / I/ 41 .N 'N, K Ci5 / i 'N'''S‘e ; • I i yy y / • �/� 4 1 1 g° FPS p $3 :7 / i rg / / A 4l<N G / m ; m fi / _ ty 4 -c ° / 8'co / /. I - /. r �� E1 ili @ 1@ € W r r = 1811111114 ps(� `� v W p= =1i ' u a @@$ so f aEEEE1Ce [ is z• �@„ 6 d rill I up > 1iae dills 51 01 .11= = to i$ _ , • G ® e < iIr 1 t Niii w a ` ° � e a i r 4 t s \ „... N , / , fr iiirl a i 1. . — ___i;_ _—_._—�_._L__ ___ ,1 --. Y q�g /® /i ; /. /// .—_i-- _ --_ — —— iI _1. .._. ! Y .r I I 43 C d i 1 J\!, I , Q 5 l e 4 4I I i \`® \I St J / / '\ . i I � tlk``\�1 1 a ,'© ® 1tv,y 13 i/' 2h'i�iM,, ` i r / F S xi Oil$t H lb [gyp ii! Qs21 it s to a$ o • i tirc : MINN ,h 3 �1 tilt J 'G � in III 9¢lb xi N. lif 1U —+ l Jk e 1 r4 gilt{ '1 fj! - an 9 1 � t1 ° i4 1 it II�� °y@t, iE �6 ke � c1 i t@ tg.`lig Q i @ H da.4 iEEa the rtp@J ji aii @ WIl11 iti. i11gg a gttae1si ra@ P@ @OII1i1iIllhIIIiiiIi @gssIIII °E @•fig a a E� t_ag� na i Lk ; Y E 9Qi sis4 IIiIiI g[ ° it 1 �@E1€ Q4, sa1e$/ gI1z Nii . 1 1�11 Iaa We1@4111tit$a4< !9t4 o .a:.i: Ee, Q$=@g. o ? aiI. as _l__ 0 E2§ Q 2/21/23,2:55 PM Mail-Sears,Tim-Outlook 32 Embassy Ln Sears, Tim <tsears@yarmouth.ma.us> Tue 2/21/2023 2:55 PM To:eziomarinho@hotmail.com <eziomarinho@hotmail.com> Ezio, I have reviewed your application and you are going to need to submit an updated plot plan stamped by a Land Surveyor showing the setbacks to the proposed pool. Please submit for review. This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAAzEoM2JxmdBn%2Fj45... 1/1 2/28/23, 10:37 AM Mail-Sears,Tim-Outlook 32 Embassy Ln Sears, Tim <tsears@yarmouth.ma.us> Tue 2/28/2023 10:37 AM To:eziomarinho@hotmail.com <eziomarinho@hotmail.com> Ezio, I have reviewed the plot plan you submitted, and the setbacks for side & rear lot lines in that part of Yarmouth are 20ft. The proposed location would require relief from the Zoning Board of Appeals in the form of a special permit and/or variance. You will need to either submit an updated plan relocating the pool, or file for relief from the Zoning Board of Appeals. Regards, Timothy Sears CB0 Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 maiito:tsearsjyarmouth.ma.us https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAJdIRyRMLERHjlOmYwX... 1/1 RECEIVED MAR 0 8 2023 .-Ji ' BUILDING IDEPARTMENT ii O- i / PROPOSED � 1 PROPOSED 16'x32' INGROUND ° CONFORMING SWIMMING POOL �°�°/° �'s FENCE 111111 EX. TANK DECK ,, 43 L F u,s EX. Off. DWELLING \ EX. TIE ` RET.WALL 000 EX. SIDEWALK OR/ke�4Y Co v- ? NCO. \,P SEPTIC FROM ASBUILT G)4 ON FILE AT THE TOWN HEALTH DEPARTMENT �Q�P BUILDER TO CONFIRM SWIMMING POOL STANDARDS /- 1. SHALL COMPLY WITH 105-CMR-435 AND TOWN SETBACK REQUIREMENTS. 2. COMPLIANT FENCES AND GATES AS SHOWN. 3. DOOR ALARMS AS REQUIRED. <6,5 4. SEE ENGINEERED PLANS SUBMITTED HEREWITH. 90' REVISED: 3-7-2023, POOL LOCATION CERTIFIED PLOT PLAN MBLU 151-42 I CERTIFY THAT THE IMPROVEMENTS SHOWN cP. °F ygss1c 32 EMBASSY LANE HAVE BEEN LOCATED BY A FIELD SURVEY. i 24 ROBB tiC YARMOUTHPORT, MA s DRAWN: RBS i 7 DATE: 2 23 2023 o SYKES N SCALE: 1"=30' JOB #: S1082 F' No. 35418 DWG. CPP -PP �F �o��o EASTBOUND I?,- ?Q �s c/STM �` LAND SURVEYING, INC. ZA--.