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0055 CRYSTAL RIDGE ROAD
�.f� %��. �,� i a 16 - QC/- 17 Ra alto Townof Barnstable REEiPT KAM 200 Main Street, Hyannis MA 02601 508-862-4038 ia?9 a� 1 � Application for Building Permit Application No: B-17-3600 Date Recieved: 10/17/2017 Job Location: 55 CRYSTAL RIDGE ROAD,COTUIT Permit For: Building-Siding/Windows/Roof/Doors a Contractor's Name: ARMEN SAFARYAN State Lic. No: CSSL-106102 Address: Hyannis, MA 02601 Applicant Phone: (508)776-2900 (Home)Owner's Name: VARGA,WILLIAM J& KIMBERLY A Phone: (508)292-3065 (Home)Owner's Address: 55 CRYSTAL RIDGE ROAD, COTUIT,MA 02635 Work Description: Re-Roofing hs� �q �yQ1 tr\Y Total Value Of Work To Be Performed: $13,750.00 sr Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will.require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act.(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. i hereby certify that I am the owner of the property which is the subject_of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is.issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Armen Safaryan 10/17/2017 (508)776-2900 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost: $13,750.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $70.13 10/17,12017 _ $70.13 �x7ooc-JCCC7{-X3C0C-€ Credit Card _.._.. ...... ..._....._ 8664.................................1 ....._.._.. ......... _........ Total Permit Fee Paid: . $70.13 P`oFTHE royti Town of Barnstable o� BARNSTABLE. '.a. Regulatory Services 7 MASS. i67q. N0 Building Division prED MA'S A 200 Main Street, Hyannis, MA 02601 .Office: 508-862-4038 `Fax: 508-790-6230 _r Inspection Correction Notice Type of Inspection Location -r Permit Number Z C)� Owner te)K 6 g1-- Builder T-4 b 6 Ai r s r v One notice to remain on job site, one notice on file in Building Department. The following items need correcting: J� 76 Stub s , 3 1C71t.LJ_, #r-l' < -r�� s ftC4.- G-Nb oicw � wt, a O'CIPP6W, --roo gs. 144r, 0 Am PUC t ii V ` vww\cE Uekrr Pipes Ak",r CouEqzit� UJ6Sb1Rt_C0_Z)G_ N E7_ , w u n.lAlQy 4�0.�� r' Please call: 508-862-410=t for re-inspection. Inspected by Date o u R e Town of Barnstable OF1HE Tpk� Regulatory Services 'l/QP Q` Thomas F. Geiler,Director ) tt " a" MASS. ' ' Building Division i639. A � Tom Perry,Building Commissioner • FD MP � 200 Main Street, Hyannis,MA 02601Lq mr www.town.barnstable.ma.us ?.` Office: 508-862-4038 Fax: 508-790-6230 PERMIT# c--,�?0 I 0 6'1 FEE: $ 5 SHED REGISTRATION 120 square feet or less Cr s C_'yvl�' } Location of she (address) U Village 1 U Sze l G Property owner's n me Telephone number Size of Shed Map/Parcel# 9 ZG �� Signature Date / Hyannis.Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? 0 r Conservation Commission(signature is required) QK Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 ' 0 fll NIMPISTABLE QwftUjalfW�, /= 455 Yarmouth Rd. Hyannis, MA 02601 Tel: (508)-775-1214 Fax: (508)-778-5735 DID,/IS 10- i : I.B.I. Construction 7 Hillwood Way East Sandwich, MA 02537 Attn: Bob The flat roof at 55 Crystal Ridge Road in Cotuit was insulated with 7 inches of Sealection Agribalance open cell spray foam. The R-value is 4.5/inch. The R-value of the 7" application is R-31. 4s Ce od Insul on, Inc. l 4 You can find us online at www.CapeCodlnsulation.com. OAgnbalance� Spray Foam Insulation Installed Insulation Statement Location of Insulation Thickness° Total R-value Approximate Sq.Ft. Walls x 4.45= Attic 4�of Deck(circle one) ! x 4.45 ' S� Cathedral Ceiling z 4.45= rx x 4.45— x 4.45= . R-value= 4.45 per inch Tensile Strength=.3.87.psi ' Density = 0.6-0.8 Ib/ft3 Compressive Strength= 1.86 psi`.. DEMILEC Batch# �2 Andek Batch# (t applicable) Company Name Phone Number Applicator ame { Applicator Signat e Dat JOB LOCATION BUILDER INVO 7 v (3 - wiz a,t t-h t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Z V Application # ��� GQ A((/ Health Division Date Issued Conservation Division i App lication Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation / Hyannis Project Street Address �S �2XS r �,d6� �o�YJ Ccl7liiT �9 a>,r2l VillagefP �3LG� Owner,/J/GC' c t ,,/I ���c'cs Address Ss_6;t>`S%7/lL Z<�4 � Telephone .SCE k— 4 0 -6ALZ;,- , Permit Request 2��.V VI © Ak 0 1 I I , �'` Square feet: 1st floor: existing_E3J&oposed_]YI 2nd floor: existing proposed _Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type" U�Do- Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 10 rs Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other cc—[A SpIA4 So Basement Finished Area (sq.ft.) 776 Basement Unfinished Area (sq.ft) 2-7> Number of Baths: Full: existing new Half: existing nev _ t Number of Bedrooms: existing® new CA Ln Total Room Count (not including baths): existing new First Floor RoPmlCount ry Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other cn Central Air: Oyes ❑ No Fireplaces: Existing vv" New Q Existing wood/co I stove:yW YeWN0 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Bern: ❑ exiIting ❑bi)w Ri e_ Attached garage:*Aexisting ❑ new size-thed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � Telephone Number Z Address I j 1 W-06 d W W License # "-Y_ ' LJA ( nA Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /�S��G� '`' SIGNATURE _�C "`7 r' DATE 6 7 FOR OFFICIAL USE ONLY APPLICATION# x DATE ISSUED NEAP/PARCEL NO. ADDRESS VILLAGE E OWNER DATE OF INSPECTION: IR44-,k � Sa��/�oufo FOUNDATION FRAME fW eT DK 6l g pf6 1/0(1 0 rW-fti QK INSULATION 41NS D cal /r t o FIREPLACE L ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL 'GAS: ROUGH FINAL •R FINAL BUILDING � i DATE CLOSED OUT 3 ASSOCIATION PLAN NO. 7 •r r The Commonwealth of lAlassachusetO Depar'finent of Industrial Accidents Office of Investigations, 600 Washington Street Boston, MA 02111 wwlv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/filet tricians/Plumbers .A. licant Xnformatio>u Please Print Y e zbzy Name (Business/Organization/Individual): �2 Co 11S�0 +n'+n 0 Address __�� oo City/State/Zip:. �lA�() _ ` A -- Phone.#: wo ' Are you an employer? Check the appropriate box: Type of piojcct(required): 1.❑ I am a employer with 4. 1 am a general contractor and I 6. ❑New construction . employees (full,and/or part, modeling tim.e).* have hired the snb-contractors listed on the'attachad sheet. T. ❑Re T 2-C1 I am a soleprpprietor or'partfter- These sub-contractors have ' ship and have no employees 8. •❑Demolition , employees and Have workers' 9,Ntuilding addition ' working for mean any capacity. '=�' comp. insurance.# [No workers'•comp.•insurance 10.0 Electrical repairs or addition I 5• ❑ We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or addition right of exemption per MGL 12.❑Roof repairs myself. [No workers comp. insurance.required.] t c, 152, §1(4), and we have no .13•[] Other employees. [No workers'. comp.insurance required:] *Any applicant•that checks box#1 must also fin 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, itional sheet showing the name of the sub-contractors and state whether or not those entities have 1Conlractors that check this box must attached an add employees. If the sub contractors have employees,they must providb their workers'comp,policy number. lam an employer that is providing workers' compensation insurance for my employees. Below is lice policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M 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 fo secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimiri4l penalties of a fine tip to 31,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S2S0.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of havesti ations of the DTA for insurance coverage verification. I do hereby c u er pains and penalties of perjury that the information provided bone is true and correct. Date: /n — Si afore: n , Phone Offccial 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 'z,B uilding Department 3. City Clerk 4.Electrical Inspector S. Plumbing Inspector 111for atzon and Inst 'Uctions Massachusetts General Laws chapter 152 requires all employers to provide workers' cc peunderon'for their.any contract mployees. Pursuant to this statute, an employee is defined as "...every person in.the service o f another of hi , express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more as d of the foregoing engaged in a joint enterprise, and including the legal representatives of deemployerp1H weverhthe . receiver or tivstee of an individual,partnership, association or other legal entity,employing owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house oron the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that".every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." "Neither the commonwealth comonwealth nor any of its political subdivisions shall Additionally,MGL chapter 152, §25C(7) states . enter into any contract for•the performance of public work until acceptable evidence of compliance with the insurance requirements,of this chapter have been presented to the contracting authority:" Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-.contractor(s)name(s),address(es)and.phone number(s) along with their certificates) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confrmation of insurance coverage. Also be.sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of r required to obtain a workers' Industrial Accidents. Should.you have any questions regarding the law or if you arcq • compensation policy,please call the Department at the number listed below. Self insured companies should enter their self-' uramce license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Depart rent has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple perznit/iicense applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town);".A copy of the affidavit.that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e, a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit ank you in advance for your cooperation and should you have any questions, The Office of Investigations would like to.th please do not hesitate to give us a call. The Department's address, telephone-and fax number: The Commonwealth of Massachu,-,s Department of Industrial Accidents Office of lavestigations- 600 Washington Street Boston, MA 02111 Tel. # 617-727-490.0 eat 406 or 1-$77-MASSAFB Fax#'617-727-7749 Revised 11-22-06 www.mass.t?ov/dia I IKE� Town, of Barnstable Regulatory Services Y . w lxxarA13LZ, r ' e t o rcAss. Thomas . Geller, Director 6.39. � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 vrww,town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790 Property Owner Must Complete and Sign This Section. If Using A Builder as Owner of the subject property - hereby authorize o:OGt -.G.4 to act on my behalf, in all matters relative to work authorized by this building permit application for (Address of job) /Ool6�S Signature er at Print Lazne if Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. r Town of Barnstable Regulatory Services Thomas F. Geiler,Director sAxrit;rAeLe, HAES Building Division ATfD �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwvlw.tovyn.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number street "HOMEOWNER": home phone# work phone# name CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. 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 dwelling,attached or detached structures accessory 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 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures.and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note; Three-fanuly dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Constructi on Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when thobmeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. . To ensure that the homeowner is fully aware of his/her responsibilities,.many communities require,as part of the permit application, that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. gtandacits tea fie 1�anvnzoauuea ° -4�za�2.el Zuoel'd a ink eou►at'ons OR. r ' ' (ding Regulations and Standards !j , " Board of Bui gild R > .: NS GT. 2 .i Board of B v�MEtjS G� i i Construction Supervisor License• ye FIOME.IMp' 103635 2705g0 f } License`,CS. 28811 istrat�on, rt ': Tr# 24105 Reg, rt 7191p10: R Expiration 5/1t0 2010 HXp��tlol tir�vid�al - i triction� 0 31u v � 0 S. Iq + ROBERT G IADONIS r, OBER(G inistrator ! R ert ladoms, / Adm s 7 HILLWOOD W RobAY u-�d - _ _ 7 H'�11Wo� "' V _ _y Nlay �-�-7t_ ,�.SANDWICH =MA 02537 Comm�ss�oner ; ',� Sandwich,MA i a gg � - tG y � F! 4 s Board of Building Regulations and Standards j Construction SuperAcr License P? y License CS. 28811 i{ Ez Erat on 012010 Tr# 24105 t S s P �• •r :RestrictEon 0 k ROBERT G IADONISI. r r ry 7'NILLWOOD WAY _ . E SANp.WICH MA 0253Z _ Comm�ss�oner { � J 10 ht- SO CUM au0 SOtuO kov auoA , x Sp�¢Puu�S nro})1a acA uo auaaS�3ax�0 as 9 V .oa uau;a�pu Mr - y sty} 14, 1 -1 - .. $gip. E. 29ti9 9, 10AM N� 01.a4 P. ?,/21MONYYY) At;utvu,. CERTIFICATE OF LIABILITY INSURANCE 09/08/2009 PRODUCER (508)997-6061' FAX (508)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 439 State Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 79399 N. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE _ NAIC# NsuRED 'r�su�-P.. Merchants I Michael Riley & Ronald Campanini _- -- --� Insurance Group _—� - ----- DBA: RAM Construction —,NaIRERB o� Pat Riley I^1SJREF.C 30 Shorewood Dr 4� E:-- - -- INJJR�R D — MaShpee, MA 02649 NSJRER e: _ - COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TC 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'L POLICYEFFECTIVE POLICY EXPIRATION LTR SR TYPE OF INSURANCE POLICYNUMBER DATE MMIDD DATE(MMIDDNYM LIMITS GENERAL LIABILITY GLP91083561 03/28/2009 03/28/2010 EACH OCCURRENCE g 1,000,000 XF ifIOMMERCIAL GENERAL LABILITY IABILITY 1 PREMISE�� Ea ov m If lOD,OQQ i CLAIMS MADE X I OCCL.R f MED EXP(Ary one person) g 5.000 q f — I �1_ _ i PERSONAL 8ADV INJJRY g 1,000,000 GENERAL AGGREGATE g 2,000,000 GE L AGGREGATE L NIT.APPLIES PER. i I. I PRODJCTS-COMP/OP AGG r 2,000,00C pR,� =011CY E^T F LOC AUTOMOBILE LIABILITY - I COMBINE()SINGLE LIMIT I I ANY A,mD I (Ea acdcle"? g 111'-------iii .ALL O"NNED AUTOS I F i 60CILY INJUR" 3 CHEDL!LED P,UTOS I (Per parson) — , �IREDAl1i0S BODILY INJUR" vON-OWNED AUTOS - j (Per a.dcenl -- I (Pe, DAMAGE (Per a::ciCent: g i GARAGE LIABILITY AU iO OVLY-EA ACCID_N1 g i .ANY'AUTO� - I - EA ACC J OTHER THAN I AUTO ONLY: AGG g EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE g )C LIP, CLAIMS MADE I ACCRrG.ATF g - R DEDUCTIBLE I g — RETE`J-IgFi — WORKERS COMPENSATION X A - IDTH AND EMPLOYERS'LIABILITY ' i. T�.OR r M TS F_R ANY PPOFR1ETOR/PARTNER/EXE.CUT!VE YIN WCAQ021892 08/15/2009 , 08/15/2010 EI,EACHACCIDENT g 1,000,000 A CFFI"EWMENEER E.KCLUDED? _ —. —._, I(Mandatory In NH) ICHAEL RILEY & RONALD� - C.. -----_. ---- E.L DISEASE g 1 0QQ QQ i If yas,_tascriba under 1 — SPECIAL PF:OV SIGNS below CAMPANINI ARE COVERED.I E.L.DI------POLICY uM!r 1000,00 I OTH=R i DESCRIPTION OF OPERATIONS!LOCATIONS 1 VEHICLES 1 EXCLUSIONS ADDED BY ENDCRSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSU!NG INSURER WILL ENDEAVOR TO MAIL 10 GAYS WRITTEN IBI Construction NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL ATTN: Bob Iadoni si IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR 7 Hill .Wood Way REPRESENTATIVES. E Sandwich, MA 02537 AUTHORIZED REPRESENTATIVE _ 11(rista Hartford _ ACORD 25(2009/01) FAX: 508.888.4102 O 1988-2D09ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.2.1 Compliance Certificate Project Title: VARGA ADDITIONS Energy Code: 20061ECC Location: Barnstable,Massachusetts Construction Type: Single Family _ Conditioned Floor Area: 750 ft2 Glazing Area Percentage: 19% Heating Degree Days: 6137 Climate Zone: 5 - Construction Site: Owner/Agent Designer/Contractor: 55 CRYSTAL RIDGE ROAD WILLIAM AND KIMBERLEY VARGA ROBERT IADONISI COTUIT,MA 55 CRYSTAL RIDGE ROAD IBI CONTRUCTION COTUIT,MA ,Compliance: Passes on UA Compliance:22.5%Better Than Code Maximum UA:178 Your UA:138 -y Gross Cavity Cont. Glazing UA Assembly Area 4 or or •• Perimeter U-Factor Ceiling 2:Flat Ceiling or Scissor Truss 750 30.0 30.0 13 Wall 1:Wood Frame,16"o.c. 1134 19.0 19.0 31 Window 1:Vinyl Frame:Double Pane with Low-E 130 0.330 43 SHGC:0.29 Door 1:Glass 84 0.330 28 SHGC:0.29 Floor 1:All-Wood Joistlrruss:Over Unconditioned Space 750 15.0 15.0 23 Furnace 1:Forced Hot Air 92 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.22.1•and ,tooccomply with the mandatory requirements listed in!PS REScheck Inspection Checklist. Name-Title SYgnature to tl Project Title:VARGA ADDITIONS Report date:09/21/09 Data filename: Untitled.rck Page 1 of 1 t ` REScheck Software Version 4.2.1 Compliance Certificate Project Title: VARGA ADDITIONS Energy Code: 2006 IECC - y Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 750112 Glazing Area Percentage: 19% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent Designer/Contractor: 55 CRYSTAL RIDGE ROAD WILLIAM AND KIMBERLEY VARGA ROBERT IADONISI COTUIT,MA 55 CRYSTAL RIDGE ROAD IBI CONTRUCTION COTUIT,MA Compliance: Passes on UA Compliance:22.5%Better Than Code Mabmum UA:178 Your UA:138 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or r.. Perimeter U-Factor Ceiling 2:Flat Ceiling or Scissor Truss 750 30.0 30.0 13 Wall 1:Wood Frame,16"o.c. 1134 19.0 19.0 31 Window 1:Vinyl Frame:Double Pane with Low-E 130 0.330 43 SHGC:0.29 Door 1:Glass' 84 0.330 28 SHGC:0.29 Floor 1:All-Wood JoistITruss:Over Unconditioned Space 750 15.0 15.0 23 Furnace 1:Forced Hot Air 92 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:VARGA ADDITIONS Report date:09/21/09 ,Data filename: Untitled.rck Page 1 of 1 a DATE(MM/DO/YYYY) --�'QR--�rNl. CERTIFICATE OF LIABILITY INSURANCE 01/20/2009 PR00 R Phone: (781)933.3100 Fax: (781)933.9048 THIS CERTIFICATE IS ISSUED AS A MATTER,OF:INFORMATION SALEM FIVE BOYLE INSURANCE SERVICES,LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE' 445 MAIN ST BOX 6O6 HOLDER. THIS CERTIFICATE DOES NOT AMEND.;EXTEND OR VYOBUhN MA 01801- r H INSURERS AFFORDING COVERAGE NAIL# INSURED INSURER A: Netherlands Insurance Co 241:71. GUTTER PRO ENTISRPRISES;INC INSURER B: Excelsior Insurance Co 11045 P.O.BibX 1197. INSURER C. Peerless Insurance Company PLYMdtJTH MA 02362 INSURER D: Peerless Insurance Company. INSURER E: COVEIkAGEs THE M IE OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO.THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REgUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS-CERTIFICATE:MAY BE ISSUED OR MAY PENTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,•EXCLUSIONS AND CONDITIONS OF SUCH POLICIES] AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS: 'SR ADM _ POLICY EFFECTIVE ..POLICY EXPIRATION - t.TR w TYPEOFINSURANCE :. POLICY NUMBER _ . .o Mn)D/PY ATE LIMITS - GENERAL LIABILITY CBP8542307 11107/08 11/07109 EACH OCCURRENCE S' , E COWACROtAL GENERAL LIABILITY DAMAGE TO-RENTED S 100 000 PREMISES Roo wence r CLAIMS MADE D'OCCUR MED.EXP(Any one person) $ 5,000 A PERSONAL&ADV.INJURY $ 11000,000 GENERAL AGGREGATE 9 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG. S' 2;000,OQO POLICY PRO- LOC S AUTOMOBILE UAWLITY BA8545411 11/07/08 11/07/09' COMBINED SINGLE LIMIT ANY AUTO (Ea acddeni) . 000,000 a 1`, ALL OWNED AUTOS BODILY INJl1RY X- SCHEDULED AUTOS, - (Per person) E B X HIRED AUTOS BODILY INJURY •: X NON OWNED AUTOS (Peracatlent) S PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY•EA ACCIDENT S ANY AUTO OTHER THAN EA ACC AUTO ONLY AGG S. EXCESS I UMBRELLA LIABILITY " CU8541612 11/07I08 11I07/09 EACH OCCURRENCE S _ 1,000,000 X .00CUR - CLAIMS MADE AGGREGATE E 11000,000 c RDEDUCTIBLE $ X RETENTION E 10,000: S WO&KERS COMPENSATION AND 1MC8549207 11/07/08 :'11/07109 TORY LIMITS OTHER ENIMLOYERS'LIABILITY D AN1'WWRIETOWPAR� E.L.EACH ACCIDENT S 600,000 RIC OFER/MEMBER EXCLUDED? • ." `. :.. E.L DISEASE-EA EMPLOYEE S 500,000 Ifyi4dwerillsoundw S Mt PROVISIONS bNow: EL:DISEASE-POLICY LIMB S 500,000 O ER: DESCIkIPTION OF'OPERATIONS/LOCATIONS/VEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CER FICATE HOLDER CANCELLATION SHOULD.ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER.WILL:ENDEAVOR TO MAIL_10 DAYS, WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO,THE LEFT;BUT FAILURE TO Bob!oordsl DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OFANY:NINO UPON THE INSURER,ITS' PCMel1(485 AGENTS OR REPRESENTATIVES: Sandwich,MA 02563 AUTHORIZED REPRESENTATIVE Atterltlon: . Gerard F Bo Jr ACO.D 25(2001/08) Certificate# 25989 ®ACORD CORPORATION 198& ® 10/30/2009 09:06 5082553176 EAST CAPE PAGE 01 47 east cape engineerin& yff;t of BAR 1s I ABLE 44 Route 28 P.O. Box 1525 ?fm,9 OCT 3O ki 1 r 4 5 CIVIL ENOINEERINQ Orleans,MA 02653 LAND SURVEYING WATSR RGGOURCIES /gyp a-y M LAND COURT 'INVI RONMENTAL SW255.7120 PHONE SITE PLANNING aq NITARY CERTIFIED PLANZ STRUCTURAL 909-255-3178 FAX - WATERFRONT - DIVIS10til FAX TRANSMITTAL TO: Qo m Me, FAX NUMBER: COMPANY: s3�wc-IWu n„nsIa.( FROM: « DATE: NO. SHEETS SENT INCLUDING COVER PAGE: MESSAGE: �'-'�`� � �fi To c41„ �� �f �.�cnc:�a . ��hs shv►�vr► 10/30/2009 09:06 5082553176 EAST CAPE PAGE 02 . :, east Cape engineering OF BARN TABLE 44 Route 28 P.O.Box 1525 7 4 OCT � !Q S CIVIL.ENGINEERING Orleans,MA 02653 LAND SURVEYING WATER REGOUPCEG LAMP COURT ENVIRONMENTAL 508-255.7120 PHONE GITE PLANNING SANITARY - CERTIFIED PLANE - GTRVCTURAI. ' . 508-255-3176 FM - WATERFRONT veme,rar,,,nr,.,xs..,,a•.n�s:zs� I 11Oil Robert McKechine Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 October 30,2009 RE: Modification/Amendment, Varga Residence, 55 Crystal Ridge Road. Cotuit. East Cape Engineering, Inc reviewed the proposed modifications to the Varga residence proposed by the general contractor,Bob Iadonisi of IBI Construction. The proposed footings below the open porch framing will be replaced with a concrete stem wall and possible slab to support a bluestone patio. Based on your comments for uplift prevention measures at the open porch area, the following items and option may be used to satisfy your request: 1. The attachment of the open porch framing members to resist uplift forces may achieved with typical H2.5A or other style hurricane clip. 2. The main girder can be attached to 4 X 4 posts inside the architectural column surrounds by the use of a BC4, LPC4Z or equivalent column cap and attached to the foundation stem wall/slab with,ABU44 post bases which can be via 5/8"expansion anchors, grouted 5/8"threaded rods or cast in plate anchors. The following information satisfies any uplift, gravity and lateral requirements for the open porch area framing. Please feel free to contact me regarding these modifications. Sincerely, 'fH OFS MARK A. McKEN C I Mark A. Mc K �� g T E 'treasurer, East Ca ,Inc. W N _ S J m existingLD . BEDROOM s In, * ¢.ww er cvj ; CD ROOF RAFTERS 16' D.C. L W1 112- CDx PLYWD. SHEATHING 4 ASPHALT ROOF 5HINGLES €f2 sFtke!G . 1 23.5 0-1 REW 2xG CEILCNG JOISTS @ I G O:C_ W/FBGL. IN5L. (K 30) EXISTING SECOND FLOOR 01 m °ALUMINUM GUTTERS osisr. 2.L1 co W Z)ZX I D CARKYING BEAM s new W1t}x45 or W8x67 it Q r I STEEL BEAM/Rush frame ELF U� o� REUSE EXIST. SLIDING ' DOORS MERE IN NEW 2xG STUD WALL W/ enlarged. 5 1/2' FBGL. IN5ULATION, FAMILY RM. ICY OIA. DORIC COLUMN _ 112' PLYWD., HOU5EWRAP -5TRUCTURAL WH(TECEOARSHINGLE5 r I I `► I Z '€` 'b X4 RT. NEW 2x 10 FLOOR JOISTS REMOVE T?f€S , > Cal.urk4 . @ 1 G'O.C. WI EXIST. WALL > V4'Tf G PLWO. 5UBFLR. x rn ALIGN D(I5T. @ NEW FLOOR - EXISTING FIRST FLOOR p D co WD- 5TEP5 TO GRADE 15T _ new P.T. 2xG 51LL PLATE W1 5)5'GALV_ ANCHOR I I I I I—III- CRAWL BOLTS @ MAX. ?'D.C. 6'-12' FROM m I I I=I I 11I „ END OF PLATES, USE 3'x3'x I/4'PLATE —I j I 1 1=1 =III,. I III 2SPQ�E WA5HEP5, BOLT EM13ENTMENT MIN. 7' - III= 0' DIA. CONC. SONOTUBI III DUST COVER NEW 5'THICK POURED CONCRETE existin FOUNDATION WALL ON n I G' — 9 _ I-III-11 . CONTINUOUS CONC. FOOTING BOTTOM TO BELOW F905T LINE FULL BASEMENT ` 4'0'MINIMUM n 9_91 G,-O" qw _ - NEW ADDITION, EXIST. HOUSE g D m S1 SECTION THRU FAMILY RM. ADDITION W AIRA R . 4 JAN _ If n++ Z r 10/30/2009 06;35 5082553176 EAST CAPE PAGE 02 easy cape engineerin�Tghi"cap ;INSTABLE 44 Route 28 7Cj9 OCT -1 0 AN $: 07 P.O..Box 1525 CIVIL ENGINEERING Orleans, MA 02653 LAND SURVEYING wATrA RESOURCES LAND COURT rNVIRONMENTAL - �jOB-25S-7120 PHONE _ BITE PLANNING GANITAR�' - CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX � WATERFRONT QIIS Va` I Robert McKechine Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 October 27,2009 RE: Modiftcation/Amendment,Varga Residence, 55 Crystal Ridge Road. Cotuit. East Cape Engineering,Inc reviewed the proposed modifications to the Varga residence proposed by the general contractor,Bob Iadonisi of IBI Construction. The proposed footings below the pergola framing will be replaced with a concrete stem wall and possible slab to support a bluestone patio. Based on your comments for uplift prevention measures at the pergola area, the follow'Tig items and option may be used to satisfy your request: /�� l. �ep�ergola frami n e x erience nearl an a licable u lift g- P Y Y Pp Pfo =totlY pen framing,however,the attachment of these to the low beam may achieved with typical H2.5A or other style hurricane clip. An alternate to this clip that would satisfy the attachment criterion would be the installation of a TimberlokO or equivalent fastener through the top of the pergola members to the girder in order to conceal the connection. 2. The main girder can be attached to 4 X 4 posts inside the architectural column surrounds by the use of a BC4, LPC4Z or equivalent column cap and attached to the foundation stem wall/slab with ABU/ABE44 post bases which can be via 5/8"expansion anchors, grouted 5/8" threaded rods or cast in plate anchors. The following information satisfies any uplift,gravity and lateral requirements for the pergola area framing. Please feel free to contact me regarding these tions. Sincerely, MARK A. -McKENZIE VIL goaa °�� ®►s TS� 8� Mark A. Mc Treasurer, East Cape ngineering,Inc: 0 10/30/2009 ' 66:35 ,_ 5082553176 EAST CAPE PAGE 01 j east cape engineerin& inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans,MA 02653 LAND SURVEYING WATER"EDOURCES LANO COURT SITE FLANNINO ENV:ANITTARYARY I TAL 508-25j-7120 PHONE CKRTIFICD P-LAN5 SAN STRUCTURAL 509-256-3176 FAX - WATERFRONT FAX TRANSMITTAL TO: QoeW_r vile, Vec*jjCj FAX NUMBER: sov- Igo - (FT o5O COMPANY: FROM: DATE; col o f a�a NO. SHEETS SENT INCLUDING COVER PAGE: MESSAGE: �*`�- .�._ � To cltw ,�/ �y 4a-�cr�c� . ��hs� sMc��r► e IAf[.r,¢'1 �'7 I s 4 Mrs Tiles-r ��� 1►.t�rt'r- ►+rtva� east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans, Mass.0265.3 LAND SURVEYING WATER RESOURCES .