Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0189 SIXTH AVENUE (HYANNIS)
1g9 s xrr+ �� � � ; OCEAN STREET ,FL AZ084AW 90.00' s O q I O O p � I25.1' EXISTING DWELUNG p 10.2' I DECK W o � o ExrsnN h • �' • 10.4' POOL N 8.3' r� RODIN o I t s WILLIAMWILCOX "v N 100.00 o.31341 TO THE BEST OF MY INFORMATION, AS-BUILT PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. (WEST H YA N N I SP OR T) FOUNDATION SHOWN ON THIS PLAN LOTS 510 512 514 516 PL. BK. 034 0203 HAS BEEN LOCATED ON THE GROUND DATE 11122107 SCALE 1" = 30' AS INDICATED. ;JOB 6655-00 CLNT:SHOPEUNE POOLS " 11122107, SWEETS.ER ENGINEERING 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS; MA 02660 off. 5W-398-3922 fax 508-398-3063 C.-I S8 I PROJ 16655-M 1 dwg 16655,cpp.DWG 02007SWEE7SER ENGINEERING THE Town of Barnstable *Permit# RNA o4n OF TQ . Expires 6 n nths from issue doe "7 Regulatory Services Fee_ D snaxsrnsIX f- 16.39 MASS. `�$ Richard V.Scali, Director Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 OCT 15 2014 www.town.barnstable.ma.us n' -rAB LG Office: 508-862-4038 TOWN ®F �R'Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY �� � Not Valid without Red X;Press Imprint Map/parcel Number e 1��/ Property Address 1 l f.� ���lJ�/ar .. A/1 Ae a"*(I' 4� WResidential Value of Work$ p�,fir//, . Minimum fee of$35.00 for work'under$6000.00 4� Owner's Name&Address ' J'4--� Contractor's Name /t/ `A'� AGeNtJ' Telephone Number 77A Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License.#(if applicable) orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance ' Insurance Company Name Workman's Comp.Policy# ` Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑ oof(hurricane nailed)(not stripping. Going over existing layers of roof)` Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows. #of doors: ❑ Smoke/Carbon.Monoxide detectors 4 floor plans marked with red*S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is SIGNATURE: Q:\WPFILES\FORMS\building pen-nit forms\E)PRESS.doc Revised 061313 The Commonwealth of Massachusetts, Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 - www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): /. /lam zar 101tlyll_ /NC Address: City/State/Zip: Phone Are you an employer?Check the appropriate box: Type of project(required): 1.E3 I am a employer with L. 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' y P ty� 9. ❑Building addition [No workers' comp.insurance comp. insurance.: 10. Electrical repairs or additions required.] ' ` 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑Other employees. [No workers' 1' 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. XContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site, information.. Insurance Company Name: Policy#or.Self--ins.Lic.#: Expiration Date: Job Site Address: f z U ��//V� City/State/Zip: • / ii D 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 certify u er the pains a penalties of perjury that the information provided above is true and correct . • Si mature: Date: Phone#: f U 7,76 Official use only. Do not write in this area,to be completed by city or town official City or Town: 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#: 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 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 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 permittlicense 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 burn 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 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia l • r BARNSTABIA MAM Town of Barnstable - " � Regulatory Services Richard Scali,Director Building Division Thomas Perry,CBO 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 as Owner of the subject property hereby authorize to act on my behalf, in-all matters relative to work iuthorized by this building permit application for: r (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWHILESTORWbuilding permit formAsmokecarbondetectors.doc. Revised 050412 Town of Barnstable Regulatory Services pk Richard V.Scali, Director Building Division * R&RDMAazE. " Tom Perry,Building Commissioner MAM 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 "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-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction 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 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 form/certification for use in your community. 04/11/2014 DOES NOT AFFIMATIVELYIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI HIS CERT F CATE OF INSURAN ER DO SA NOT CONSTITUTE A CONTAMEND, EXTEND, ORACTT EER TW EN THEOVERAGE THE ISSUING F NSURER(S)TAHE UT ORIZIE SENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. if SUBROGATION IS WAIVED,subject i the terms and conditions of the policy,certain policies may require an endorsement. A statemen certificate holder in lieu of such endorsement(s). t on this certificate does not confer rights to th PRODUCER 01005-004 CONTACT NAME: HUB International New England PH NE 125 Route 6A ART..Ext: (800)564-2444 FAX Sandwich,MA 02563 EMAIL A/C.No.: ADDRESS: Paul.sugrue@hubintemational.com 1 SUR R S AFFO D G C VERAGE C INSURED - NS R A.I.M.Mutual Insurance Company 26'!58 RLT Construction Inc I S ER B: 31 Mann!Circle s R C• Centerville,MA 02632 NS RER NSURER E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE.MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE-POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL R TYPE OF INSURANCE ADDL SUER ' INS& WVD POLICY NUMBER MPMLIIpY EFF POLICY EXP GENERAL LIABILITY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE ❑OCCUR P EMI S Ea occu an e $ MED EXP(Any one person) $ PERSONAL&ADV INJURY---------------- $ . EN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ OLICY RO- PRODUCTS-COMP/OP AGG $ ECT OC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ Ea acciden ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS AUTOS - HIRED AUTOS NON-OWNED BODILY INJURY(Per accident) $ AUTOS PROPERTY DAMAGE Pe ac $ UMBRELLA LIAR OCCUR $ - EXCESS LIAB CLAIMS MADE EACH OCCURRENCE $ _ DEDg RETENTION $ AGGREGATE $ AND EMPLOYERS LIABILITNY U $ X TORY LIMITS OER ANY PRp PRIETp R/PARTNER/FJCECUTIVE Yr-1 N/A A OFFICE R/MEMBER EXCLUDED? u VWC-IOO-6O15366-2O14A 3/16/2014 3/16/2015 E.L.EACH ACCIDENT $ (Mandatory in NH) 1 Q0,000. If es describbe under E.L.DISEASE-EA.EMPLOYEE $ 1 OO;000.d __ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000.0E i DESCRIPTION OF OPERATIONS!LOCA710NS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION CJ Riley Builders Inc PO Box 382 Osterville,MA 02655 S14OULD ANY OF H TV POLICIES C DAE THEREOF, NOTIICE WILLL. D BE EL VERED R THE IN/ACCORDANCE WITH THE POLICY PROVISIONS. c AUTHORIZED REPRESENTATIVE / ACORD 25(2010/05) ©1988-201 O ACORD CORPORATION. K The ACORD name and logo are registered marks of ACORD ; IsfandSiding and 4Zqofing a L hision of UTCowtmcdonj I= 3131anni Circfe Centerville, WA 02632 Robert&Debby Faulconer September 23, 2014 189 Sixth Avenue W. Hyannis Port,MA Y We are pleased to submit