--37...2023 61.1 :%J P.O. BOX 442 FORESTDALE, MA 02644 ROBB SYKES, P.LS. DATE ' a IF° 508-477-4511 7\ ' \ \ ,, , ?,,i, 1�D ?"' \\ i'/ Duo \\ ��. �—� ' PROPOSED • 16'x32' INGROUND \SW1MMING POOL PROPOSED ono FENCEO CONFORMING °----- 11 EX. TANK DECK 11 CD LF `' EX. .°gyp. DWELLING i EX. TIE ```�RET.WALL Opp OR EX. SIDEWALK %.F11,,', co v S ;/ A\ \'‘SEPTIC FROM ASBUILT G�� ON FILE AT THE TOWN PC' HEALTH DEPARTMENT BUILDER TO CONFIRM ^ c� D SWIMMING POOL STANDARDS \77; R E C F ! ��� �1. SHALL COMPLY WITH 105-CMR-435 AND TOWN SETBACK REQUIREMENTS. FEB 2 7 2023 2. COMPLIANT FENCES AND GATES AS SHOWN. 3. DOOR ALARMS AS REQUIRED. g� 4. SEE ENGINEERED PLANS SUBMITTED HEREWITH. 0,0• BUILDING DEPARTMENT By --- CERTIFIED PL 0 T PLAN MBLU 151-42 I CERTIFY THAT THE IMPROVEMENTS SHOWN �P`ta OF NASS�0 32 EMBASSY LANE 4. YARMOUTHPORT, MA HAVE BEEN LOCATED BY A FIELD SURVEY. ti ROBB o� DATE: 2 23 2023 DRB 57082 Io No. 354 N SCALE: 1"=30� 35418 DWG. CPP (?,�F �o(yo EASTBOUND ,`:r C/STE9 o0 LAND SURVEYING, INC. gra Ittit.,„ 2-23-2023 4,A kN1 S P.O. BOX 442 FORESTDALE, MA 02644 ROBB SYKES, P.LS. DATE , a IV 508-477-4511 oY,YAR'r TOWN OF YARMOUTH - -y BUILDING DEPARTMENT ,,,,,,,�o.'�;. 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner SWIMMING POOL & SPA PERMIT APPLICATION CHECK LIST -Compete application -Pool/Spa designation V Private, Semi Public, Public -Pool Type V In Ground Above Ground Inflatable- 24 inches & deeper -Proposed Location V Outdoor Interior -Barrier Description or Approved Cover Specifications—NOTE: Spas & Hot Tub Safety Covers and Pool Powered Safety Covers shall comply with ASTM F 1346 Standards(American Society for Testing& Materials—International Standards Worldwide). If erecting a fence,please describe and depict on Certified Site Plan with Pool Location: Please note who will be responsible for fence installation. Pool Installer /Property Owner -Above Ground Pool Ladder/Stairs Description (shall comply with Section702) Type A ' , Type B , Type C , Type D , Type E , Type F / -Heater V Yes No If Yes, a Gas permit is required. -All Pools and Spas require a Wiring Permit -Exterior Door Alarm(s)please note location(s) All Pools and Spas shall comply with the applicable provisions of 780CMR, State Building Code/International Swimming Pool and Spa Code, as amended. In addition, Outdoor Semi Public and Public Swimming Pool Barriers shall comply with MGL Chapter 140, Section 206. NOTE: 1. AS THE PERMIT HOLDER YOU ARE REQUIRED TO CALL FOR ALL REQUIRED INSPECTIONS, INCLUDING THE FINAL INSPECTION. 2. Semi Public and Public Pools are subject to annual inspections. Form June,2019,ISPSC 2015. 