+ LAND COURT 508-255-7120 ( SITE PLANNING SANITARY ENVIRONMENTAL CERTIFIED PLANS - STRUCTURAL - Fax 508-255-3176 WATERFRONT 7th Edition Massachusetts Building Code Mass. Version of the WFCM A 1-0 MPH Exposure B Checklist Summary of Construction Requirements t Project: Varga Residence, 55 Crystal Ridge Road, Cotuit. Per BBRS definition, site is Exposure B Checklist has been satisfied with exception of the following: The proposed garage addition will require one 24 In. APA portal segment, constructed per the requirements of APA. (This supplemental is provided with the design package) Design loading is generated from the provisions of ASCE 7-02 "Minimum design loads for buildings and other structures" as well as the requirements of the WFCM. Option: 1) Install the 24"APA portal segment to provide sufficient lateral capacity in the West garage wall. Refer to the attached APA portal design guidelines for proper construction. Standard framing connection requirements: Table 2 for WFCM manual (attached) Anchor Bolt Requirements: 5/8"bolts spaced 39"o/c with minimum embedment of 7"into concrete. Additionally, a bolt must be placed between 6"and 12"of each corner. All plates to be connected using 3"x3"x1/4" square plate washers Floor Construction Requirements: First two joist bays on each floor to be blocked with 2x lumber 4' on center for the length . of the joist. Sheathing to be nailed in accordance with Table 2 ( 8d nails, 6" spacing at the edges and 12 inch -,racing in the field). Block sheet edges w/minimum 2x4 blocks to allow 6" spacing to continue across joist bays. I -Exterior Wall Requirements• All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a minimum splice length of 4 feet and splices to be nailed with 16— 16d nails in accordance with Table 6 in the WFCM 110/B booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot for all elevations. For all door and window openings, multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required. Refer to the contract documents for king stud requirements as.noted. For shear and uplift connection of the sheathing, the sheathing is to be nailed 6"on at the edges center g s and 12 on center m the field for all sheathing with exception to the"Page West"wall at the garage door opening where APA portal requirements govern and the "Page North"wall of the expanded kitchen. For this elevation,nailing is 3"on center on the edges and 12 on.center in the field. All nails are to be 8d or equivalent gun nails (0.131"x 2-1/2") All edges must be blocked with 2x4 minimum blocks at panel edges to ensure spacing is maintained between stud bays. In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to at least 2 inches into the second floor box (Note 4 Sheet attached). Roof Framing Requirements Rafter connection to the top plate requires Simpson H-10 or H-14 hurricane clips on every rafter. H-2.5 clips can be used if blocking is installed between rafter bays at the plate to resist shear and lateral loads. All clips to be install in accordance with Simpson requirements. Collar ties are required within the upper third of the roof height on every rafter connection with(7) 10d nails per rafter or use Simpson LSTA 18 straps on top of roof sheathing across ridge on every rafter nailed in accordance with Simpson Requirements Sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 12"on center in the field. Blocking to be provided between rafters at sheathing edges to maintain nail spacing across rafter bays. r Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is ' responsible to ensure all connections,nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2008 catalogue for all strap,hanger, and tie ` installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This' review�was completed on plans submitted by Architectural Innovations dated (10/30/08.and was based on the floor plans, elevations, and sections provided. Any changes-to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the wind design. Consult the engineer of record for any and all changes from the original design documents. ,A of A4ANIAARK A. �� ti t, r M k A�'1VIcrenzie;t .E. T er,gEas Cape Engineering, Inc. s'9/oNAL ?v Attachments: WFCM Manual Table 2—Nailing Requirements Mass Checklist Note 4—Sheathing Nailing Requirements APA Portal Frame Construction Requirements i '? AWC Guide to Wood Construction in High,Wind Areas: 110 tnph Wind Zone Massachusetts Checklist for Compliance (780 CMR 530.1.2.1.1.)i Loadbearing Wall Connections Lateral(no.of 16d common nails).......I.......................(Tables 7)....................................................... Z ✓ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ 2- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ............:...........................................(Table 9).................................. 6 ft 0 in. :_11' ✓ SillPlate Spans ........................................................(Table 9)..................................&ft 9 in. :_11' ✓ Full Studs Height no.of studs 9 ( )...:...............................(Table 9)........................................................ _;31 ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans...... ......................................................(Table 9).................................. 5 ft O in. :12' ✓ Sill Plate Spans...........................................................(Table 9).................................. t�ft 0 in. :_12" ✓ Full Height Studs(no.of studs)...................................(Table 9)........................................................ '21 ✓ Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ..............................................................................4!b(<6.8,. Sheathing Type................:.......:........:...........(note 4).....................................................?/>a = z wsr 7 Edge Nail Spacing......................................... (Table 10 or note 4 if less) ......... 0 in. ✓ . .............. Field Nail Spacing........................................:(Table 10)........................:......................... i Z in. Shear Connection (no.of 16d common nails)(Table 10)........................................................ 5 Percent Full-Height Sheathing Table 10 .............................: ✓ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ....... ....... .........:................................................6=Iw:<6.8" ✓ Sheathing Type..............................................(note 4)........................ 'M zw ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... b in. ✓ Field Nail Spacing (Table 11).................................................J2— Shear Connection(no.of 16d common nails)(Table 11)........................ .............................. v Percent Full-Height Sheathing......................(Table 11).......GonITRQtt•,VkWE•,•,,,,,,,,,,,,•„•,•, % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ ✓ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang ...................................................(Figure 19).............0.61 ft :_smaller of 2'or U3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 2.1,q plf W ✓ Lateral.............................................. Table 12 L= 11 be ✓ Shear..................:...........................(Table 12).............................................S= 77 ptf to ✓ Ridge Strap Connections,if collar ties not used per.page 21... (Table 13)................................T=�plf Gable Rake Outlooker.............. ..........................(Figure 20).............0-b`( ft -smaller of 2'or U2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= 17 Ib. Lateral (no.of 16d common nails)..(Table 1 CMR.Cha Chapters 58 and L=t� lb. f/ Roof Sheathing Type........ .... ..... (P p ) ��6 i3z iPsp '✓ ...... Roof Sheathing Thickness........................................... ...............................:.... �b z in. >_7/16"WSP ✓ Roof Sheathing Fastening........................................... able 2 .fit^.^ ?..... e2. ........ ✓ ✓ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure-5 b.' 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 i d. All Straps per Figure 17 ! e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in I amen to and 1 I. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. /� is+►'� '� ���?F�� ! t.�i�p Lc.�.p��,� }�rc��ca!2c'—� f'c�t. �'v�7t � o� � ���f to . �t'J''r {'D�►mt�r >. t. E 60A PAE�Y"t--p 41Zr Mp ns-'r,r WC Gztide to.Wood Constr'irctiorr ill High Wrrrd Areas: 110 tit If/ Zorre j .Massachusetts Checklist for Compliance (780 CMR 530.1.2.1.1)' U�D .DVS GdA.4 G1A�►�� S'��:d r �+.Tc`�'.-" M�11A{ �`S'l�s��..'�YI;� A1,V > l��e/t 1. kw,, 4quA-LW, Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust)..............:.. ........................................110 mph Wind Exposure Category """"' 9 ry.................................................................. ...B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 Roof Pitch rY) stories s2 stories e/ ................................ ..(Fig 2) : - ,........................................ I0,1 Z _<12:12 -- Mean Roof Height ................................... (Fig 2).*"**'**................ ..............................:ZZ ft 533'Building Width,W — ✓ .............................................................(Fig 3):::............................................. Z ft 580' Building Length,L (Fig 3 �' .......................:.....................................( g ).........::........... ...,4r1 c ft 58 Building Aspect Ratio(L/VU) """" 0 g2 ...................................(Fig 4)..................DZ ............... <_3:1 �. Nominal Height of Tallest Opening2 ...................................(Fig 4)....:......................... 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)........................... 9G4lfc-P 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................... ................................................................................. i Concrete Masonry ................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'- 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ........(Table 4)............................................... Bolt Spacing from end/joint of plate ....................:...... (Fig 5)...............:....... 8''/ in. <6"—12" Bolt Embedment—concrete................:.......................(Fig 5)......................toti.7................. 7"in. >tT' Bolt Embedment—masonry...................................... (Fig 5)................... ..... in. >15„ " Plate Washer..........................................:..:.................(Fig 5).......................3K3K'�J............ 3"x 3"x'/< 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter'55).................................... Maximum Floor Opening Dimension...................................(Fig 6).......................................:.......... 'D ft <-12' e% Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... .......... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)....,............................................... 0 ft <—d ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).........................................I........... G ft <—d Floor Bracing at Endwalls..................::............. ......:........... (Fig 9)......................................9rt"�(M n.. y/ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... L Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55).......................3/4 in. _V Floor Sheathing Fastening...........................:......................(Table 2)..._,, d nails at in edge/ IZ in field 4.1 WALLS Wall Height Loadbearing walls............................:...........................(Fig 10 and Table 5)........................... 9 ft :510' q/ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... 1 T ft s20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... I� in. 524"O.C. F/ Wall Story Offsets ._......................................................(Figs 7&8)................I........................... 0 ft <—d ✓ 4.2 EXTERIOR WALLS3 Wood Studs � . Loadbearing walls........:....... ..........(Table 5) 2x & - 9 ft Din. , Non-Loadbearing walls................................................(Table 5)................. .........2x 6 -10 ft 19 in. Gable End Wall Bracing g .......(Fig 10)............. ! ... ) r'...... Full Height Endwall Studs..................................... ......... WSP Attic Floor Length........................................... ...(Fig 11)....................................... o ft _M/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ W ft >0.9W . l and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. (Fig 11)............................................................. r� or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)...................................... .__c ft Splice Connection(no.of 16d common nails).............(Table 6).......................................................... ✓ A IYC Gl±ide to Wood Construction in High Wind Areas: .11 D inph fyind 'one Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double.row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE RESTS ON FRAMING LW8d NAtS AT6b.c. ' 11 11 u 1-1 it 11 11 1 11 11 11 ' 11 1 r 11 11 11 N 1.1 1 11 Il 1 11 Il II Y 11 1,. 1 li '� ii ii a 1 low 1 .. 