the following specifications and estimates for residing of entire home and front of shed including materials and labor as follows: Remove existing shutters, downspouts, and plantings as needed. Remove existing white cedar shiding Install Typar Housewrap. Install Grade A R&R Xtras White Cedar Raw(5" to the weather)using stainless steel fasteners. Re-install shutters and downspouts. Clean up and haul away all debris to landfill. Includes new window and'door flashing§/cap and Azek behind electrical boxes and lighting fixtures. We hereby propose to furnish material and labor-complete in accordance with the above specification, for the sum of Twenty-two thousand dollars...................................................$22,000.00 Terms: One-third deposit required. Balance in full is due upon completion. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or deviations from the above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents,or delays beyond our control. Owners to carry fire,wind damage and other necessary insurance. RLT Construction,Inc.carries General Liability and Workman's Compensation Insurance. Certificates of Insurance provided upon request. No additional costs will be incurred for electricians,plumbers,or landscapers. Cost of permitting is included and will be handled by the contractor. ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: �5� Signatur��6,9q/ Start Date: -/1��J Signature Telephone 508.4205243 and508.776.8914 Facsimile 508.420.1776 j Restricted To: CSSL-RF-Roofing ��cnznz.a�,«ral�nf' �Giit CSSL-W5-'A/indotas and Siding `Office of Consumer Affa�esf8c 13osmess �gtti,et e2 z a��OME IF�P:PROVEME(dT COM1tTRACTOR 'F f�zgistration: 134256 T. nay` A�. Expiration: �10/2r2015 Corp�rat��. i. Rz T gONST. INC DBA--ISLAND SIDING&ROOFIN<: RONNIE TAYLOR Failure to possess a current edition of the Massachusetts 31 k1ANNI CIRCLE State Building Code is cause for revocation of this license. CENTERVILLE,MA 02362 !�� 9 Undersemtary _ For DPS Ucensing information visit.: wsvw.M1ass.Gov/DPS t' P I - / r R r t Massachusetts -Department of Public Safety Board of Building Regulations and Standards Constructi "OrSpecialty u f License:_CSSL-099910'• �h tcr•s RONNIk L`I AYLO`R 31 MANM CIRCILE , CENTERVILLE MA '0'632 Expiration Commissioner 1®l26/2015` i BIKE Town of Barnstable Regulatory Services ` '"R"sT"Bt'E 'Mnss. Thomas F. Geiler,Director 9. � � �� A,fo� Building Division Thomas Perry, CBO Building Commissioner 200 Main Street,.Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 12, 2011 Mr. Timothy Rice 19 Daniele St. Cotuit, MA 02635 . Re: 189 Sixth Ave. Dear Mr. Rice, On October 29, 2007 a building permit for a swimming pool was issued for the above referenced address. Our records indicate that only some of the required inspections.were completed. An electrical,final inspection;pool final inspection, and certified plot plan are needed to close this permit. Please contact this office as soon as-possible to arrange the closure of this permit. Sincerely, Paul Roma Local Inspector CC: Mr. and Mrs. Robert Faulconer 26 Huckleberry Rd. Hopkinton, MA 01748 i a I , � �� � s��� _ a as �`'' � �6 J< kA - s � ' 9 TOWN OF BARNSTABLE BUilding Y�E 0 Application Ref: 200705916 Permi BARNSTABLE, Issue Date: 10/29/07 t MASS. Applicant: TIMOTHY RICE ArFp MAC A Permit Number: B 20072696 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/27/08 Location. 