2/9/23,12:21 PM FORTRESS Versai 4 ft.H x 7.5 ft.W Gloss Black Steel Flat Top and Bottom Design Fence Panel 712489044 • 4.11/0111111 dr u at +4 185 39 Pay$160.39 after$25 OFF your total qualifying purchase upon opening a illnew card.0 Apply for a Pro Xtra Credit Card Delivering to:02601 I Change M' Ship to Store Ship to Home Scheduled Delivery Pickup Get it by Not available for this Feb 24-Mar 1 Thu, Mar 2 item https://www.homedepot.com/p/FORTRESS-Versai-4-ft-H-x-7-5-ft-W-Gloss-Black-Steel-Flat-Top-and-Bottom-Design-Fence-Panel-712489044/314255455 2/7 C . El / g . / aN Z ,. mry / m N4 PI/' /' w / q 1' .. 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IHE 3UILT" Voi sig•- c r; a olor watermark. -' 3-10—jl) i _ i 4 e e I u8 p: 1"v to E pirati at 13 FILE <OPY F•R: Cardinal Poet ystems,Inc.,269 South Rt.51,Schuylkill Haven,PA 17972 1. Pre-construction considerations. Check for local fencing. property line, sewer, drainage and electrical code requirements for your area 2. Receive swimming pool kit delivery.The inground swimming pool kit includes a step- by-step manual and is designed for the homeowner 3. Excavation.following as dimensions of the attached diagram 4. Assemble swimming pool walls.Assemble the panels using the 5I8"nuts and bolts provided 5. 1.4 i� 6. Concrete footer and PVC plumbing.Set the pool wall braces in 6"of concrete. 3 7 yds will be needed based on the pool size. Schedule 40 PVC pipe is used to connect the pool to the filter system. The amount of pipe needed will vary depending on the number of return inlets, skimmer,automatic cleaner and the distance from the pool to the pump. 7_ Sand and Portland floor. Sand and portland cement is mixed into a grout that is hand trowelled for the pool floo 8_ Install swimming pool liner.The use of a shop vac cleaner will help insure proper fit without any wrinkles in your swimming pool liner. The picture on the right shows a pool without any water in it. The shop vac has pulled all the air out from behind the swimming pool liner 9. Backfill the swimming pool 10_ Electrical and Concrete deck. Grounding of the swimming pool and GFCI electrical connection as per your local area code must be done by a licensed electrician ._, . o- vvioe Hange, 42" High Steel Wall Panel Calculation Assumptions: a) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 4 foot panel is sandwiched between two 6 foot panels. b.) The concrete pour at the base of the wall (i.e., bond beam) provides 6 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 lb/ft3 W. (unit weight of saturated soil) 135 lb/ft3 (3) (soils interior angle of friction) 30 degrees K. (lateral active soil coefficient) = tan2(45-0/2) 0.333 7d (equivalent active unit weight of dry soil) = K. Wd 35 lb/ft3 7, (equivalent active unit weight of saturated soil)= K.W. 45 lb/ft3 7. (unit weight of water) 62.4 lb/ft3 p, (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 42,000 lb/in2 Fb (allowable bending stress of cold-formed steel) 25,150 lb/in2 Fb,piabd (allowable bending stress of cold-formed plate steel) 31,500 lb1in2 Ft (allowable tensile stress of cold-formed steel) 25,150 lb/in2 fp (thickness of panel, stiffener, and channel steel) 0.0785 in . h (height of panel) 