11 r � I11 Ie a 1 I1 W ii I I !t 7� ii ii O 1 I! 11 I r ul 1 II Q 11 i! W 1 II 11 h 1 1 I I J 7 IJ tI EI 1 11 11 JI ` 1 II 1I 11 11 t WAR-SPA } PANEL �d � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachmeni AWC Guide to Wood Construction in High Whid.Areus: .1.1 D mph fvirtd Zone Massachusetts Checklist for Compliance(ego CMR 5301.2.1.1.)' I a^ E t ' t t � t ' 'r i' t t ti tF[` t + ' FRAMIING MEMBERS i EDGE RIEDIAT£ "t( (F t j f Z_ 918' t �S"MIN. it STAGGERED 3"MK AWL PATTERN PANEL PAN L EDGE DOUBLE NAIL EDGE SPACW G DETAL Detail Vertical and Horizontal Nailing for Panel Attachment f \ r r {J •-• �• 19 110 MPH EXPOSURE B WING ZONE Table 2. General Nailing Schedule fluinber of: i u I AN j. Blocking to:Rafter(Toe nailed) 2=°8d �.2=1,Od each end j Rim Board to�Rafter(End-nailed) : ;,' �.,µf 2, d 3=16d each end 4Top Plates at Intersections (Face nailed) � ; ." 4 16d > � ��5 16d` =� at Points _ Studio Stud=(Face nailed) � �•� � _�.� � t= ,� ��_, 2 1gd � 2 16d � �, 24"o cx - Header to Header(Face Walled)' F t x j 16d` _f 16d f ,16"o c along etlgesNO F Ftoor naming Joist to"Sill, Top-,Plate or Girder(Toe Walled) (Fig 14) 4 8d i 4=10d per joist j Blocking to Joist (Toe=nailed) A 2- 8d i 2`10d . . each end , i Blocking to Sill or'Top Plate (Toe nailed) :3-16d 4'16d each block Ledger.Strip to Beam or;Girder(Face nailed) 3 16tl 4-16d each foist t: I. Joist ion,Ledger.to_Beam (Toe-,mailed) ; 3 8d g 3=10d per joist f Band Joist to Joist;(End-nailetl) 14) r 3 16d l 4=16d per'joist ;Band Joist:to Sill or Top-Plate(Toe nailed) (Fig. 14) 2-1.6d I 3=16d er#oot I I _ P ; i - - iRQfS ea hltag F Wood Structural Panels 5 ' = 5 rafters or trusses.spaced,up.to 16°:oc 8d= i0d 6" edge/6"#field rafters or trusses spaced over 16",o c u ;, ,, 8d+ .'�, 10d . ; 4edge/4"°field gable end.wall rake or`rake truss w/agable overhang 8d;` 10d 6" edge/6"field gable endwall rake or rake truss w/structural 10d" edge l.6"field outlookers = gable endwall rake or'rake truss w)lookouf�blocks` E 8d' ° "g "10d ''4"'edge:/4"field:*: ;l 1ys �Ceiilthg�Sh�aithlt�g �' ��� -' Gypsum Wallboard Al, - r 5d s 4 f F x7" edge/10"fi_ cooler v eld Wood Struc ural Panels studs spaced up'to 24'' o c �> � 8d#- 10d j 6" edge/ 12" field f 1/2" and 25/32" Fiberboard Panels 8d edge:/6"-field 1/2";Gypsum;Wallboard 5d coolers �, _ 7" edge/ 10 field . . . ..., F 6 Shnp -th>fng E 7 Wood Structural Panels k 4 1" or lessx , s y 8d ,s 4r „ 10d 6' edge% 12"field r rt $greater 1 than "`y � , � < z, 10d H t r .,;16d 6" edge/6' fie,ltl 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Nails. Unless otherwise stated,sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent i+ diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST & PAPER ASSOCIATION ApSDc/WDO EHNIE0L 10PI - D NSNttDN Form No.TT-100B Page 1 of 3 Apri12007 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design, as shown in Figure 1,was envisioned primarily for use as bracing in conventional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow shear wall because it transfers shear by means of a semi-rigid, moment-resisting frame. The extended header is integral in the function of the portal frame,thus,the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism, the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA,2002 and 2003). Recommended design values for engineered use of the portal frames are provided ti in Table 1. Design values are derived from the cyclic test data using a rational procedure that _.. considers both strength and stiffness. The design value derivation procedure ensures that the code(IBC)drift limit and an adequate safety factor are maintained. For seismic design,APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels— wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs, design values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or slab, and which use a similar embedded strap-type hold down. References APA,2003, Cyclic Evaluation'of APA Sturd-I-Frame@ for Engineered Design,APA Report T2002-46, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd l-Frame@ with 90-ft Height and Lumber Header, APA Report T2003-11,APA-The Engineered Wood Association, Tacoma,WA APA,.2003, Cyclic Evaluation of APA Sturd-l-Frame@ as Wall Bracing, APA Report T2002-70, APA—The Engineered Wood Association,Tacoma, WA 7011 South 19th Street•Tacoma,WA 98466 Telephone(253)565-6600•Fax Number(253)565-7265 www.apawood 0 2007 APA—The Engineered Wood Association r Form No.TT-100B Page 2,of 3 Apri12007 a Table 1. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loadinga.b,c,d ASD Allowable Design Values per Minimum Maximum Ultimate Load Frame Segment Load Width Height (pounds) Shear Deflection Factor (inches) (feet) (pounds) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 10 3,630 1,000 0.34 3.6 Design values are based on use of Douglas-fir or southern pine framing. For other species of framing,use the specific gravity adjustment factor=[140.5-SG)],where SG=specific gravity of the actual framing. This adjustment shall not be greater than 1. (b)For construction as shown in Figure 1. t`�falues are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=U.etc.). (d)Interpolation of design values for heights between 8 and 10 feet is permitted. I Technical Services Division Disclaimer The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience. Neither APA,nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings, condusions,or recommendations included in this publication. Consult your locel junsdictlon or design professional to assure compliance with code,construction,and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. 0 2007 APA—The Engineered Wood Association Form No.TT-100B Page 3 of 3 April 2007 Figure 1'. Construction details for APA portal-frame design with hold downs cxTCNroruicADcrt _.._DOUBLE PORTAL FRAME(TWO BRACED WALL.PANELS) I " EXTENT OF HEADER T .� } SHEATHING FILLER n gLNGLE.PORTAL FRAME(ONE SRACEO WALL PANEL IF NEEDED µ +i MIN.3 X 11 2F NET Hto 18 EADER .a....�_..._.,<.,..........._... w x ` '�:• % v 'Y � � �I is a.: 1000 LIB I FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL 16D i Pk R ! 1�0L8 ' FRAME i SINKERS HE ROWS OF 16D SINKER NAILSAT 3'O.C.TYP. yf'HR1'(+tEF" I I f i STRAP ( [ CANSTRUr:TION [ 7 ROWS I ti NO.LSTA24) t; }i ( ' i {REF.NO. 1000,LB STRAP OPPOSITE SHEATHING #t t a 3 O.G. LSTA24) E •` a` FORA PANEL SPLICE FASTEN SHEATHING TO HEADER WITH 8D COMMON OR' f (IF NEEDED).PANEL GALVANIZED BOX NAILS IN3"GRID PATTERN AS SHOWN AND y:j EDGES SHALL BE Ni -- MIN,2X4 } 3-O.C.IN ALL FRAMING(STUDS.BLOCKING.AND SILLS)TYP, i' BLOCKED.AND OCCUR {�� I FRAMING (It HEIGHT ' WIDTH-16"FOR ONE STORY ' WITHIN 24"OF MID �' t:I' TYP. ya I s° FOR BRACING:MIN. I i HEIGHT.ONE ROW OF -24 FOR F !( MIN,WIDTH- ' R USE IN THE FIRST OF TWO }+ f f TYP.SHEATHING-TO- 1 rl J y - -STORIES.FOR ENGINEERED USE SEE TABLE 3. FRAMING NAILING IS 42DO LS i 1 [ • (' REOUIRED `f TIE 4 MIN.(2)2X4 . ! . MIN.(2)2X4"'f �. IF 2X4 BLOCKING IS a c DOWN 3J8'MIN.THICKNESS WOOD 1 I USED.THE 2X4 5 MUST OEv7CE ! 3 STRUCTURAL PANEL,SHEATHING i 13E NAILED TOGETHER (REF.NO. WITH 316DSINKERS. STHD14) MIN.4200 LB STRAP TYPE TIE-DOWN DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING),INSTALLED PER MANUFACTURER.(REF.NO.STH014.) MIN.101XI LB TIE DOWN DEVICE(REF. MIN.Z-XZ-X3116'PLATE WASHER NO.STUDS) • ONE 518 01A.ANCHOR.BOLT WITH 7"MIN.EMBEDMENT { I i ( t FOUNDATION 1 _ .. . •.N ... w,_ ..,. .._�_ .-, A ..._ .. PER CODE . — A SECTION A A FRONT ELMA1'10_N SIDEFI.EVA1f'lC3N O 2007 APA—The Engineered Wood Association Ya 6 a2 .T TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION } Map 4;? Parcel � y1(O t' Application # S Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee S '` Date Definitive Plan'Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address �� 2�l S L�+I 1��� 0 t4l Village Owner JAM A a (43A Address Telephone Permit Request ' cJ L Poi I, 44 &-,J i?-�2l yiT t ►z .�, � Square uare feet: 1 st floor: existing {q g proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati n 40 Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new S Total Room-Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other 21 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove.`U Y ❑ No era C:3 Detached garage: ❑ existing 0 new size Pool• ❑ existing Chew sizF,cud— Barn: ❑;existing ❑'Aew 5aze_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: t c�, Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 1,<No If yes, site plan review# SL/� _ Current Use �,��� (!�K� _ Proposed Use L) APPLICANT INFORMATION (BUILDER OR HOMEOWNER) � Names 2J.1i4ef'-% ��l /�>/— Telephone Number C�� q1�2( ece -7 oAddress I 4 License # Z2 f:7 y Jq()W-i,U v Home Improvement Contractor# Worker's Compensation # 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY A�PLICATION# DATE ISSUED MAP/PARCEL NO, � ADDRESS VILLAGE OWNER .' DATE OF INSPECTION- FOUNDATION FRAME ; INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL i .S PLUMBING: ROUGH !FINAL i GAS: ROUGH FINAL FINAL BUILDING oen� z ,a�lna�k- fl �ZV I Kam- i DATE CLOSED OUT ASSOCIATION PLAN NO. 4 ,per The Commonwealth of Massachusetts �\ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 t www.mass.gov/dia Workers' Compensation Insurance Affdavit:.Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly . < Name(Business/Orgmization/Individual): Address City/State/Zip-l�fjyffl�_,�-'raw /%✓,�1�1taw Phone.#: �� - Are you an employer?Check the appropriate box: Type of project(required): 1.I1t am a employer with, 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet 7. ❑Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-conhactors have g, ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY 9. ❑Building [No workers' comp.insurance comp.insurance. „ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof r airs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other 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. tContractors 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 ernployees,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:Lv+-v,-r- , Policy#or Self-ins..Lic.#: � � / Expiration Date: Job Site Address:5S7le wy= Rzw City/State/Zip:( n"r^� ® ��— 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. I do hereby certi Per t epainsan1penalties of perjury that the information provided above is true and correct Si ature _ Da.,", P 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#: f Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance,azth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street ' Boston,MA 02111 TO. #617-727-490..0 ext 406 or 1-977-MASSAFE Fax#617-727-7749 Revised 11-22-06 www.mass..gov/dia l�of°B4-Y 'R, ulhifna!to"a tl Standards i b o a itegtstra�iot1•�100465 1 a a Q - • :1 r����''��.•��ax1 xi � r -Fr ,. Y I. w W q O .� - Type SupplementCard b 3p�O�U�'W SWORE GU�IiTtE Wb PObis 8 y, ,* ..�-- - �K�� �� ����•TAd`�gi'dalst�atar *,.� � .�.� a � � o , b Q - M O Cl F ,Y ra o �Q 0 ncliu .,of"}?fli, letar 3 + _ tit►dYkor ' ;Iclth«aR il�ui,i'taas itnu! t,��n;t1F�:rci_� GGzhSU r rri a� +��v6rar Li �nso --- _. 64 q v,�dadein s.AS 58174 � R#srrk wit a �JR1014A k; , `�; ..5. +IDS •,�cW �::� �` c K p-•,' - ! , 54 0�S C Unut�`ii �t� T.rfF 1'191 i .v. , I q i DATE TM CERTIFICATE OF LIABILITY INSURANCE 04/14/2009) PRODUCER (603)432-3666 FAX (603)432-6076 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Lakeside Insurance Agency, Inc. & C&G Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE % HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR One Wall Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. / Windham, NH 03087 INSURERS AFFORDING COVERAGE NAIC# INSURED South Shore Gunite Pool & Spa, Inc. INSURERA: National Fire 20478 7 Progress Avenue INSURER B: Valley Forge 20508 Chelmsford, MA 01824-3606 INSURERc: Everest National Insurance Co INSURER D: INSURER E: COVERAGES 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH PbticIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. :t INSIR ADD'L Ty PE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION lin! LIMITS•i���,^t,i l _atf." GENERAL LIABILITY INS4013391907 04/01/2009 04/01/2010 EACH OCCURRENCE $y;_,..;;l.,O_0,OQ 0 DAMAGE TO RENTED )( COMMERCIAL GENERAL LIABILITY PRE ;_!$:' t 25Q,QO CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,00( A PERSONAL&ADV INJURY $ " 1,000,00( GENERAL AGGREGATE $ "'2.000,00 �EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- JECT X LOC AUTOMOBILE LIABILITY SAP4013391888 04/01/2009 04/01/2010 COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO 1,000,00 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON-OWNEDAUTOS (Per accident) $ - -::_�- _ - PROPERTY DAMAGE - `i (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT f$•' ANY AUTO OTHER THAN EA ACC $E AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY 71C1000110-091 04/01/2009 04/01/2010 EACH OCCURRENCE $ 5,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 5,000,000 C $ DEDUCTIBLE $ RETENTION $ $ 'WORKERS COMPENSATION AND WC4013391891 04/01/2009 04/01/2010 X TORwe LIMITS ER oTH- EMPLOYERS'LIABILITY MA NH E.L.EACH ACCIDENT $ 1,000,000 B, ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 -OTHER - e DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS overing swimming pool construction/related operations of the named insured during policy term. --Statutory coverage is provided for NH and MA. No executive officers are excluded from coverage... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY _ - OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES.' AUTHORIZED REPRESENTATIVE Joseph Rossetti/SANDY 911, ACORD 25(2001/08) ©ACORD CORPORATION 1988 k'. oF1KEr Town of Barnstable Regulatory Services * sa RNSTABLE NJLS& ' ' Thomas F. Geiler,Director q�A s639. � rfnrrv'�a Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �114,12-1-1--E-t7A , as Owner of the subject property hereby authorize V I IAIQ-t, 13 o:S/-,ai ,II to act on my behalf, in all matters relative to work authorized by this building permit application for: C 57111 Address of Job) / _ Si afore Da to Sign of Owner 4—)AOL */4L Print Name If Property Owner is applying for permit please complete the Homeowners License . Exemp.tion.Form on the reverse side. •s Cl F(1RMR•nWNFRPRRMI.RMON tHE Town of Barnstable tpk� y� o� Regulatory Services BARNSfABLE, Thomas F.Geiler,Director s+ MASS. $ i6S9. Building Division PIfD ,�s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print . DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. 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 dwelling, attached or detached structures accessory 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 J "homeowner shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be r responsible for all such work performed under the building permit. (Section 109.1.1) •` . a The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other l applicable codes,bylaws,rules and regulations. ,;The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department niniinum inspection procedures and requirements and that he/she will comply with said procedures ands4i requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. P' HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions _ of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such . r., work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by. several towns. You may care t amend and adopt such a fom✓certification for use in your community. t e To The Building Inspector: Town Of Barnstable: Fencing spec for swimming pool installation @; 55 Crystal Ridge Rd. Cotuit, Ma. Property owner: Mr. & Mrs. William Varga Pool Builder: South Shore Gunite Pools * ' 7 Progress Ave. Chelmsford, Ma. 021984 508 962 0007 Swimming pool fence enclosure will be a 5' high, black chain link, mini mesh. Mesh size to'be 1 1/4" inch (1143 cm.) w/ all horizontal bracing to be set on the pool side of the fence. Gate-shall be set to open outwards, away from pool and have a self latching mechanism located no less than 54 inches from the bottom of t gate and at least 3" from the top and will be located on the pool side of the gate. The opening on the gate shall not exceed 1/2" within 18" of the self latching mechanism. State approved "audible door a with direct access to the pool area in accordance / CMR 421.10.9.1 1 All fencing to be installed by owner: G Fencing Inspection to be called in for Building Dept sign,off,"prior to pool completion & fill up" William Varga: Property owner --- �1 ----- --_ -- - ate I--�- -�, South Shore Gunite Pools: i d-o �FtME TpjY Town of Ba .�. .. Regulatory MASS. 8 Thomas F.Ged A 1659• A�0 Building TfD MA'S Tom Perry,CBO,Buil 200 Main Street, Hy v ww.town.barn Office: 508-862-4038 Building Permit Procedure for NEW APARTMENT OR EXISTING APARTM ❑ Determine map and parcel number and enter it application. ❑ Plot plan or mortgage survey required for any a ❑ Historic District Commission,200 Main Street, construction/demolition for any properties located • Old Kings Highway Historic District(n • Hyannis Main Street Waterfront Histor, • Historic Preservation (if applicable). ❑ 5 sets of plans measuring 11"x 17",scaled 1/4"= new apartments or existing apartments requiring cc cross section, framing schedule, insulation detail 8 detectors (located with a Red `S'.) 5 copies of flo smokes marked) required. Plans must show rol and apartment. If using engineered lumber and/or structural steel, ❑ Copy of Chapter 40B Comprehensive Permit Barnstable County Registry of Deeds. Approvals from the following departments are require ❑ Health Department (8:00—9:30 AM& 3:30—4 ❑ Conservation Department(if exierior work) (8: I b�A�►�4� ,k Sc + N _ �14 W Q i Sq �_ - - -- - -- - - __._ ._ _A __.. _ -;...�_ ___ _.- _- -- --- .^_- _ Fob _• Oy o STEVEN v� _ RU CERTIFIED PLOT PLAN t FOR J q5 91 1oNP� LOT 12 CRYSTAL RID � ESGE RD., COTUIT, MA. 'kn sue goo L.C.P. 23747 B PREPARED FOR I CERTIFY THAT THE BUILDING SHOWN BAYSIDE BUILDING INC. ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE MINIMUM SETBACK REQUIREMENTS OF THE TOWN OF SCALE: 1" = 40' JULY 19, 1996 BARNSTABLE WHEN CONSTRUCTED. NOTE: THIS PROPERTY LIES IN FLOOD ZONE"C"* WELLER & ASSOCIATES P.O. BOX 119 YARMOUTHPORT,MA.02675 ►PER FLOOD INSURANCE RATE MAPS PREPARED BY THE (508)362-8131 FEDERAL EMERGENCY MANAGEMENT AGENCY. I 23'� N lP W d - � lZ N 0` Mq'r �0�� S9cy STEVEN Gam; CERTIFIED PLOT PLAN R°�l 91FOR y LOT 12 CRYSTAL RIDGE RD., COTUIT, MA. `A O JS �� u flVOQ L.C.P.23747 B PREPARED FOR I CERTIFY THAT THE BUILDING SHOWN ON THIS PLAN IS LOCATED ON THE BAYSIDE BUILDING INC. GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE MINIMUM SETBACK ' REQUIREMENTS OF THE TOWN OF SCALE: V = 40' JULY 1% 1996 BARNSTABLE WHEN CONSTRUCTED. NOTE: THIS PROPERTY LIES IN FLOOD ZONE"C'* WELLER & ASSOCIATES P.O.BOX 119 YARMOUTHPORT,MA. 02675 *PER FLOOD INSURANCE RATE MAPS PREPARED BY THE (508)362-8131 FEDERAL EMERGENCY MANAGEMENT AGENCY. TOWN OF Bti``AN 11"ABLE CERTIFICATE OF OCCUPANCY PARCEL ID 056 002 016 GEOBASE ID. 40971 ADDRESS 55 CRYSTAL RIDGE DRIVE PHONE (508)771-1040. CUtuit ZIP - L0T' 12 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 19159 DESCRIPTION SINGLE FAMILY DWELLING (BLD PMT #16194) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 753 ` MISC. NOT CODED ELSEWHERE 1 PRIVATE P 1.0 ABLE. ; _ MASS. I I OWNER BAYSIDE BUILDING, INC. , 03.9. A� ADDRESS P. 0. BOX 95 ED M1� CENTERVILLE, MA BUILD G IIS BY DATE ISSUED 11/08/1996 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 056 002 016 GEOBASE ID 40971 ADDRESS 55 CRYSTAL RIDGE DRIVE PHONE (508)'a'71-10 Cotuit ZIP — L01' 1? BLOCK LOT SIZE IBA DEVELOPMENT DISTRICT CT, PERRMIT 16194 DESCRIPTION SINGLE FAMILY DWELLING (SEW.PMT.46-27-96) PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTOR'S: BAY. I DE BUILDING, INC Department of Health, Safeti ARCHITECTS: and Environmental Services TOTAL FEES:: $5 79.70 BOND $.00 CONSTRUCTION COSTS $187,000.00 101 SINGLE FAM HOME DETACHED 1. PRIVATE P . 4 STABLE, +' MASS. OWNER BAYSIDE .BUILDING, INC. , ADDRESS P_ 0. BOX 95 ED MA'S CENTERV I LLE, MA BUILDI IV N BY DATE ISSURD 07/01/1996 EXPIRATION .DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 �ia�srt �iM�k _9 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 /-� � BO RD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL Ole WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. i Assessor's Office 1st-.floor Ma � Parcel 0 O 0 1 er ' # 6 9Jr r Conservation Office(4th floor)(8:30-�9:30/1:00- 2:00) r Date Issued 7-J ' Board of Health(3rd floor)(8:15 -,9:30/1:00-.4 45) -- Fee 15j 22-1 7`2) Engineering Dept.(3rd floor) House# tob t►+e,Ojq. Planning Dept.(1st floor/School Admin. Bldg.)''. 1-71 �a�,, 9�; nfr ee&i. a Definit' Approved by Planning Board /� 19�� °� �/� / � '{n d• � TOWN OF BARNSTABLE Buildin ftrnxit Application . 6 Project Street Address; S Y ; .. v Village Owner PLC, Address Ane s.. D Z6 3`2 Telephone 7 lD &44_��A i Permit Request �' } First Floor square feet 70 / 3�l t70 G q� . S 5 x 9 Second Floor I 1_ square feet Estimated Project Cost $ -_r j 3-2,oaa p Zoning District Flood Plain (�' . Water Protection- Lot Size �5-7( Grandfathered ? Zoning Board of Appeals Authorization Recorded '--' Current Use t/_ C7U�7 Proposed Use Construction Type_0_)_67z)d ��YlC1L Commercial — Residential V Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure /Vj-!J Basement Type: Finished Historic House `— Unfinished /� ed Old King's Highway Number of Baths-. No.of Bedrooms 7 Total Room Count(not including baths) C/ First Floor Heat Type and Fuel Q - Central Air Fireplaces l Garage: Detached Other Detached Structures: Pool Attached C-9, &- Barn None Sheds r_ Other Builder Information Name ,Y .Telephone Number Address P U./ g s' License# 69 S-6 L- e s�C(q 02 oa- Home Improvement Contractor# Worker's Compensation#WC/ NEW CONSTRUCTION OR ADDITIONS"REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A .lJ Gam' SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) r FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r Y r MAP/PARCEL NO. t ADDRESS _ «. ' VILLAGE OWNER � t ;. - t • e _ t DATE OF INSPECTION: FOUNDATION A + F I ^ir FRAME, _ ._ • -. — .— + • , j INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL i t PLUMBING: ROUGH : ' FINAL 3 ry ! E k GAS: _ ROUGH FINAL . FINAL BUILDING i r k k DATE CLOSED OUT ASSOCIATION PLAN NO. + Y E f i tit ,� J/re o.�r»ro,r�uealf/r c�'�/l�as.�ac/uselta � DEPARTMENT OF PUBLIC SAFETY CORSTRUCTIOR SUPERVISOR LICENSE Ruiber: Expires: Restricted To: 00 BRIAR T DACEY 62 FERRBROOK LR CERTERVILLE KA 02532 COMMONWEALTH OF MASSACHUSE1 J gas Y �. DEFA.IMvi 7 OF LNDUSTRUL ACCIDENT S 600 WASHINGTON STREET James J Ganooei BOSTON, MASSACHUSFITS 02111 �orn ss�one W0RKERS1 COWENSATION INSURANCE AFFIDAVIT (licenseelpermitree). with s principal place of business/residence ac D,;2 ( 3 J- (GtylSrsreMP) do hereby certify, under the pains and penalties of perjury,that: (J I am an employer providing the following workers' compensation coverage for my employees working on this job. 17 � D/ Insurance Company Policy Number () I am a sole proprietor and have no one working for me. (J I am a sole proprietor, nenl contractor r homeowner(circle one)and have hired the eontraaors Iisted below who have the following wor !c eomperuation insurance policies: - Name of Contractor Insurance Company/Poliry Number . Dame of Conrnaor Insurance Companv/Poliry Number Dame of Contra=or Insurance Company/Policy Number 0 I am a homeowner performing all the work myself. NOTE .Mcasc 6c :ware t at wbilc bomeowners wbo empiov persons to do maintenance. eonstruaioo or repair Voris on a dwriiirtc of not more than tn' ree units in which the aomeowner aiao resiaes or on the prounas appurtenant tbercto arc not eeoersil. considered to be cr_pioven unarr the %'orkcn' Compensation Act (GL C 152.sea. 13)), app)ieattoo by a homeowner for a license or permit m:v evtcence the ico sutvs of an empiover under the Woriten•Compensation Act 1 under -rn stand that : env%.of thus stacct will be forwarded to the Dct=-t cr ent of Induraial Accidents' OF of Insurance for e°�e vcr:;,catton and -M-, :aiiure to secure m.Tnee as rceuircc under Secuon-5A'of V1Gi 15: art Jeac to the impnsit:ion of ct;=izai Dcr:alnes ecnsisone of: tint of ue to S1500.00 and/or 1mprt.sonr::cat of up to one vea Inc' c%ii pvaioes in the form of a Stop Wo.K order Ina a fine of S100.C-u a day a€Lnst me. �K SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CBH557387 INTERIOR TRIM: DAVID'S REMODELING: (.L) COMMERCIAL UNION - NB F821442 DAVID BIK: (L) MERCHANTS INS GRP- 8CM0278579150 (W) TRAVELERS - 176K337-8-94 OAK INSTALLER: ROBERT BUDDEN: (L) NORTHERN ASSUR. - NBF528652 PAINTING: CAMPBELL PAINTING: (L) TRAVELERS - 1680251K4083COF (W) AMERICAN POLICY - WCC 186604 ROUSSEAU, AL (L) MERCHANTS MUTUAL - 8CM0278570179 (W) EASTERN CASUALTY ??? GARAGE DOORS: ALL CAPE GARAGE DOOR: (L) U S F & G - BSC14667590301 (W) COMMERCIAL UNION - CBH573757 STORMS & GUTTERS: ALUMINUM PRODUCTS: (L) AETNA - MPOO21014146 (W) AETNA - JC89258880 OAK FINISHER: AMERICAN FLOORS: (L) TRAVELERS - 680 342W754-0 CARPET, VINYL & TILE: CARPET BARN: (L) VERMONT MUTUAL - SBP6507393 (W) PHOENIX INS. - 6NUB476J652794 WIRE SHELVING: CAPE COD CLOSETS: (L) U S F & G - BSC146983441 APPLIANCES: KITCHEN APP.L MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO - 77WZNBI603 MIRRORS & SHOWER DOORS: L & M GLASS: (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY'S BROOK: (L) COMMERCIAL UNION - ABR345850 (W) CIGNA COMPANIES C41138178 DRIVEWAYS: NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX UB387K530 SUBCONTRACTOR'S INSURANCE ENGINEEER: BAXTER & NYE ENG: (L) FIREMENS FUND - S30MXX80564866 (W). LIBERTY MUTUAL - WC1312595563023 EXCAVATION & SEPTIC: DRISCOLL, JJ: (L) U S F & G - HGL 110093 (W) U S F & G - 7708711936 FOUNDATION: BAYSIDE FOUNDATIONS: (L) COMMERCIAL UNION - ABR406267 (W) LIBERTY MUTUAL - WC1312201785044 WELLS: DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - 151300062926 CELLAR/GARAGE FLOORS: MICHAEL BROWN: (L) AETNA - MP0023672849 FRAMERS: ROBERT DORRER: (L) TRAVELERS - W680526K991TIA9 (W) AETNA - 006C0023972416C MICHAEL DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 ROOFER & SIDEWALL: JOHN MEE: (L) AMERICAN STATES - 01CD1486783 (W) TRAVELERS - 6NUB448K275894 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED ELECTRICIAN: CHAVES ELECTRIC: (L) HANOVER INS. - LHN2964649 (W) MISCELLANEOUS INS CO. - 0708878 91 1 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BALTIC SECURITY: (L) FIRST FINANCIAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 INSULATION: MAP INSULATION: (L) AMERICAN STATES - 02CC326435-3 (W) U S F & G - 7711099932 I Assessor's office(1st Floor): / . r 'In Assessor's map and lot numberwlo ��o oZ i�'� SINE t0`` Conservation SEPTIC SYSTEM BE Board of Health(3rd floor): ` �fA INSTALLED IN (o ffik-96JANCE Sewage Permit number -V / WITH TITLE ki � Deasy►Dct 639. Engineering De t�i partment(3rd floor �sF�s E��II ��TN. r"•,fir,ADD ���tossr►��� House number Definitive Plan Approved by Planning Board APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1.M' -2:00 P.M.only TOWN ' OF , BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO v TYPE OF CONSTRUCTION i — /—G 19 TO THE INSPECTOR OF BUILDIN S: The undersigneq hereby applies for rmit mg to the following information: Location Proposed Use _ Zoning District /` F Fire District — ® — Name of Owner G '� ���i Address Name of Builder Address Name of Architect Address Number of Rooms Foundation z'zwly Exterior (? y- ��(.