189 SIXTH AVENUE Zoning District RB Permit Type: POOL INGROUND RESIDENTIAL Map Parcel 245084 Permit Fee$ 60.00 Contractor RICE,TIMOTHY P& Village HYANNIS App Fee$ 50.00 License Num Est Construction Cost$ 25,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND POOL INGROUND 16'X32'VINYL THIS CARD MUST BE KEPT POSTED UNTIL FINAL LINSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FAULCONER, ROBERT 81 DEBORAH BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 26 HUCKLEBERRY RD INSPECTION LIAS BEEN MADE. HOPKINTON,MA 01748 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANYSTREET,,ALLY OR SIDEWALK OR ANY PART,"THEREOF,EITHER'TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT"SPECIFICALLY'PERM'ITTED UNDER'THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. - STREET;OR'ALLY GRADES'AS"WELLAS'DEPTH AND L`OCATION'OF PUBLIC SEWERSMAY BE':OBTAINED FROM THE D.EPARTMENTAF PUBLIC WORKS:`", THE ISSUANCE"OF THIS PERMITTDOES NOTRELEASE.THE APPLICANT FROM THE CONDITIONS OF,ANY APPLICABLE SUBDIVISION.RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). F E, a 1, a • a ® fi ^ 'd3, s;�y , BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 r„ 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health ?V W ._._.,..rr.:r•.a<:-;:�r<,.� ,,,� :w-, .a:. .. ..- �;_.._�.:_T ,..._..,.._.,..,.--... ., _ �..:._.. ..,._,._. - - ( `"=,; i„•try :`I.l. r4 y�... .....�.,.. -s�.w . ,• ) cam' / ;�, U .. I I, .•;< ��-�1.,1�ti Cd bl'�t�����..��f,3tr��i,��1,1��f'"sPrs5�.t, , � r��;y.,,-� �) r.l ryul . C r O ' n 01 \t (J d al yl t _; -�, Ott r \ �t en �� }"� `[t r f =•••� r I t r i ti ()t ..�t rig! 1 _ r. ' (f) t� ,ram._._ `.� r r liicl li4 '[ , CD L 6,�'l 1' , V] x ` .. f (/ `A arf�-i rLy u ljl'I•�tri �� r�'T,•'• <Jl .r _,_. G _..r•L� t..y 1 t,1 ._ .. ;.- IJ r _. ��'f- �1 I�,-II�f ✓, , Yi' ,p.:\\ t , � rat',��i'\_ .'.o_ %� ` ----•-.i �� -II�Ir 'J c �Itl u(`�\< ,`• rr, HCII`.-- 'D'r r_� fh�-' "I �'r' r �'._,<, > �- �' ; S• }�. 1,r! niJr� oaf'! [ t.,!!SIC 61 -, \�_.....-. LF7 `�"f.'' �k' �!�� �' I.�,'� _ � r, f �, •� J o��t �, � i� 1 !�,Si,fig Irr','3�•.;'`�I[i'SCt;S Iq!\ II ':'1 /U•r �.' _�rJ V�(�; II r' . 0. .. '• � `G7 -��,•.� ._ T_",�l�J,j,/ t�, {° :l/ _`7/P'�'{/%� '�i`'r' i'i?cI�C1 "4i,'�I�'\._"[ C ( $ .L \ D t (ll:l� le+•fl,�tl e•Ilt l't.il;\ '"" \\'.- - ` f' `� ��C 1 �•.'. � �� �. 2"[.. � f pt •Ir71�t � — "...�., llr I I;1!:� �;I -' G `' � � �� ,'/•�',: r'1 - .J . i-' _ ..1, / � � .-...-.. 7:� r� ";i�rll.t',„I,:II�'rr l�,'�ql "L_,',�1 .\\ _ .-,\` J .J � .v• .� t. n) �}., O � �`j,��:_._tJ,� - ••� ._ � i�'lll��' ISe'nn.'j`Ilnliii pFf\��TT�\\�\�.1 � , -�� cU �� —+ — �=�. .,,�•: l ,__ O rti' \'' -..n!'J-^. II I rrbl C�q t i � \` � `-� Ct7 Cl Q 4 ;rf.�'��,iu7. "r JAI _ C V3�Jd '3n�J3s3�J ,fly ', -�t;;,l ;,,oNY Ei� AM- r i c17 _ J /L L 7. Cjcir(�f ll / n t` 1 �•� na K I I-, L'' v, r — C�I V 1'I w�I\J J CJI ' •�ICI O L J >c �[ 1 J �\11 „ - b 150,001 i �_._��_. }r,` _�:.� .__ , :.__.n..;;h.r�(}'J:,,^,ar._._ ..r..1�<_..�>_.._�<.,_._�._. ..��.__<r•- ...-r�_...__2_,.,�.,.�1.,�.,._:.._._,, r Je�_,.,_.�_..,...��,�._<.,,._,�_..�T ., w,�, - 5:.,'",..__--.._—'1` c� �•,� �• .� .. '21 - Ih. C, 8 its p• c' �, t, f.; y iv LJ :h -)t I M 19513 T0W1\1 LAY0IJT /10' WIDE PA- VLMCNT Wl TIT 1-1 - 1r: f 4 x !, I\l .J 8 C=`i W � _ '' wwrT.as.^Y--ae,�„�,m.:wr...bawia�eu �1�+ `t'�� �F' t' nv+w,=..wceaasrenvma �u-;a ^az.:y.•swwmv�amesuw-^acrauiarsxvn��ewe�aan<. yass y r.:•- y d 1 j� `1 � W � I ! '� - \\ \\ CTI 7. UP Cj i b �'�!'�� ' fll I .. ^T .F �•, .t o \�\. —f!t \r` .:.5.- �.11 I,. 11 p �•ly..- ' CL J J 1 f -•.s` �' _ _ ^ �0� e:lcoll,�y' r• eqt i.�7f�a.�.. ♦ �, ; st()6 .C71 w"'r. ;. X .