3.5 ft h. (depth of water) 3.0 ft her (effective height of panel) 3.0 ft b. (maximum unstiffened 4 foot panel width) 4.0 ft be (maximum unstiffened 6 foot panel width) 3.0 ft R (maximum radius of panel) 15 ft L. (effective height/length of stiffener= heo) 3.0 ft d (nominal depth of stiffener) 5.0 in Lc (maximum brace spacing) 8.0 ft Sp.. (section modulus of stiffener) 0.5973 in' b. (maximum unsupported length between stiffeners) 10.0 ft S... (section modulus of channel) 0.6464 irt3 : v Itfith sir ,raised seal and color watermark liJoi _ in M e Pe it .,e.' .ti Schafer Engineering Associates is S : • ton 1.t . 1of 13 Fl , F •-.P.' ystems,Inc,2f South Rt 61,Schuylkill Haven,PA 17972 e" vviiae flange, 42" High Steel Wall Panel 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full //.\\4'/K\ Pd Total lateral drysoil load Pd - Yd x h2 35 x 3.5 2 [ ] = 2 = 2 = 214.38 Ibeft Total lateral water load Pw ywx hw2` _ 62.4 x 3.0 2 [ ] - 2 -= 280.80 tb/ft Total lateral load per unit length[P] = P.- Pd = 280.80 — 214.38= 66.43 Ibirt 66.43 Approximate distributed panel load [P.t] = h _ =18.98 ib/ft2 3,5 B. Saturated Backfill, Pool Full Ps �w c Total lateral saturated soil load PS = x h2 _ 45 x 3.52 2 2 Total lateral toad per unit length [P] Pw - P. = 280.80 — 275.6 = 5.18 lb/ft 5.18 Approximate distributed panel load[P ] = h = = 1.48 ib/ft2 3.5 iVo and or watermark. Not; P t Schafer Engineering Associates • It FO Ca r t ystems,Inc.,269 South Rt.+61,Schuylkill Haven,PA 17972 3 of 13 C. Dry Backfill, Pool Empty (See Material/lnstallation Assumptions) ••„, >,< Total lateral dry soil load [Pd] = 214.38 lb/ft pd 214.38 Approximate distributed panel load [R.,} = = = 61.25 ibift2 3.5 • 3. Flat Plate Analysis: (4`-0" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 3.0 ft x 4.0 ft Modify lateral soil load to determine actual load acting on panel parts by taking concrete bond beam into account. (Load Condition 2c governs and assumes overturning/sliding analysis requirements are met.) yd X het2 35 x 3.02 P' = = = 157.50 lb/ft 2 2 • P' 157.50 Approximate distributed panel load [P'ned = = 52.50 ibm2 h 3.0 2 2 P.thef2b42 52.50 x 3.0 x 4.0 Actual bending stress [fb] = 2 2 = 2 2tp`(het +111 ) 2 x 0.0785 x ( 3.0 2+ 4.0 2) [fb] = 24,536.49 Ib/in2 Fb 31,500 F.O.S. = = = 1.28 > 1.0 OK fb 24,536.49 r Void • sign- •,raped and or watermark Not M enfr A I Schafer Engineering Associates i Fl •N Y FO • Ca inal ystems,Inc,269 South Rt 61,Schuylkill Haven,PA 17972 4 of 13 ---- •J, VVIUe riiiiige,44,4 nign brem wan vane! 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load[Pitet I from Section 3 applies.) PR Actual Tensile Stress [ftl = tp at SIDE loom SIDE f '-- 52.50 x 15 x (142) ?'‘,0 ft = = 835.99 fblin2 0.0785 Ft 25,150.00 F.O.S. = —= 835.99 = 30.08 > 1.0 OK 1.________I ___ ft 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) b' WIDE PANEL —F LANGE -ID VERTICLE '7 WEB uRILNTA NUN FLANGE---1 =1 125 P' BRACE BRACE POINT C-0" POINT Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) 2P bs be Maximum bending moment [KJ = L. ( —+ 2— ) 9 liT 2 • 2 x 157.50 x 3.0 10.0( 3.0 M.