(�o Roofing Floors v 0-X a` Interiori? Heating ✓�X.IL1 hlZ Plumbing Z41/ c, IT- Cj�� y� Fireplace � G C r �� Approximate Cos�o���i d� Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ' Name Construction Supervisor's License 60 sG(/5 No Permit For Location. , Type of Construction` Plot 'Lot Permit Granted =s 19 , 9 t A i Date of Inspection 19 ' .Date Completed 19 u ; Assessor's office(1st Floor): J Assessor's map and lot number /� J(�a �0 aZ f{ Tw[T Conservation' Board of Health(3rd floor): Sewage Permit number, ', b �' .' eua • Engineering Department(3rd floor) House number / -W S Definitive Plan Approved by Planning Board / / I 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE . BUILDING INSPECTOR APPLICATION FOR PERMIT TO _ r V TYPE OF CONSTRUCTION 19 ` TO THE INSPECTOR OF BUILDINGS: \ -,j The undersigned hereby applies for a permit according the following information: G Location � i'GyC — � / t! �?`• -L V W r Proposed Use Zoning District / Fire District e�, Q " Name of Owner 4 Address /'A4U-� Name of Builder Address rl zsz U � _ 12 Name of Architect /l�G � Address i t Number of Rooms Foundation Exterior -� � � Roofing Floorsi ti✓t�.� lf ( ' 19C4�o r Interior Heating —Ik �' Zt/ Plumbing Fireplace � �•uf� A -,IZ 1 Approximate Cos Area f` Diagram of Lot and Building with Dimensions Fee . E OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name t �d `3 lO 4� Construction Supervisor's License 5 No Permit For Location Owner ' Type of Construction F a Plot Lot Permit Granted 19 f Date of Inspection 19 , Date Completed 19 ' 1 E 1 ` • f P it nn 1 LTL C�_t �I L -' JI iL L�;LJL :1� L � L l I :^ I t . I ' I I i $AYSIOE Bui�.�1r.IG Co I� =CENT<_Rv���,E inAS' I FTTT i 01 , fT FMII LH --- -- I LEI I f' II i I I I - -- I T---�r -------- --- - -- - -- - 1, r-- i Ift OTT LLLIJI !Fil,fl I HE !LL I i r-=�� — 6 i C G' ffi HFI a.+e�✓cr L l �-� f ��II� � I I :BAYSI�E �UILOIr -CENTE 2Vl LLE --'-l lE- - �.. vvROVEO-- PTo -rm,ro wood 14• ID 452. DFI -718-LAP C)PT 10 VZ&L ---------- jn couD �." ro mr -t_z- L Y (10 51 4- CD SL. In cn rz-,,. L m- - ----- wood Pour Ja, I-rz. Al- 77-CON G2 Avrzo" I lee, -J7 o i it o.d, I. 4 , ) -g j gT'�/y. �I{ �a9�✓t ens/4 i 1 r` • �� I sr�•r�Ft i! � NI•in a6 :S IBA-:o"CARv�r .. -"12.p'_ -=. 2^0. `/ ID�•g.. 1 ( �� .. 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I 0. i22 CD� 2x to fb• (a)i�+o" TrcTo I+--solJo�ro�c prErit (;� I I 0J,,J Co LVinN rt .Nr Le.,I L ..o Z�7GE Pe4ev�< i3 �� LX8 =A�Gt4 7-7 _ ✓ '�.�'��� 1 2`�8 C-31 I Yi'CU//." Gl]TTE 2S � LE.A7 ERC r? P ,Ig la��O _.1 �� I i-TivCSTr"FLoo R=_ j/�G_7)C_SYL=ATHING.� ,� 2.10-0 t/e ttepra�A2o S_.F[ZoN7 ICITLH EN' ap i 1 ����S• \ ! j o sl1' 1 �.— <0 f i I� 9 motif Sz�e>�sP c 3' "C.oIJGQ 5tA,3 m _ CO RAJ N7 • 2v G T I •'\�/ '•.\ /SEAL-1 "Zj AS PN LLT SNINGLE'a 2"G I�X �iNEATrArNca r._ns LEA06¢5 V 0 + _ Z.y80ta• - C4 ,D i I l I 1 I1 -FIT tsc. a e� :i Y I' J I N I I -• r � I 1x l o C4 24" •' \V[lp7 FU2TLING .p7 .OPEN O E2, �-- I• -ft. SNE ROG t- 1: E4THINC.s Ij F Y 05 FwraT I li Rts2 ZI i II 1'I I /FINIhN o R Flo Ij Q' i t P I I �y/6" PLY >ug FLooR _v 20N S2G r tM..l�.. %ILL ' (��'Ly 10 S'- ---- -� 1 — •(gal Gia2avc —CONG2 's L43 � �. fo. - I 'la^pe.Au �� �!�I -9'h•xA)i cow, r,� _�; w� I, ! I • I i -6 Ay 1 0 E e>UILpI tN C, Co ll.lc .CEN"CE2\/1LLE srs�e:l/n„_ __ wwwovcD ar: Dw�w _ m� Q Vw �Uj N ,. • E115TING 3�-D. - ,� z q BULF!'[AO I GvpU' NEW B'TNICx TOURED CCNCREIE a D LD - E CO TINOFOUNDATION WALL ON OT.N - N CONTINUOUSCONC f05TIN6 N - 10 MIN.i0 BCOr/YROST LINE •I O MIMrNlt.1 1I X .. �OUNIJ TIOtIMNEv I I 1 1 I1I O m I ED As V 6 a _ Cl - ` • s r .y .<' .; • - F I,ox15Dng 3Y2x/0 gln r O NEW 3axt0 GIRT L' T J - — L T J L 7 P. Ell II r ` e -ST 31/2 CIA 1A11.COLUMA3�- J exlsling � new - jI , . - on 2M24.12-CONIC EODT.C.-'W FULL BASEMENT CRAWL _ of > WISHED � SPACE Z . - x 2 CONCRETE 33 - lli Lx15T Cott••- o I I bl a t UP" EXISTING FOUNDATION WALLS,FULL BASEMENT& - - FLOOR JOISTS ABOVE TOR MAIN a rrrrr • I I I I I N[W312 DIA LALLYCOIUNII ON NEW - 30.30A2 CONC.00TING TO HCK ,� - • - SNARED POINT LOAD rkOM ABOV[ I tr-D" • - - f I 1 t I I I 54TE A9Iu51 t.171=01l_ r I , . .. _ y . C - - - E>51 3 112 IAA IALLY COIUMJJS 30'Y4O[ACCESS 1 •r.� <� r ' - ON 24.24.12'CONC tOOTINO-TW TO IIEWCRAWl 5FAr.[ • - . ' y NEW b110 FLOOR JOISTS.I".. - • _ - •L J I ' New 10 11IC,.By.- w^. POUKtD CONCkETt^OUNDATN)N ' -M .. - -e y - • , .. k " ' _ I - a -, 'E • - E_, - _ _ �MF•., f _ r�--._ I WNR4 1.ON N1U0M1T2IO0 NC'.OVN Ti I NOU5 O FULL BASEMENT nw P ' I Wc UNFINISHED r ,FULL BASEMENT C9ONCNSTO It.GtT Cr TorUNFINISHED roA noM La�v i vZi - - wr u157 r p - ` * - _ • S i i 4 CONCRETE SIAB`LOOR ON b N+i"I I ; roIY VAPOR BAPY ER OV[R -a - • _ L J ' ' Ctf-coMPACTCOGRANUTAR BASE I -BASEMEIiT t•,4W0.t _ .. (If - • I 11YrClt1 •' � _ ' _ EXIST 2x10 fL00R J019T8Q 16'OG _ 4 E%15TING 2At0 iLO0R JmGTS@16.00 a - . 301 ACCESS-- • I F, NEW fmi BA.SEMW: F• « • F - , -' _ e. O N, 1 1'-0• AT"LI n0F/L5EC-•Otb a 2.4 FEl A'AY Lw 14 Rtt.1 E° BQB _ 12 DC\ERTICN IT(MIT lK.5I Ih3'1 .. I. .. • :.,. ,", - _ - - new _ . q M1 CRAWL SPACE a ' . e • •• . 2 CONCRETE DUST COVER - I - • /. - - o MDPI VENT. I' ..- ., _ ® (• ■a CL 4'-O' NCw B TYICx POURED CORMTE m / { COO OtVOU5 NC C !DO G •' - —EXISTING FOUNDATION WALLS&CONCRETE 5LAB - 4 0 MrNn,WAI ` t IN EXISTING GARAGE TO REMAIN •�D,tr - O ffi O O • c �i a • _ YNOVIUE OA NEINItS EA wAv • 6 > ttn O c 3 w a F a F a AR FOUNDATION PLAN DATE 07118f20D9 3 Ira"_L_D• - SCALE. AS NOTED `m w v ews-wG wets . NcwwaLs - DRAWING9: o AT - 6 � lcP9 NEW ADDITION © O r y Q EX15T lI 1'00•'' - - NO >. N BVIXHEAD OVERHANG l0 O H , X O I J� o 3K I t'...o 0 LIVING WINDOW&EXTERIOR DOOR SCHEDULE � I ' KEY ROUGH OPENING W X H ITEM# STYLE MATERIAL _ EA - I STONE tPNDIHG{5T[PS TO GRACE ` _ Ex15TING!ENLARGED' O 4•23(4'%3'-5374• 2.2541 - FELLA PROLINE CASEMENT WD✓DDW WHITEAWIAINUMCLAD ' " - - FAMILY ROOK[ - � •1 BlZ ¢¢ -10 UA CORK 5TPUCTWAL COLUMNS O- 6•-33/4•x4'.53/4- 3-2553 PELLA PROUNE CASEMENT WDXXM WHDEALUMINUMCLAD © 3'-031Cx 640' 3662. PELLA DESIGNER IWSMN'G FRENCH ODOR WHREALUMINUMCIAO - • O. 6'•0'X6'-LO' 7202 FELLA DESIGNER IN.SIVIHGFRENDHDDDR WHITE AIVMINVIU CIAD • - - 3 _ ✓ NOTE-AILPRDUNEDRWINDOIVSTOHl1VEGRILLES-BETWEEN-THE.GLAS5661MVLATEODMOEOLIGHTMUNRNPATTERN y .. BX15TING T FOYER Dr, a INTERIOR DOOR/WINDOW SCHEDULE Dx I KEY ROUGH OPENING w.I SIZE STYLE MATERIAL - "WL � •T I'-O' t '12 FULL CTO PLATE - I d-d SOLL CORNER(BMLT•L EAD du Em> 3 r Q2 32°1i 63" 2'•GX6'-6' LEFT HAND SWING DOOR-6 PANEL SOLID CORE MISOMTE .. - ZN ,EIL Cg' - T - - D 13MX7 dMLVL �O ' O. 2'-6•.%6'-B' 15 LLGHFIMERIORFRENCHODOR WOODI GtAss - O 3B'%63" ° .3'.0'x8.6' ';16 LIGHTINTERIOR FRFNOHOOOR _' WDODIGLA45 '! .. FlCE � 9:TM thx 74•X63' 6'-0"xV-6" 15 LIGHT INTERIOR DSL FRENCND00R WOOD/GLASS r < • O O N LVLWP 71a O . - EA5TING REMOVE Ex15T WAUS - 1_. COVERED DOORS E VANDOW5 1 i S2 Z PORCH As snrnvM�' e ! Q _ I 3K A 6 NEW . - - PANTRY `BUTLERSK W1DxODm - - ------ - w I. '® exlsnNG` � I � DINING � � �1 ®® �� :%€g p i ® _ g r > _ E O O NEW y r PANTRY m I O !KITCHEN ; Q 3 ® T b Z • " �- - . .. ' _ .. .. �' - --_—_ — 3'-6' PFF OVENS ----J .. - t e a - + - u A �srorowe SHELVES-� !-'2 �1�- t •Q - - _ • < r tt - ,µII �- -T'1 zfl1� - t � oNEW - rt L" zet _ - r • . - i • , , ID w COUNTER a TM 0 n EXISTING " - - d i= GARAGE ;r a �' Z - NEW ADDITION - c �° o a d � � O O rUr^)B REQUIRED FIELOWLIN0 C VJ Md.,WFCM 110'B' -� - w 4.1 9 y + AEG V]RED EDGE NAIIHD---- •---� Q y LL. - - - undot WFCM 110'B• F tlK KING STUDREOIARENTENTS®OPENINGS cm U • - - A 8 1 O ~Of F DATE 0711612009 FIRST FLOOR PLAN DEMOUT ON - 'ensnNG WAITS _ SCALE AS NOTED j . 414._t_Y,.. No+•wAus DRAWING M ' A2 to. 6 U) 4 N rn O NE_W ADDITION m z m Cx�x ?Ld o .. .J z W C o a U I J tJ • - °,1- T. _ • Ew DROOM 5TING -- I - Ilf¢ 0 o BATH I E a X15,ING BE ns ',(' y. OFFICE L i' j 0 - 5 • , - .g. BEDROOM' r o rk zz s 1 S2 EA5TING 1 - �. Ir BATH i %LU � . t M I Z° LU 1 ROOF DECK iIr ca �r i - w W y REMOVE EX15TING TRIPLE CASEMEN,WINDOW O __ _—- ® p„ y f - - • -` €' r MSTAaI NEW GV.6.10`T'RENCN OR o ixwwr t _ OFFICE MASTER BEDROOM oho [L -m W 1 ROOF ) Rp/X) LL.. ER EX15x NG GAPArt • - "' a v H ------- - - , a U) LLJ ui SECOND FLOOR, PLAN - DEMOUT.Oi onre 0711012oas EgSTNG WAf15 . . x _ I/4" .MW wAts ., - SCALE- ASNOTED ° DRAWING M A3 6 N4 E9Eb Q z m o� >O i o Oa Z ii zZ _t W o Qa u r , - / . \ I / _ coNnxuous koOP wDGe VENT 4.4 P Tl POSTSCA5Co W 1.55 tMIL1ED WOOD CN`/b2 DAlU5M15 ... _ -1c_ / _ ASPHALT RODP 5MWC-1T5 p 6'O C W/TOP I UOTTOM FtML5 .f # / - TO MATCH DOTING '•« . - //' ® "" - ® ---•--- ----- - w f1AT oorFASCo BOARD QV • - -- - - - - .. r _ - I•RODFOVFRHNlG MATCH / I.D TwE7E BD.OR MATCH FX151 P I EXIST PG GARAGE - • li EXISTING HOUSE I EwsrwG5T NDru P. 1 6 I-TI tt�_I i&T OOw^+on EXISTING HOUSE UnV WWDOW HOR!D. I -- �— ` ~.---- a cal 1 I. EXISTING GARAGE c�. 'W/1.4 CAS:NG OR MATCH D05T F ICI— I..I__._-_—_— FM I I - f I -- - --_ --- -- - 10'aA DORIC COIUM+S�.. tD Q 1 f E%15T lNGO FUESTFLom. I.G5 CORNER UDS _-_—_—_i T- l iI --•-.-_.I �.Y 1.. .. ` - - - WHITE CCDAK SHINGLESSTONE WiDING t Vf [� .ADDITIONTC) - - - ExPOSUtfTOMgTCHCXISTWG STOPS iO t C'[xP05U1STOMATCn E.%ISTNIG • NEW ADDITION ADDIAON TO KITCHEN FAMILYRM - RIGHT SIDE ELEVATION - LEFT SIDE ELEVATION +'. 3 • .. to L .64 . 1.3 RARE TRIM OII --(--11 M m 1- r .. OR RATCDO 70 MkTTROOP snWGEES� - O OR MATCH Px15T __ _ 70 MATCH D097WG � m OOs7x1G SECOND F100R G 1.0 Pwe2E BD OR MATCH[X15T' - .•- � C �- b 1 __LiI__� ?�,•-•. -_—_ - _ - E -l-L•_ __ - It!�I� _ — REu5tMillis J - c Z 1.6I5 CORN[RDDS—" _ - _ -�—. SUWNG DOORS a O IaDNA DOMCCOLUMNs In In I GTSTWG FIRST FLOOR jj IWITE C[DAR 511111GL[5--� =1 FELLA OT51GNDC ml rw DESIGNER ...- _ - 0 Y.9.5RPS TO GOVE CASEMFM OOIC{y5 - Si01Ne IANGNG{ J Q EIb'D`VRC TOIdArCI•E,•.•_.; - • .tUR UtlmaVs ' - - a }~-- VOTED OUE TO MATCH MT - SH 1.9 EAvI`NG OR MMTttt.57 ST[Ps TO GP-4= MUD RM.ADDITION _ ADDITION TO KITCHEN ADDITION TO FAMILY ROOM DATE 071 16 r 2Nm9 I - _ SCALE AS NOTED R EA.R E L`E V A T I ON DRAWING a' A4 ® 6 In N O 4 vs p� o Zm fro X — I —_— F y oil FW a O x a COEk112 ED InI .. _ «ooF VCOA - DEDRO - ovER vz 1 nn: F.:.N•D existing . 1- 2.0 moor orCr°J5T5�a 16-oc AT2.1 BEDROOM - --` BEDROOM- _ SI 17UtS CUT TO SIOM AWAY 1ROA/POUSE - N - - - 1.81.00.4'n`SE15„•16 0C 2""-y 16 oC--. r O W112'CDX PIVWD 4RUB=ROO/WG = 117 Ill CU4111WV 51'[ATY,NG 2/2d•rpP� �• - 42aaREVtRSE CUT 51LtPE1t5M1.ULGJNG OVER IA511'ALI ROCC 5YWGt5 • - T,1 - n NLW 24 Ct11RIG J0,5T5 \JS�• F - "' • - tb5NNG 5EEDND PIOOR P ()160E w/Foci W51 Ir-30/ t •:UIG"d.:O,1U 11 VOI: x .'�. z-.t-, •/ -_ Ajo NU1d6UT:fR50N _ .,• I — -- - A • NEW WINDOW YOR III - s _ now WBt21 9fEEl BIA 312XIDDHR H - e. ., - - OB,nfrvnD ,-`-P2MOvt T145 ow Ba - w\VLBaJSa WB 6S f ` STEELBEMIIMN,fn p „ - m•, COIUNWa m ,1. .a:.'. . _ , I tInST 00' •,' 10 DIA DONIC - t'l Z . • .� • r Ln57 BEAPJNG'NAIL - 'S4B4Cumm _ f. - ..'.� u iV • BnIBr Bd n ..r •' I w new L - P.C115L M5T 5101,11 `` •• - S .. L ,{ A JEEL BENd'BV NIm B 0 Coot*I, N. enlarged 't J NEW rfL1A CA5W.U0 KIFCHEN' - OFFICE - NEW 2.6_TUD WALL W/ - FAMILY RM - d _ ❑. s {' rt1 WINDOW ' d 5 11 N 112"MVO 101/5L1YI�IAY I' - .... T = - ITe uoARoor JO,S y F C r • NEW b10 ROOF.JQS 5 t 1C•L:1.r Nrw 24-,Too WALL W, 0 16'OC 1Y/ - � v I 2.O 1 15 - � '_{ • • • - • 5 1/2'FBGL INSULATION. 3/q'T4GPL/SW 5UBSIR ,O O 16 OC RY - -r A••11 - p+ AUGNE)* [W fNST MttV Ftlt5711001t , N"T Y _ 1/2 R1WD,VOUSEWWI T N ILIOP !H-Gn,WD YM1R CPDAR SnNGlES - AI GNP •A tR\•IOOY � 11'' n ..NI[•',Y"..'ICT1P . • - a is.,..•Y....•, STOII[INIDNG1 . 6•FBGI JISUTATION EJ15T 32-IOGIRT - I new 1 2.65N111n:t:n''O L.t1\N:f1'CY _ r, - - T PT 2.654L PLATE W15/0'GALV ANCFXt I-'' 4COI UWLS CRAWL IaA iIAN •OC a I. :Or,. - BOL75®3B'O C 46.12'fRON yJ-ul- - SPACE '1F,O-nA:-U'd 1•,....I END OF PlA7C5 USL 9t5'aIN•MAR I - - +}J •/;TYF1.5 tTLT EAKUI:::UG 9N- - WASNEICS.BOLL EMBENRSUIT MN 7. ,'.F• nB,v existing _. - 1 2••[Tf ry-t f • - IRe•10'THICK So+1.11" - FULL BASEMENT '' FULL BASEMENT vLW'6 Ttun PDUimDlle �lleTE �n•LoraP POURED CONCRETE FOUNDATION OUNDATION%ALL ON B.161. BNISBng • WALL ON ID}20 CONTNLlOUS- UNFINISHED - a FINISHED COIITBR/OU3rONC FOOTING - CONCRETE fOOTNG , - BOTTOIA TO BELOW FR05T WM FULL BASEMENTNDIE - `• - •10 WIBMUM - - - - 51TE ADJUST MGNT OF f:. F , NBV FOUNDA110N WALL 70 ALIGN TOP I BOTTOM W7 bpT f--'— .. '" AeoNeRtTe 5lAB rtoOR ON 6UJ NEWAODRION + I EXIST.HOUSE - .,r 7 POLY VAPOR f5L.5 ROY[R - •, r: .. DEAN COMPACTEO GRWUTAR ' '1 ^ EXIST HOUSE •. _'NEW AODRION . , S1 SECTION THRU FAMILY RM. ADDITION z S2 SECTION THRU NEW KITCHEN&ROOF DECK _ -- - --.— A 6 va•=r g A 6 lra•=r o rn Of ,,., _ • - ,• • • - - s. i • • - , p - - NLW'FOW'BtNCY DOOR YI Ew57 C51A10 WINDOW IOG:101I 2XID RIDGE OD - --' W NUV 2.B R00r PAFRRS Q I D C • - Lq 12 CCN FINLO 5P[ATnNG — -//^•- - - • • m O - 15EE Y•'r{TABLE 2 KW UATUNGl ._ ! / \••• `_ - - m IASn'Air RM-5NNGIe5 _ i!/ L NEW r :dN R(Y,•L•CI .:T'. ,_(.( •P.'..