•. i .c ,, fr-! ;r r;,. :W � r f i N� II I��� \ +A F. (nHsu l III}5I1L, \ lG Ol . G J(I7 fth _. S - I•"• ,'I r tF (b \ (J1 : N.. — (y„ t 'a I',l I I 11`, •3•i U I�} .Ili,;r� It 1�' {�p. --r .. UQ hJ vN� Ci w _ t \.....- ` F. I rtry rrli,le��JI �li'!,+���L��•4 � J- •. ..,.. ;', (%.t�^ :. :. J � Tom. 1..i �� �I I-��•v__I''i �16'Sf,,'ly \ , pA Q'• �.�ya , • .! '• �ty�";�"+ p6t� C I �,�CrA i Q- �.fli _ (`r �. W a t �I� CX1 \ �. (I) ��IS p'.ihl i t i' U ♦ Crl v, Q 4 : " �NUt X f �iPi.'Y7 r i`r'..'.ilr�liil���i`r ire itl'\ -+ .•\` ".y...` .. ram, ?'�•. I'T-I Z ) - z�• tttf M I! FI IlIiSlp`ajrlSiiy.,tJ ,; "` O \\ �;•\\ r C' UI cn a' Co 0 0 l 111 �•�� o v, o NIW 531' — `d nN3 � - r) d32'J 3 0 �� jV '�;- �� ..4 x r q O f.CIP 11 a (or, x' n� CT? co ri x 0-N.3�J 3 NOl S _, X Yj 150,00+ -A=ct:Z OD �a — zj Y. A '' ut 4<U 1453 TOWN LAYOUT �l0' WIDC PAVEMENT WlT.lil ` OCEAN TREFT I.-. E'•I".1 74 r. Town of Barnstable �oFIKE, ti Regulatory Services Thomas F. Geiler,Director suwszwBLL 9 '""SS. 039. Building Division �0 �Eo► Tom Perry,Building Commissioner 200 Main Street, Hyannis,M.A.02601 www,town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( 7,060 PERMIT# G��f%C� 7G7'&b FEE: $ ^Z� SHED REGISTRATION 120 square feet or less D �'CVE, U'V' WY4 0AJ15P0Q7 Location of shed(address) Village IR066(z�- Property owner's name Telephone number Size of Shed Map/Parcel# . L ' d3(F p3 Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) — C 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 B --- 'f PLOT PLAN Q-forms-shedreg -!t1? R` a!E;' 1 . „ .,r •. . REV:042506 - l I i OCEAN STREET FL: 90.00' s 0 o I o i POR. / 8 g EX/SANG DWELLING a 0 0 q0 o 10.2' I DECK - o N b � � . o £XrsnN h • 6' - 10.4' POOL N 8.3' o a IAt x8 ROSON p .2 WILLI�MVVILCox m I c No.31341 co TO THE BEST OF MY INFORMATION, AS-BUILT PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN (WEST H YA N N I SP OR T) LOTS 510 512 514 5169 PL. BK. 034 0203 HAS BEEN LOCATED ON . THE GROUND DATE 11 22/07 SCALE 1" _ 30' AS INDICATED. JOB 6655-00 CLNT:S�I�tELINE POOLS SWEETSER ENGINEERING 11122 0 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAD SURVEYOR PO Box via SOUTH DENNIS, M, 02660 off. 508-398-3922 fax 508-398-3063 C.•I S8 I PRO✓16655M I dwg 16655,cpp.DWG®2007SWEETSERENGINEERING _ I o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -Map W . Parcel Application#' 6070571 Ca Health Division Date Issued 16 �cl Conservation Division Application fee Tax Collector 7 Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address yyr\ 1Pk0P_a Village 91c�iSf2r K-k- , Owner Address 189 5 )e_ Telephone 5D9- -11 S--1 311) Permit Request 1 fl--Q c'r°i0u C�c ��11Y1rni1f�Q Y 1 (� - Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Topl new Zoning District Flood Plain Groundwater Overlay Project Valuation 'tr75,=,00 Construction Type Lot Size Grandfathered: ,❑'-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- Total Room Count(not including baths):existing new First Floor Room Count �. Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No • Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name j�fl`1�?�V it C Telephone Number -y. - Ua-1'7 Address 1� P,�� _ License# CS 073NC C42 )i4c:_ RDU- (_063 S Home Improvement Contractor# I" aq:1 f Worker's Compensation# (Z1 W�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO D. SIGNATURES _ DATE 1 . 