= 2 + 2 ) = 394.04 ft-lb 9\FS- Ms 394.04 x 12 Actual bending stress [fb] = ----e, = = 7,916.46 lbrin2 ,,,s 0.5973 • Fb 25,150 F.O.S. = , ;.--- - 3.18 > 1.0 OK fb 7,916.46 ,void47 sign r ised seal and or watermark. M Pe It icati . n Schafer Engineering Associates 1 i : IF r ysterns,Inc,2e9 South Rt.61,Schuylkill Haven,PA 17972 Sof13 b. ttsenaing in me top Channel: (8'-0"panel length governs as maximum spacing between braces occurs with this panel.) • Ptop d=5 c FLANGE i FLANGE=1,25 P' =t,25 \ �,f r \ WEB Pbot tt a P'j3 CHANNEL X—SECTION BRACE RR POINT 8—a' • t POINTAC€ PLAN Modified lateral soil (Pt)from Section 3 applies: (Load Condition 2c governs_) pi 157.50 Load along the channel (Prop] = 3 = 3 = 52.50 ibift2 2 52.50 x 8.0 2 Maximum bending moment [Mc] = P$�`` = = 420.00 ft-lb 8 M. 420.00 x 12 fa = S = = 7,797.03 lbtitt2 0.646 Fb 25,150 F.Q.S. 3.23 > 1.0 OK fb 7,797.03 Void sig ,raised seal and color watermark. ottss:A ra i :{e• Schafer Engineering Associates Ft F = •, - ystems,Inc.,269 South Rt.61,Schuylkill Haven,PA 17972 6 of 13 Wide Flange, 42" High Steel Watt Panel 7. Overtumirag Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) F'd • 1 t !A We ( p 0 0m1 — (Wc/2)+ d E Mre st= M + M = Po am, + Pc aro = Wd heft we am, +yc tc we am, 105 X 3.0 X 2.5 X 1.67 + 145 x 0.5 x 2.5 x 1.67 = 1,614.58 f-lb E Mot= M Pd amz = Yd x h 2 am2 2 2 35 x 3.5 3.5 x 2 3 250.10 ft-lb F.O.S. = E M`�'�` _ 1,614.58 EMor 6.46 > 1.5 OK 250.10 void sign' ,raised seal and watermark. N F' d' R- it Schafer Engineering Associates F1 Fa•. C ystems,Inc.,269 South Rt.61 Schuylkill Haven,PA 17972 7 of 13 • 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) /lc< Pb 0.5 Pd tsr)\ W P (Pb + Pc )u c c 1.t.(Pb + P.)= p.(INdheffw.+70 w.) = 0.45 x ( 105 x 3.0 x 2.5 + 145 x 0.5 x 2.5 ) = 435.94 yd Pslidtng = Pd 2 2 35 x 3.5 2 = 214.38 E Presist 435.94 F.O.S. = = = 2.03 > 1.5 OK Pstidirvg 214.38 • Vold • sign4,raised seal and 1, watermark Not i:. Art I. Schafer Engineering Associates Il II IP or I . • `ifs IC F . . .• -ystems,Inc.,209 South Rt.61,Schuylkill Haven,PA 17972 8 of 13 • jti tryiue mange,az-- titgn steel Wall Panel 9. Brace (Angie Section)Analysis: (Assumes concrete bond beam in place and 8'-0"panellength for maximum brace spacing.) • P H _ s to LONG ANGLE 1 1 f 2" x 1 1/2" x AA" 11 GA. GALVANIZED ANGLE LATERAL LOAD DIAGRAM• ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) 66.43 Max force at brace level [P,] = 3 Lc = 3 8.0 = 177.13 lb Axial Compression Force[Pam.] = cc�s 8 P, = 177.13 = 371.23 lb cos ( 61.5 ) 0.4772 371.23 Actual axial stress [fe] = ��" _ = 1,072.91 lb/in� 0.346 1.0x44 = 148.4 Cc = 126.1 Fa= 6.781 ra 0.2965 6.781 F.O.S. = F. = = 6.32 > 1.0 OK 1.0729 ra .,. and"t Ior watermark. • *• Schafer Engineering Associates ;� s .• it .as 9 of 13 F0'. Ca gnat' •ystems,Inc.,269 South Rt.61,Schuylkill Haven,PA 17972 . 