-i - w u r E d[tJ':V fi,{:D'•7I1 A;, ,•Prk.1 VIN wA _ J Q --n .ON Y 25 RaR[RT0 nrs _'� / ROOF DECK W.trr�tA...r 1 r•a•Lf•Ym Ba• W p� 3 (• Na,nATE3 TO STUDS ! / RCrIOK BeST iWt - _ �•2-1-v•I-:•f:•a•'•Tr;:,1.Utn v,r,�U, Up1 /� p � s . - - MST 2NOnR //• A—M. } - L,:SN, [(JN.'INY/ � - .p Yj O L 'Cr v W CUT OUT AVA 't•C.T'ri'v. > ('J onrN•Rq'2,S^DOr.C< /✓ u• JD'S'S,Od 1x'S' h i.••x qnY G -' 'L - I • uSr Gn nGE^Lwv:cww.B /.❑ - %; a � V J Z t n 0 t NEW NEW NEW _" .. . to C i - , 4 GARAGE LAUNDRY HALL KITCHEN _ o > 1— U z 'C N `w / — -•� nE2091/2 NI,OISTiq 16 to OC -- w- --- . •y5i IYwt15.IDL.ADA,:� '• O y - - ANDnooe rD xrnwly. '� ADDITION a F Y w v - - - - DATE: 0711612009 E - S6 SECTION THRU ROOF DECK ABOVE LAUNDRY SCALE: ASNOTECI m A 8 va•=I�• --- � DRAWING 9. a AS ' 6 I ° F _ `. - • N Z y NEW'ADDITION Y NEW ADDITION m O o �T'l z • - - r I ,2 O q¢ u o Ci ®stoic a S U i�'� F ti x O - VEN,FYALLEXMINGCOWITions p I, 1 uwl 1 1 - (L . PAIOR TD CANSTRUOTIOK ALTMTY EI I N •I U rww�lam plmeenfin�perm;nalort&o0m @ ,O _ _ _ •. 1 1 Ii Q t ,me .-9FLuSHBEW9 1 I -I&ULTERIAL SIZE&LOC YIDN.u— G o w, I o - EXISTING HOUSE ROOF TO REMAIN r vzenDR I i 0 D 1 QD g(, newLR below sU.bms• /. yi .. • ' . ,• -' «: 2} 314 x 11114 LVL• m.BnwBetamnomyuueewLVL '�1 1 rzlse'MTEmnSDLK �1 (21314x 7114 LVL W/PL 112 x 7114 rmlB-Im��� 1 - I zrz,D tloR 1 • - BDES NOT PIUSNOUr I 0 ' •" i i - .,:THE OIDCNNE AND IALLY BEtow I . I .•' <. . _ - WRt PMJL UP&NMEO PONTtOM I r - L • EXISTING 2x10FLOORJOISTS@ 16'OR�TOREMAIN + 1.�� .�0. _ - , , -1 Lijm 1 � - %• `� --- 3 t / 3� it 0 O NEw r ! Z I. ROOF DECK Z - - - I J - I -III b I, - I]DeeuNGONz.asterrFxS,gnro N . / 1 U I. , _ f RVAR5E 510110.R6BBER ROOFING LI __J '1 1 i 1. .� . 4 / - 'r / OREOIIIV WFALNENO Z L�' • - I - I SLOB _ r r FY-'b�l WLIIDN9 BELOW ENO& 11 _ _ -- _. �- _ IO DE]t40N LALLY OR]IR.TP&U9LCOLUAPI / '-_ , - - l N nee AIL BELOW � -- - o NEW ADDITION EXISTING FGARAGE ROOF TO. REMAIN `I w VI V � W9 Mr • ' ar [ 'a ' _ _ - r •. 1 a tt--'IDLE BD ` r V vJ li ' - - -- - * z F �` �- - lu ca Ss s 4 u�i LL., NEW 2x8 ROOF 0 .d ..RAFTERS @ 16e O.G a SECOND FLOOR FRAMING PLAN DATE. 07 116 1 2009 _ u4~=r a' ROOF FRAMING PLAN SCALE: As NOTED 1 -- - DuQu110N _— 19B.51IINGWALLS _- _= DfmoLnm DRAWING# _�- NOS'WAU5 .. - EIDSTNIGwAll5 /� „w 6. . • _ —_ NEW 2M fLOOR WAILS AY 11i Yam. . Loc��-t-1ot 4 _ - -� - - �- -_ - �� -TIR Tr I. 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O 6'-3314'%4'-5314- T553 PELLA PROLINE CASEMENT WINDOW WHITE ALUNIINUM CLAD • - - a . © 3'-03I4'x6'-10' 3662 - PELLA DESIGNER INSWING FRENCH DOOR WHITEALUMINUMCIAO - _�1. 3K OM 6'•0'X 6'-70' 7262 PELLA DESIGNER Ur-SIVINGFREHCH000R' WHITEALUMINUMCIAD 1 • ud 1 m - - .NOTE ALL PROUNE DH LWNOOlV570 HAVE GPILLE9-eEIWEENTHE-G1A55661MULATEDOMDEO LIGHT MUMIN PATTERN Z ' ' FJf1571tTG � �O I � a FOYER DN I 1 a INTERIOR DOOR/WINDOW SCHEDULE 1, KEY ROUGH OPENING W x H SIZE STYLE MATERIAL - I - O32-x83" - 2'•6'%6'•B' `LEFi NAND SWING OOOIi-O PANEL SOLID CORE 6U 40MTE • - _ FUILHT . Up, ) '•O' I IO'O' SOLIOCORNER UP) KEY O !F 7' ' �7'2' t2 TO%ATE _ I• ' �HEADEIL�J �u " T �3 Ty 194.1`•1l4 LVL b © 32'%.83" 2'-6"%6'-6' /6lLGM NtFER10RFRENCM 000R WOOOI GLASS ® O I N (Y)/Y/x1 Id LVLWP flt%]IN - - O 3B'%Br, 3'-0'x W-B' 16 LIGHT INFERIORFRENCH DOOR WOOD I GLASS _ - - OFFlCE - Q8 74-x e3' 6'•0'x 6W 15 LIGHT INTERIOR DBL FRENCH DOOR WOOD I GLASS r r , RCM io 000 DOST WAL15 ` yy .. .. COVERED AS5=NDMW5 i S2 - z PORCHAS NEW 6 / \ - W - -BUTLERS i� 1"gl PANTRY ~WU40 STL GM l' 1 15 12 . 07 - �' EXISTING in 1 i I m 90 T j DINING —————— / �1 .®® VI_ IKsg q80o O H-� E o ow Q r 1 NEW m I O (KITCHEN .. ' .Q z P.EF OVENS -_---J _ . '17C;F;69HELVF5_� 1-2 e V I ,r- - ; •F-I- IN I-I- _ "{�_-{�.�:�I I N CLOSEt - 'o_F LAU DRY coDMex o W f ... EXISTING . a - _ ® C Q N p/fp C) L GARAGE My NEW ADDITION d - u-- •_ ' .. )` 0 R GUIREDRELONAI ING -- - w Der WFCUIID-B' is ul - REO~CNIOOENAIIlNO --I Q � N I.1_: - KIND STUD REOMREMEMS®OPENINOB(rm - U F DATE 07116/2009 FIRST FLODR PLAN =_ _ oeMDRDN. • _ - D25Twc WALLS _ SCALE AS NOTED - -. - - - - - 1/4"=1'-U" ... .. Hew WALLS _ DRAWINGC' , G x z t - . NEW B'THICK POURED CONCRElt FOVNOA11014 WALL ON Cr-IS CONTINUOU5 CONC MMING a p N OOtTOM TO ntt0!/ER05T UNE -10 MINI ill _ O . .. .• tx15TMG O'INNEv 1 2 a)• rOUNVAT10N U - A6 r U ® I • I � I a 1 r- 1 r--� r-.,. r_, I .I 6I ,—Ai—__-- --} __ _ ,_I°—x's4ng 3l2xtB gln.. _ o NEW 7YbciD GIRT I '� L_J L_7_J' L__I o nr.: DI u N .msl`31/2 o1A IAII•COLUMN) exl6Ung - AM Oil 2u,2./.12'cc" EoonNc-TYr FULLBASEMENT - CRAWL. W y $ FINISHED SPACE` z Tf 54 OOV •v I a ER - � 15T LD\¢•• I• I �I nL ° I I bI _ o - UP. EXISTING FOUNDATION WALLS,FULL BASEMENTS ' - - FLOOR JOISTS ABOVE TO REMAIN • c .. .. I I 1 I I f� ..NO Dt2 OW'INLY COIDYJI ON N[l 5 Y - - I. I f l I 1'I�1 MAREOFONTLLOAViOMABOv[a s,rz aowsT exaE-r Ioomo+l 91/2(xa IAIIY ON2UNJJS 30'will[ACCt55 1 \ - A.24.12•CONC roUTIND-T'P CO TO law CPAWI 51'ArX '\ - NEW7,101"LOOR JOISTS@iS•OG F. Z .. m -Isti g - _ I I IrMk D GOCNCKHtt OUN91) o T-UN - �• .. WALL ON 10.20 CONLFIVOL'5 1 FULL BASEMENT new O I eoucxeivornwG _ UNFINISHEDFULL.BASEMENT "�ea xsl IV611(7 N N rrII NflY COVNUniON'.\'V l Z ♦ - "R I IO AUGN TOPtYAITQM MEn51 O wt- UNFINISHED f - •:a .. - .10LONCRETf 9 U5 Y lY VAPOR APJ'JEK . - -L J Cl EIW LDMrneteD GINNVIAY,n0.5[�" -OAStM00 t•.n004 !Y CAI " - - - EXIST 2 I0FL00RJD19T8@ WOO � a E)il=XG2af0FLO0RJOISTS@TS•OO - I . TmI O Nt%l fun O - N iO 1RW Otnwl StAL[ nT wnu uOERSLC.•0!b - O N, I-I I-0' 2.A Ftl WAY\w F NttJJ"•tY i 12 OC\eRT•CA1 tY•i 8.tul=K51�. ' new I I Ea - o CRAWL SPACE .. ( .o 2 CONCRETE UVST COVEK r _ ®,C Cl W TYKL r0UIND CON(S OA CT[ QO ,J m tOVNi011 WAU ON 6—- n . .. Co",,Nw SCONC[OOnN: LL OOTTOM TO N[tOW`PDSTiwt EXISTING FOUNDATION WAILS 8 CONCRETE SLAB- aD 1-4,13 > W Z v - . - IN EXISTING GARAGE TO REMAIN O•_trr Sr O - -• _ r wDe IA R[NAILi EA WA IN tOOfI Z m • - _ _ - 9 ~ r a > � LL m UJ o �. MA M AB FOUNDATfON PLAN DATE 07/16/2009 3 - - - SCALE. AS NOTED M-11NG WAILS 'U New wall : DRAWING 9: p Al - 6 N U) ' z`yR ter.:. - _ -. _ - NEW ADDITION '. - NEWADDITION m O, Vim- di crni 01 z z L Q rf - 22°0 YOR 1 1 - e _z .. - a "VERIFY ALL E%ISlINO DONDIIIDNS � PAIDR TD CONSTRUCTIDNA.11.TY !o EIr I '°99iI 1 .. _� _ 1 ' - IVIFI8EAM 512E FOA HANGER - ' w°nwm pnvWe RanpN roleE f°r TS00B '�. - ,' -.U e I _ a =Ims N"SLUSRBEWS -� H I ��• t.-' ,:1 - - -- --L -- - -- . . - - - IIAATERIAL S12E dtoC yiOre•UNIimm•N) r _ I •. Z { _ .• - _ _f _ i O o we I U — EXISTING .HOUSE OF TO REMAIN. vzerroR z z .. I o Q I I z : . ' I 1 1 3Ir - now I EADER W wslt bras -�w° III - 0 • T F (2J t3/4xt1 V4LVl. om,eweeewme RewwL - - �QISE➢AMIE POSTS soWc .�I (Y1�314%T 1l4 LVL W/PL 1Ylx Z114 mle-m1cnwrec .. " - vz,B rfDR - - .'.•• - ..ESNOTTAUSROUT 1' ....'.+ B . .. TNEBLDE%eIGAYDIALLYBE OW - - WRL PIGWPRMEDPRei1 OAQ _ - - t t I� ' - EXISTING 2xT0 FLOOR JOISTS @ 16'O VI/TO RE MNN S2 _ - - _'� - i w Y w .r 1 In ui tL LU fS NEW 1 r .. _ •, � Q) 1 1• - ..r. I z ROOF K DEC Z 1 1°DEeRNG ON 2 N eerFRS T 5e qrl o z EVERSC.510PROOFING e ON RUBBER `----' — -- ---I LU '' Y-meL91,40BF10W EAgl Efm - Z _ , • DREDUWAIPNV II [• I I S10� ` _ FY•mx9l.enLtaN9RELOW ENOE -". .' � - .. I �' - —I I __ -_—.---_ _ - 51 �Y l - - - TROE nrr°°L uurau la.rnslMcoiuwE .i I _ _ 1 r ~+ . I2t 71 d Li Cdi z/ --— It tD I m FSLBELOW . - i I d - s I I _ _ cu c o NEW AMMON' EXISTING GARAGEROOF TO .REMAINrL Ul . 2i 10 IOGF BD - ca 1 Y S6 S6 Q v U) LL NEW W OF RAFTERS @ O K 6"O.C. SECOND FLOOR-FRAMING PLAN DATE. 07116/PDD9 - ROOF FRAMING PLAN SCALE AS NOTED' 1/4"=I U' DRAWING t —_ NEWWALL9f 'i ` E10.5T%%WLLLS NEW 2nd FLOOR WALLS A6 - .�f} a VIA P-4111 PAVED �� fi , 03 A SHALL BE ALARMED, WHERE REQUIRED, � f 55� . DRIVE '6'' ��� � �♦����� ALL DOORS OPENING TO POOL ARE SAW AND SELF CLOSING SELF LATCHING GATE(S) AND NON-CLIMBABLE POOL FENCE N T BUILDING CODES SHALL BE INSTALLED AROUND, MEETING CURRENxa ODE. THE PROPOSED SWIMMING POOL, ALL PER C � ��,� #,cam ...;,\"'' _, ��.� ���i•� , EXIST. S.T. TO y q -o BE RELOCATED hh oo�oN �o OR REPLACED, o -0 70 LOCATION x v ya. AS SHOWN �/ g EXISTING s . 4 BR G G � _ �,����� �sue.\ � ',�'�• � r j -# DWELLING �` � t LOT 12 13- .-�ao G 44,576t SF }Vb ro e DRAIN I 40 < F a ESMTrry - 1.0t AC. O x� Ya sEd SHAPE _ . 17.6 I o g J J, .f�ol� PROP. ADD'N. #55 CRYSTAL RIDGE DRIVE - 54 - o�J c� t , EX OX a, / p0 SKEEP) � 16n• Z \ sue. \ \ �•••3-: i I *CR6WLSI5ACE \� + \\ \\ . .w: ' F0 R ELEVATION � PE TO BE ABOVE BENCH MARK CORNER OF J — O P — c'- \ 54.2 co �H2 �' �ti• \ `'.TOP OF CONC. BULKHEAD ELEV. 'J � 0 F PERC w M \ O SOTTO LEACHING 24 GAL. IN <9 MIN <J cs S 3 � �� ELEVATION: - � 0 5 MINUTES 30 .. S / 7 \ \/ r / LOT 11 T M. LOGAN HOWARD & JAYNEE'BUDIVSKY 146 \ CERT. 146936 4184 'gyp . S/ S2 � c ..... w.....,,, ..:_ ..�a �:" L ,.y Mrx 4'— .y 4`-L,t* V A a.. •t:' R,s:r Z Ft2otr� '�Jo'. I © � O _ ,4o �tt �j1d�t h I j �1 GVM`I i 1. 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SLOPE y PER FT Z N /� T/LE10 OR OWNtAt :� e ELEV 2=0" WAr&.t ZAC*VDA�QW y FILL SPOUT DETAIL t/NL r..eour r ", LrLEv 3'`D y /F Rv0 IJll2 ,V ,l3Y //EF�LTh' DEi°T ss�wo�gv J Q PLAsrE,e �O""' �+► ar�I ELEV 4'-O" /I/07,�": 19!/D/T/ONfIL ,BARS 7"0 ,9 DCAM �i� CcwcRErE SNALL �!E ..4i'' /r=3 oao PS/srre'NGTN AT AT Sf EET ANL7 CRE TEa ELE✓f'-o" !I1 A GAD /N G�"NTE'/Z AF RD'6UlAR 24 0AXS MIN, $1"570NE Z-O/C rioevGOTTOA!xgo s /c'OR I/OG/r/ONAL "PdC/F/C,OT/DNS �j //�M�OT OF rbP Of�JEAM ✓ N 9 TE /NTE GARS W/TM/NELEV AVrWJ C#4retd AVC44 01*1601WC COMS dt 7�ZRIV ��L LAI AGL dAR3 /A'�M/N ELEV 7-0" - DECK WITH STANDARD COPING g'� ECEv e•-o" .STEEL DAR i yz,x 38.. • 2"CLEAR CONC COVER 06"M/N TYo DECK/N� TYP/CAL FLOA2 RE/NF4RC/Nei COP/NCB 'COMOV&BEYOND &/2"O/C &ACV WAY / osi rioN BY EL ECTJ2 C/AN P . STANDARD WALL SECTION � 2 — _ - � �� II / M.E MIN' � �� • 20' CoN.ouiY 3"r I" � p To/o of-w.+l c . GRABRAIL INSTALLATION ii J o NOTES and sp�aciFicaTiori� 1 q .�, WATE�Q LEVEL I'rt,— i, All construction work to conform to State and Local codes. • L/GNT N/CNE .P� . /o' 2. Pool shall be wired and grounded in strict accordance with the latest edition of Article 680 SWIM4pulp W Rq 9s RA/G 'WATE12 COOLED •. SEALED l.�V/T � of The National Blectzic Code. - 5?'A/NLESS STEEL 90 p/A X.049 WALL 3. Concrete to be placed by the (;unite method and ADOITIANAL ''3 BARS AT/Z"O/C COOPER N/CNE LONG/TUO/NAL AT SLOPE have a 28 day strength in excess of 3500 psi. IVEOCB ANCH0�2 SW/MQI Am' w402/ TR�9NS/T/oN POINT 4. Reinforcing steel to meet ASTM�615 Grad* 40 N R TA ESCt/TCNEON YDOST/C REt/BF • � sb y sw�MgviP•� Qfio LIGHT INSTALLATION WITH JUNCTION BOX vAtvE >.v:s����A>-c nor h'r!IRos� Ar/c ,PELF/�- v�Lt/,�'�' � quality. Splices are to be lapped a minimum of 40 hr WArE.*ENCouNrZ1er0 /'9/�/i(/ /,7,P/�/�)/S flLL /NA L//7/,C bar diameters: M xe a more Bst o tv . 11 a• wArE�e LEVEL �«,c�Oss �DD�._ .9T DE��sT /?1..�/As'1- s._ - Pipinty.LLtd;he-rise ,approved Scl+:eaul•: 40 PVC pipirg. _ .I_ Z 1%Zg1A1 Mf91AI-S, solvent welded after cleaning with solvent cleaner. FigAMEANO GRATE PLASTER ALL SUPFACES /PF�U/h�ED. POOL CROSS SECTION 6. This pool is to be completely enclosed by an o► NoT- re) .ScAL E approved ,t Ft. high fence with self closing, self latching gates.M0ETiMG i�c .cr�vG- sir. �GiG�S 7. As per./Yh IRC Code Section AG 106 (3109) , all pools and spas are to be equipped. with •2 Main Drains separated by 3 feet,: Further, the 60" 113!?ARs9G410/C suction piping shall have a' Safety Vacuum,-Release EA ON WAY System as per ANSI/AS.NE..•Section. A112.19.17. ¢ /F W47•ER TABLE ENCOUNTEi6?ED, Rd• /d.'sf'"oaa MAi/Y PR,91AI 14vS7 8e: l9nh* V&_1 Type, •.r:'•. •.v.. /f/YD�20STAT/C�2EG/EF ✓ALWE HANDRAIL INSTALLATION AMMO COLLECrdV MeE R490REO AND O✓Eti' 0/jr DEEP ENO Z'ANO 240.50 PLACE M/N/MbM 20 TON/ " MAP evex iWAlN hV&W/A` �'''7 Re'BARs/N 80N0 BEAM TOP Of-BONO BEAM DECK CIO �_► TY// G,9 L /f FORD V!j L Y,E /Z„ N /wsr/-�LLf3 T./O/V •''. . o � PRESSf/RE 6AIiGf_ �i " F/LrE,t (wc eA�,rHrosNc w�.eEvow/rw N 3N 'd s/�A Pool. South.5.hore �,uni�e . �. Pool & Spa, Inc. , 1 J-(IA APMA�CE FILTER. /�~A'lrTl/RN LINE 7?9 POOL ACIeWASNL/NE 4PA L/ES lib b quality Pools And spas since 1975 G G/A CEOLLS E RT N 4p aww .4 N T '* SA.'/Mw/ER TER5 GwLY. •gyp�• • 1. • T Z f'iAM MN/N.QA.'A/N Z A1141,41 O e 41 /s ' PY/MP W/r////A/R e ANo L/NT.S7►RA/NEA'� _ _ - _.. ---- .—__ W/r'/`J 3'• p., .fE/of7rPAT/ON 3 VIrIAVAI /"'�2NYL7Ro.SrAriC/Rt?EssWRE • " FirriN4•s ,QEL/EF' 1/iVL vE' ps /VEEo�o f 9 01°OS�"I) PODL f_ M/N (Z""IV) 0.2 / //f� GI//�/ ,,c/�/� _ v TYPICAL PLUMBING SCHEMATICS�5 C)� STt4l 'P DO-,C RECESSED LADDER STEP DETAIL or�oNA� SPA ADJACENT TO POOL `� NOTE: That if a hydro valve is installed, it must be placed STANDARD CONSTRUCTION in a SEPARATE main drain pot to prevent interaction with r�"t%0FM4S DRAWING ' the Vacuum Release System! e WALKER s E CIVIL C SCAM NONE APPI MftO Ffs � DRAM/ M: 7-&r-- �Tno. 31376�w "� DAM 04-09- 0 9 UCEtNSED AL Na. TIMOTHY WALKER — CONSULTING ENGINEER NOTE: : IF THE SIGNATURE AND ENGINEERS.SEAL ARE NOT IN A .19 WOODSIDE AVE.. MIESTPORT CT 06880 CONTRASTING COLOR, THIS SHEET IS A COPY AND IS NOT VALID cues so,or// 71IRT wtvirF uc"N No. �wtss R 7 PROGR.ESS ,qYE, Mfi At 3/376 `>!- G yELMsFORD, /yA 0I8zN Cy' Ir` .�98 • -LEGEND PROVIDE WATERTIGHT SYSTEM PROFILE MARKEDALL WITHCMAGNETIC TTAPE R SHALL BE NOTES COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE BLOCKS OR 1. DATUM IS ASSUMED FROM GIS TOP FOUND. EL. 56.0 FILTER FABRIC OVER STONE PRECAST RISERS 2g 99 - EXISTING CONTOUR 54.