4 vviue ryteige, 4,4 nign heel wan 'Janet , - - 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in ,. . place and 8-0" panel length for maximum brace spacing.) A.) Compression Analysis: (Load Condition 2a governs ) via p 371.23 , ,,,,, r..4 , 1 Actual axial stress tf.t) = ,- --= i,z 1 4.J,0 i ibiin- a, A, 0 3068 .' .TuRtrBuCxtt 5/8"e - 19" A'W.1 k L, 1 x 19 \ THREADED ROD = 121.6 CL= 126.1 ,,,) - r, 0.15625 F.= 10.05 gni F. 10.05 F.O.S. = = - = 8.31 > 1.0 OK TURNBuCkit, end THREADED ROD fi 1.2100 AFRAM( ASSEAda 1' B.)Tension Analysis: (Load Condition 2c governs and modified lateral load 11,31 from Section 3 applies ) 880.21 Actual axial tensile stress [14= ---- = — = 2,869.04 win' As 0.3068 Ft 21.6 F.O.S = = ---= 7.53 > 1.0 OK ft 2.8690 11. Steel Bolt Analysis: A.) Check Bolt Shear: (Load Condition 2c governs and modified lateral load [P1 from Section 3 applies. Refer to section 9b of brace analysis.) P. 880.21 Actual bolt shear stress (f,1 = -- = — 7,969.55 ibeiri2 At, 0.1104 Fv 10,000 F.O.S. = — = --- = 1.25 > 1.0 OK fv 7,969.55 B.)Check Boit Tension Stress: (Load Condition 2c governs and modified lateral distributed panel load [P'nol from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force[1:1 = P' R= 52.50 x 15 = 787.50 twin of panel dot T S 787.50 x 6 x (1/12) Actual bolt tensile stress [ft] = = ' = 3,565,07 ib Ata 0.1104 F.O.S. — Ft 20,000 = = 5.61 > 1.0 OK ft 3,565.07 411 sed and Watermark Ng Vold,rarii ,sig , E Schafer Encpneenng Assomates 12 of 13 F r•;.4 ir Y F 41 pysterns,'Inc,2t39 South Rt.61,.Schuyliall Haven,PA 17872 8.) Tension Analysis: (Load Condition 2c governs and modified lateral load [r]from Section 3 applies.) P' , 157.50 Max force at brace [Pi) = LC = 8.0 = 420.00 lb 3 3 Pi Pi 420.00 Axial Tension Force [P ] = = 880.21 lb cos 0 COS (61.5) 0.4772 P.,,t 880.21 Actual axial stress [f.] = = = 2,543.96 lb/in2 A. 0.346 Fa 21.600 ._ F.O.S. =-- = = 8.49 > 1.0 OK fa 2.5440 :Void wout sigi t I a or watermark 470 e, Schafer Engineering Associates 2 4 i t' n L ••4 •'LY F . C rdin oc. Systems,Inc.,269 South Rt.61,Schuylkfil Haven,PA 1 7972 11 of 13 i_ _ _____ Name: TURNBUCKLE ASSEMBLY =slat 1 Number; TBASSEMBLY CsaPga�s,...„a.Inc. 250 Route 61 South,Schuylkill Haven,PA 17972 • 570-385=4733 • fax:570-385-1318 • CustornerService@eardlnalSysternsinc.com • . ` '5' A. d`THK. CONCRETE UNDISTURBED EARTH ALUMINUM COPING DECK, SLOPE 1/4" PER T F'&. AWAY FROM POOL ♦ SHORT DECK BRACE ANGLE 14 GA. GALVANIZED :- . -, i p,, 1 2" x 2" x 31 1/2" STEEL WALL PANEL w� 'Lima,/\\/ 14 GA.5 GALVANIZED ANGLE Lr�L1►'�T'"LY' X`i40�t'r / '"Cic i`rs i`[i•i`''r ►•i 1 LONG DECK BRACE ANGLE ''' 3/8'4 A307 ma. INL-N.��,-r#�+°i-•i.�:: a �i:* 0, / $43ir GGA. GALVANf2EDxA (3} BOLT 3N ALL HOLES ''� '+:T` �► `'vim' :`" ''� OF INSIDE TEXT TO wt.a:� �AP ,,p,� �\ `\ C57a8DL POOL) AS A MINIMUM .4#X�11`}i_ i`li;• ;yiXI!i1' \ s ii�i.? #;yt1p� /' /A4kax T CRIMP TiJ/4 x 25c ANGLE 7 !ji�14.4 s 1`��yr `r4.41.►•i`T; /j 3/4" x t 1/4"x 3 25 1/4" • • w • wO��gill' 11 GA. GALVANIZED L USE 2nd SET OF NOL.ES yi�X.� f 1► .1Y".y��'i j�itri TO ATTACH{ PLASTIC NfiS •..a*:s r. r w�=w7/' / (STEPS. SWIM OUT, ETC.) %. j at♦ iw. ♦ DRIVE STAKE it :Pe i; / t t/2" x 1 1/2• x tit". st ►#'* ails• YM ,. e,:, •,...7 i`:► S►:!,. ,4 GA eALVANIZI fl AA[GLE a.e,t �! 1 ar \�/ MnTEHoR7Tau s�.+�11 \ s1 6'CormNUOUS ' /�/j�,,/\. i\f CONCRETE COLLAR •: eh !! 4' BEARING PLATE SHORT ANGLE 7 1/2' x 4 1/2" x 12- 2 z 8 x 16" PATIO BLOCK 1/2" x 1 1/2" x 24' 34 GA- GALV. ANGLE AT EACH PANEL JOINT C14 GA. SEG6SA GALVANIZED ANGLE GS6478P AND CORNER FOR LEVELING, AT CONTRACTOR'S OPTION NOTE: BACKFILL TO'RE SANK!, GRAVEL OR OTHER NON—EXPANSIVE MATERIAL ` ♦ . .E1 • Perimeter: a �'" Dre t �S ' Area: : . . ■ , .4 Scale:318'a to 1, tees ' Q Turf ilst,NiIB.Confidentialproperty.tCardtatlSystema,ine,okala.iw,ardetpittatlonwltho.tProperwrtttenapprovalaattetlyproh1otted. ❑rl .. .."` Acceptancesd haf at Pits drawing con ataates 1001004W lad acncptarce•woo t w ea et*terms and oondiPans sat forth in the!once and minim;which - anen,F.iiedthis tithairah Is intoopontien Issiollt rand anode pin hose and 10104114 en Catteasai Systems,Ines**tithe at wassr.Cardlitel8asternstrwoomL n MellnC.COIl3 L e a It, G , ill ' 2 r. t- I14 $ X . oF , . v , li 1 $ p " 73 ANr1 us O ~1gi4 22 ^ In j a 2 13 ter al ,...,-0 ,, to m ✓ • v CYZOp11111!n_4 U � _• I 1 ° VI - i a' if a 12 I.: E. fl gatchin ov i '1 , . 141 i -a '''' g{.1 62 ii 1 f ` lvAAAvuAlll /� D iJ iliP! I —i i 7/8*flN. COVE 5 ' ,. -, , (12 p m zmo Ti 0 ti › EP I. --, a77 0 ,,,i4.,,,rw:--,, , ...7.,..-t 5,,4 g-2g7ItiQ8 ' j Pr fax" �At• "' c Ca ° o ��i?++ 5) 41411. •., • -",',,-.,-,', ,- -— -, - , ., , - . --. , , ,:• „ . .:,„ a,„ - . -. -, . . a.„. . ....,...,‘,.,.,., , ,,,, , ., - —-,-..--- - v ... , ----- ,-- • Name: VERSA BRACE DECK ASSEMBLY lovibta.‘41 .dma„,0,11111,14*, Number: CS703SLA Cardinal%Titania.Inc. 250 Route 61 South, Schuylkill Haven, PA 17972 • 570-38544733 • fax:570-385-1318 • CustomerService@CartlinalSystemsinc.corn ,...„...,.„--TEK SCREW HORIZONTAL BRACE TO THE TOP SURFACE .,. OF THE PANEL FLANGE 1 .....- CS7O3SS ..-- IC i ,..._____----ALIGN HOLES AND FASTEN oi ',.,..,„,, I 1 * TOGETHER USING 3/8"-1 5 x 3" LG. ' le BOLT BPS3008 _ J i I 30" ee AS 4 1 01 0 1 /..0- 01 I .• Cl ot Cl /--''''s--• CS703SL ®� 0 1 Cl ..-- I .•-•- ---- '• 0 1,...,- ,,, t Dale: 8/28/03 I:1! SLIP NOTCHED END OF VERTICAL Drawn By: PSB-1/7 L SUPPORT OVER STRENGTH BEND Scale:NTS OF PANEL CardinalSystemsinc.com ,. e,m , , Name: 2 PIECE DECK BRACE ASSEMBLY rCaall Number: CS700DLA Systems Irv.250 Route 61 South, Schuylkill Haven, PA 17972 • 570-385-4733 • fax:570-385-1318 • CustornerService@CardinalSystemsinc.corn 30" DECK BRACE SHORT ANGLE — 26" (CS7OODS) o 0 0 42" DECK BRACE LONG ANGLE N E (CS70ODL) a 0 p Date: OM% ® 0.' Drawn By: PER .- '� Scale:NT5 C2rrInalSysternsinc.com uro �!IN.) Qy�n o E. 7 n c I3 c 3 3 0 m- f�D tQ X n m y rn m -o LP m • • • • • • • • ' ma, W m n CC • to \ • x w 03 n C7 C i� O ".. * ?D >' �a Z Z C) CO co - - �"_ of a: Ili Ln 0 I co 0 wc H o fri cam: b