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 53.5' H-10 2. MUNICIPAL WATER IS EXISTING Rote X 99•1 EXIST. SPOT ELEV. MIN. 8" DIAM PRECAST H-10 CONCRETE COVERS TO WITHIN 3" GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o� d ACCESS RISERS (TYP.) MORTAR ALL TOP PRECAST EL. 50.6' I QJtiC �e o 99 PROPOSED CONTOUR 20 4"OSCH40 PVC COMPONENTS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS -- P . : 4"SCH40 PVC �98.4] PROPOSED SPOT EL. p PIPES LEVEL 1ST 2' TO BEAASHO H-1Q (TYP.) 2" PEASTONE ORFILTER FABRIC 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 � 51 .5' 1 a" LI OVER 3/4" STONE LOCUS 1500 GAL H-10 , ; ' 50.79 TEE TEE 50.54 0°o° o 0 0 0 0 o c o °o°-•°0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Woterfo TEST HOLE SEPTIC TANK ° ° ° ° ° ° ° °_ 6" SUMP MIN. 0 0 o O o 310 CMR 15.000 (TITLE V.)a' LIQ. LEVEL o o°o°o°o°o°o° 12" MIN. INT. DIAM. °o° o 0 0 <; o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °°o �° 3/4 1-1/2" STONE f D . GAS BAFFLE .., o°o°o°o°o°o°o o° O O O O O C O O O O O O O O O O O O O O O O O O O O ) v 2% SLOPE OF GROUND ACME OR EQUAL 50.49' °°° ° ° °° 50.32' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < 10-0'', DOUBLE WASHED o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO a •'"} ' PROPOSED FLOW DIFFUSOR LEACH SYSTEM BE USED FOR LOT LINE STAKING OR ANY OTHER o UTILITY POLE �.ti:r :' ` `` " INV. EL BOTTOM STONE PURPOSE. a 0°o°o°°°°°°°o°°°o°°°°°°°°°o°o°°°o°°° 0C 50.12' (ADDITION OF 2 DIFFUSORS PLUS STONE TO EXISTING SAS ELEV. 48.12' a °o°o°o°o°o°°°o°o°o°o°°°°°°°°°°° °°°°°°°° •°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° o° FIRE HYDRANT °°°°°o°°°°°°°°°°°°°°° °o°°°°°°°°°°°°°°°° OVERALL DIMENSIONS: 56' x 12' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. °..°,�°..°n°n°n°n°..° °�°�°�°°°°°°°°°°°°° NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 6" CRUSHED STONE OR MECHANICAL 5.32' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED COMPACTION. (15.221 [2]) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE MIN. MIN. MIN. BOTTOM OF TH 2 EL. 42.8' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATIONS OF ALL UTILITIES AND ALL ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP BUILDING SEWER OUTLETS AND PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY FOUNDATION 17' SEPTIC TANK 5' D' BOX 5' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f PORTION OF SEPTIC SYSTEM FACILITY REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 56 PARCEL 2-16 12. ALL DOORS OPENING TO POOL AREA SHALL BE ALARMED AND SELF CLOSING SELF LATCHING S MEETING CURRENT BUILDING CODS SHALL BE IINSTALO FENCE LED ROUND ZONING SUMMARY THE PROPOSED SWIMMING POOL, ALL PER CODE. 13. WHILE SITE IS IN THE ESTUARINE OVERLAY DISTRICT, PLEASE NOTE ZONING DISTRICT: RF RESIDENTIAL DISTRICT LOT IS PROTECTED FROM CHANGES IN BOARD OF HEALTH REGULATIONS FOR 3 YEARS BY AN A.N.R. PLAN SIGNED BY THE BARNSTABLE PLANNING MIN. LOT SIZE 43,560 S.F*. BOARD ON MAY 12, 2008. THERE WERE NO LIMITATIONS ON NITROGEN MIN. LOT FRONTAGE 150' SYSTEM DESIGN. LOADING IN PLACE IN THIS AREA OF BARNSTABLE WHEN THE ANR MIN. LOT WIDTH - WAS FILED ON MAY 8, 2008, SO SIX BEDROOMS ARE ALLOWABLE MIN. FRONT SETBACK 30' AS-OF-RIGHT ON THE SUBJECT PROPERTY. (REF. MGL CH 11 SEC 127P). MIN. SIDE SETBACK 15' GARBAGE DISPOSER IS NOT ALLOWED NOTE: PROTECTION EXPIRES ON OR ABOUT MAY 12, 2011. MIN. REAR SETBACK 15' \ MGL CITATION AND PDF OF SIGNED ANR PLAN AVAILABLE BY ADDED DESIGN FLOW: 2 BEDROOMS ® 110 GPI = 220 GPD REQUEST TO: DOWN CAPECDOWNCAPE.COM EXISTING DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD *LOCUS IS WITHIN THE RPOD - 2 ACRE ZONING \ USE A 660 GPD DESIGN FLOW LOCUS IS IN THE AQUIFER PROTECTION DISTRICT. F \ C% SEPTIC TANK: 660 GPD (2) = 1320 LOCUS IS IN THE COTUIT FIRE DISTRICT. LOT 13 **RE-USE EXISTING 1500 GAL. SEPTIC TANK (REPLACE IF NECESSARY) LOCUS IS IN THE ESTUARINE OVERLAY DISTRICT JOHN H. & BRENDA J. WALANTTS �/ Aso\ SEE NOTE #13. CERT. 172867 / \ LEACHING: OWNER OF RECORD SIDES: 2 (56 + 12) 2 (.74) = 201 GPD 1 � BOTTOM 56 x 12 (.74) = 497 GPD 55 J. AND KIMBERLY A. VARGA� 55 CRYSTAL RIDGE DRIVE r'� / �► TOTAL: 943 S.F. 698 GPD COTUIT, MASS. 02635 -A. �/ � � �► -513 USE (2) ADDITIONAL FLOW DIFFUSORS (ACME OR EQUAL) REFERENCES ALL DOORS OPENING TO POOL AREA SHALL BE ALARMED, WHERE REQUIRED, % WITH 4' STONE AT END AND 4' AT SIDES & 1' BENEATH AND SELF CLOSING SELF LATCHING GATE(S) AND NON-CLIMBABLE POOL FENCE N 65 92 I _ PAVED ��; MEETING CURRENT BUILDING CODES SHALL BE INSTALLED AROUND 5' - J DRIVE 6, \ CERTIFICATE 142651 DOC: SHEET 2 THE PROPOSED SWIMMING POOL, ALL PER CODE. LAND COURT PLAN 23747 B SHEET 3 MA LOCUS IS WITHIN FEMA FLOOD ZONE C AS APPROVED DATE BOARD OF HEALTH SHOWN ON COMMUNITY PANEL i O \ #250001-00laD DATED 7/2/i992 � AO� EXIST. S.T. TO ,0 10 �� BE RELOCATED TEST HOLE LOGS i �o� 00 OR REPLACED / \ APPLICANT TO LOCATION �o AS SHOWN �, \ ENGINEER: DAVID FLAHERTY, R.S., SE2755 ENGINEER: DOWN CAPE ENGINEERING, INC. RGA DON DESMARAIS, RS JERRY DUNNING 5LL CRYSTAL IAM J. ARIDGE DRIVE WITNESS: WITNESS: \EXISTING /�� DATE: 4/23/08 DATE: 9/12/89 COTUIT, MASS. 02635 LOT 12 -�� 4 BR G DWELLING G PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH 44,576f SF "0 0.0,0 G/ 1.Of AC. ,-< `� �o G °' G/G/ \ CLASS I SOILS p# 12200 CLASS I SOILS P# 740 SHAPE = 17.6 I f O o s ? \ DRAIN. 55 CRYSTAL RIDGE DRIVE _ _ _ - J `f'.o o.�� ESMT. ELEV, ELEV. ELEV. # 54 4 4 4 PROP. ADD'N. 0" 53.5 0" 52.8 0„ 52.8 0/A/E 0/A/E LOAM ao \ LS LS 53 �/ \ O O O \ 3„ .3' 1 OYR 3/2 53 1 OYR 3/2 \ Ex \ 4 52.5 & SUBSOIL KEOX EP) B B TITLE 5 SITE PLAN S \ LS LS 2410 1OYR 5/6 51 .5' 24„ 1OYR 5/6 50.8' 30" OF � � \ is \ � .•t•e^.• *CRAWL ACE , 55 CRYSTAL RIDGE RD. +17" FLOOR ELEVATION (COTUIT) BARNSTABLE, MA �2 � PTO BE ABOVE � C C C TOP OF BENCH MARK - CORNER OF PERC LEACHING CONC. BULKHEAD ELEV. = 54.2 ELEVATION BOTTOM OF PERC 054" MS MS MS PREPARED FOR 24 0 5 MINUTES I 30 91SE MINUTES LOT 17 \\ i ` SS S �0'�� /// 1 OYR 7/3 1 OYR 7/3 1 OYR 7/3 BORTOLOTTI CONST./WM. VARGA PAUL M. & JANET M. LOGAN LOT 11 LCP 396148 \ / CERT. 144184 \ // HOWARD & JAYNEE BUDIVSKY DATE: JUNE 29, 2009 � CERT. 146936 120" 43.5' 120" 42.8' 132" REV. 9/17/09 (ADD N.) 2 - REV. 9/24/09 (ESMT) NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED REV. 1 1 /1 1/09 (RESIZED POOL, MOVED POOL HOUSE) S� ��HOFy�q SS90',., Scale: 1"= 20' ,k►y �o� DANIEL �L A. A. y ' ✓JALA m OJALA 0 10 20 30 40 50 FEET CIVIL Cn No.4098C' o OP 5S`° off 508-362-4541 1 1 _ - 0 61 Fr TE ` fax 508-362-9880 �OFMgS �jNOF��q S downcape.com qc DANIELA. tiN � DANIEL ti� 00WO cape e# Meering iac. o OJALA o A. CIVIL OJALA civil engineers 502 Q_ a No.40980 PoF°t Te- `, ° S �Q�P land surveyors /ONA 1& ' 939 Main Street ( Rte 6A) LICE #08-095 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 08-095 BORTO_VARGA.DWG (DDF) ALL SYSTEM COMPONENTS SHALL BE SYSTEM PROFILE G E N D PROVIDE WATERTIGHT MARKED WITH MAGNETIC TAPE OR NOTES LEGEND- COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 1. DATUM IS ASSUMED FROM GIS BLOCKS OR TOP FOUND. EL. 56.0 FILTER FABRIC OVER STONE PRECOAST RISERS 2. MUNICIPAL WATER IS EXISTING Route 28 99- - EXISTING CONTOUR , 54.0 MINIMUM .75' OF COVER OVER2% SLOPE REQUIRED OVER SYSTEM 53.5 X 99 1 EXIST. SPOT ELEV. MIN. S" DIAM PRECAST H-10 CONCRETE COVERS TO WITHIN 3" GRADE 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. �o d AccEss RISERS (TYP.) TOP PRECAST EL. 50.6' Q�� Pie 73 o 99 PROPOSED CONTOUR 2'm 4"OSCH40 PVC COMPONENTS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS a"scH4o Pvc TO BE AASHO H-]_Q o PIPES LEVEL 1ST 2' (TYP.) [98.4] PROPOSED SPOT EL. 2" PEASTONE OR �. a FILTER FABRIC 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 51•� 10" 14" OVER 3/4" STONE LOCUS 1500 GAL H-10 , TEST HOLE 50.79 TEE TEE 50.54 0°0FU o 0 0 0 0 0 0 0 °o° °0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH SEPTIC TANK 6" SUMP MIN. ° °- o 0 0 Waterfo 4' LIQ. LEVEL °°°°°°°°°°° °°° 12" MIN. INT. DIAM. o 0 0 0 / / 310 CMR 15.000 (TITLE V.) GAS BAFFLE ° °° °°°°°°°°° °° o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4"-1-1 2" STONE SLOPE OF GROUND ACME OR EQUAL °°°°° ° °°°°° °, o°o0000°000000000000000000000000000°0°0°0°000 0 00 0 2i ° DOUBLE WASHED 0 50.49' 50.32' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO PROPOSED FLOW DIFFUSOR LEACH SYSTEM BE USED FOR LOT LINE STAKING OR ANY OTHER UTILITY POLE INV. EL. BOTTOM STONE PURPOSE. 0- °°°°°°°°°°°°°°°°° 50.12' (ADDITION OF 2 DIFFUSORS PLUS STONE TO EXISTING SAS ELEV. 48.12' FIRE HYDRANT ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° J ° ° ° °°O ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° OVERALL DIMENSIONS: 56' x 12' y o °O° °°°°°°°°°°O°°°°°°°°°°°°°°°°°°° . Y ° ° ° ° ° ° ° ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 6" CRUSHED STONE OR MECHANICAL 5.32' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED COMPACTION. (15.221 [21) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. BOTTOM OF TH 2 EL. 42.8' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE MIN. MIN. MIN. DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATIONS OF ALL UTILITIES AND ALL ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP BUILDING SEWER OUTLETS AND PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY FOUNDATION- 17' SEPTIC TANK 5' D' BOX 5' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000't PORTION OF SEPTIC SYSTEM FACILITY REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 56 PARCEL 2-16 12. ALL DOORS OPENING TO POOL AREA SHALL BE ALARMED AND SELF CLOSING SELF LATCHING GATE(S) AND POOL FENCE MEETING CURRENT BUILDING CODES SHALL BE INSTALLED AROUND ZONING SUMMARY THE PROPOSED SWIMMING POOL, ALL PER CODE. 13. WHILE SITE IS IN THE ESTUARINE OVERLAY DISTRICT, PLEASE NOTE ZONING DISTRICT: RF RESIDENTIAL DISTRICT LOT IS PROTECTED FROM CHANGES IN BOARD OF HEALTH REGULATIONS FOR 3 YEARS BY AN A.N.R. PLAN SIGNED BY THE BARNSTABLE PLANNING MIN. LOT SIZE 43,560 S.F*. BOARD ON MAY 12, 2008. THERE WERE NO LIMITATIONS ON NITROGEN MIN. LOT FRONTAGE 150' SYSTEM DESIGN. LOADING IN PLACE IN THIS AREA OF BARNSTABLE WHEN THE ANR MIN. LOT WIDTH - WAS FILED ON MAY 8, 2008, SO SIX BEDROOMS ARE ALLOWABLE MIN. FRONT SETBACK 30' AS-OF-RIGHT ON THE SUBJECT PROPERTY. (REF. MGL CH 11 SEC 127P). MIN. SIDE SETBACK 15' GARBAGE DISPOSER IS NOT ALLOWED NOTE: PROTECTION EXPIRES ON OR ABOUT MAY 12, 2011. MIN. REAR SETBACK 15' \ MGL CITATION AND PDF OF SIGNED ANR PLAN AVAILABLE BY ADDED DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD REQUEST TO: DOWN CAPEODOWN CAPE.COM EXISTING DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD *LOCUS IS WITHIN THE RPOD - 2 ACRE ZONING \ USE A 660 GPD DESIGN FLOW LOCUS IS IN THE AQUIFER PROTECTION DISTRICT. SEPTIC TANK: 660 GPD (2) = 1320 LOCUS IS IN THE COTUIT FIRE DISTRICT. LOT 13 \ � **RE-USE EXISTING 1500 GAL. SEPTIC TANK (REPLACE IF NECESSARY) LOCUS IS IN THE ESTUARINE OVERLAY DISTRICTSEE NOTE #13. JOHN H. & BRENDA J. WALANTIS CERT. 172867 / \ 00, LEACHING: OWNER OF RECORD SIDES: 2 (56 + 12) 2 (.74) = 201 GPD BOTTOM 56 X 12 (.74) = 497 GPD WILLIAM J. AND KIMBERLY A. VARGA �� 55 CRYSTAL RIDGE DRIVE LA / �� TOTAL: 943 S.F. 698 GPD COTUIT, MASS. 02635 USE (2) ADDITIONAL FLOW DIFFUSORS (ACME OR EQUAL) REFERENCES ALL DOORS OPENING TO POOL AREA SHALL BE ALARMED 6)bb-5 WITH 4' STONE AT END AND 4' AT SIDES & 1' BENEATH AND SELF CLOSING SELF LATCHING GATE(S) AND POOL FENCE N �gZ _ PA DRIVE �� \ CERTIFICATE 142651 DOC: 680,472 MEETING CURRENT BUILDING CODES SHALL BE INSTALLED AROUND Z6 ^1 / 6 �� LAND COURT PLAN 23747 B SHEET 3 THE PROPOSED SWIMMING POOL, ALL PER CODE. �� � � � •c� \ • � I MA LOCUS IS WITHIN FEwIA FLOOD ZONE C AS / / \ APPROVED DATE BOARD OF HEALTH SHOWN ON COMMUNITY PANEL #250001-001 8D DATED 7/2/1992 EXIST. S.T. TO TEST HOLE LOGS BE RELOCATED 0,p OR REPLACED / \ APPLICANT TO LOCATION G / �o AS SHOWN ENGINEER: DAVID FLAHERTY, R.S., SE2755 ENGINEER: DOWN CAPE ENGINEERING, INC. 9� WIL\ RGA DON DESMARAIS, IRS JERRY DUNNING 55 L CRYSTAL IAM J. ARIDGE DRIVE WITNESS: WITNESS: EXISTING G-� \ COTUIT, MASS. 02635 4 BR � DATE: 4/23/08 DATE: 9/12/89 / -�3 DWELLING G/G \ PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH / .0 oa �$oo G/ �s� � 9Q G G/G/ \ CLASS I SOILS P# 12200 CLASS I SOILS P# 740 LOT 12 ' �? \ DRAIN. _ ESM T. _ �� \ ELEV. ELEV. ELEV. 44,576f SF - 54 J / ,�o PROP. ADD'N. p 53.5 p 52.8' p 52.8' 1.0f AC. Q 2 Q SHAPE = 17.6 0/A/E 0/A/E LOAM #55 CRYSTAL RIDGE DRIVE �0 LS LS O O O \ �� 10YR 3/2 �� 10YR 3/2 0°°" i \ EX \ 3 53.3 4 52.5 OX & SUBSOIL TITLE 5 SITE PLAN KEEP 0B B LS LS I/ \� 24" 10YR 5/6 51 .5' 10YR 5/6 OF ,v6. 5� / 24" 50.8' 30" v ��� '� 55 CRYSTAL RIDGE RD. + \\ \ ?ti;•r r .+ / *CRA�VLS'ACE I N �. \ �•• FLOOR ELEVATION C C C `o �� \ T�H2 o�Y" TH 1 \ NTO ABOVE J BENCH MARK - CORNER OF PERC (COTUIT) BARNSTABLE, MA LEACHING CONC. BULKHEAD ELEV. = 54.2 ELEVATION i BOTTOM OF PERC 054" MS MS MS 24 GAL. IN <9 MINUTES PREPARED FOR g� W// 0 5 MINUTES 30 SECONDS LOT 17 1OYR 7/3 1OYR 7/3 1OYR 7/3 BORTOLOTTI CONST./WM. VARGA PAUL M. & JANET M. LOGAN �� // LOT 11 LCP 39614B CERT, 144184 0+ / HOWARD & JAYNEE BUDIVSKY DATE: JUNE 29, 2009 S \ CERT. 146936 s` 120 43.5 120 42.g 132„ _ REV. 9 17 09 REV. 9/24/09 (ESMT)ADD'N.) \\ NO GROUNDWATER ENCOUNTERED Si NO GROUNDWATER ENCOIJNTERED Scale: 1"= 20' 0 10 20 30 40 50 FEET \jHOFmAgs off 508-362-4541 OFMgs �� qcy fax 508-362-9880 DANIEL downcape.com �o DANIEL y°N o OJALAin I U A. CIVIL down cope e17gh1eeh#7.V hac. OJALA q NO.46502 0„ �o�� G, TE�� civil engineers o� s '0j .� land surveyors 939 Main Street ( Rte 6A) DCE #08-095 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 08-095 BORTO-VARGA.DWG (DDF)