4W ( . . ` FOR OFFICIAL USE ONLY - � . . ° APPQICATION# . \ DATE ISSUED . • . ` MAP/PARCELNO. / ADDRESS VILLAGE OWNER . � DATE OF INSPECTION: FOUNDATION FRAME . i INSULATION } FIREPLACE � , ! ` } ELECTRICAL: ROUGH FINAL . . PLUMBING:. ROUGH FINAL . \ . GAS: ROUGH FINAL z FINAL BUILDING / DATE CLOSED OUT . . . ASSOCIATION PAN NO. ( ƒ The Commonwealth of Massachusetts ` Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston,MA 02111' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print Legibly Name(Business/Organizatiowbdividual): Address: 2 Ay t jQ_A City/State/Zip (p)(vqS Phonet C ( q3D" q0� Are ou an employer?Check the appropriate bog: :Type of project(required):, 1.( am a employer with f� 4. ❑ I am a general contractor and I 6 (]New construction employees (full and/or part-time).* • have hired the snob-contractors listed on the sheet. 7. ❑Remodeling 2:❑ I am a'sole proprietor or partner- These sub-contractors have ' ship and have no employees 8. Demolition e working" for me in any capacity. employes and have workers' 9 ❑Building addition comp,insurance#, t [No workers'comp.insurance 10. Electrica repairs airs or additions required.] 5. ❑ We are a corporation and its ❑' 3.❑ I am a homeowner doing ill-work . officers have exercised their 11.0 Plumbing repairs or additions ' 4 myself,[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no 13.❑ Other r employees. [No workers' comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information• t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. . tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether arnot those entities have employees. If the sub-contractors have employees,they must provide their workers'camp,policy number. lam an employer that is providing workers'compensation insuranee foamy employees. Below is.the policy and job site information. \ Insurance Company Name: �' (G_X (V�, b_yv_l Policy#or Self ins.Lic,#: �� � L Expiration Date: (sQ— Job site Address' City/State/Zip: V�xilfliS� 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the 'ns and penal ' of perjury that the information provide(d�above is true annd7 correct. _ \ © / Si ature: Date: — Phone# Official use only. Do not write in this area, to be completed by.city or town off ciaL 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#: E'O`'ti 'Town-of Barnstable yP °� Regulatory Services sARTrSTASM Thomas F.Geiler,Director 1639' ,� BuRding, Divisions Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 Office: 509-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME I1VRROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c, 142A.requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, •improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than foiiz•dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. A �� Type of Work —C���`x�tm Estimated Cost wuer_'s Name17 Q�'�- de e�h rGt ulccafar Date ofApplication_:�.._ . I hereby certify that: Registration is not required for the following yeas on(s): Work excluded by law - []Job Under$1,000 ❑Building not owner-occupied ❑Owner.pulling own permit Notice is hereby given that: OWNERS PULLING.THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Names e- - Registration No. OR Date Owner's Name Sep 18 07 03:45p p.1 Town of Barnstable NAM Regulatory Services Thomas F.Geller,Director Building Division 'Tom Perry,C90 Building Commbsioser 200 Main Street, Hyatmis,.%AA 02601 www.town.barasta ble.ma.us Office: 508-8614039 Fax: 508=790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, /U-6X7 ,as Owner of the subject property hereby authorize 1'1�7 tlise001-\ �1V`� l� to act on my behalf, in all matters relative to work authorized by this building permit application for. (address of Job) KA q Signature of Owner Date Gi FC Rol— FAc.,Lco,:-k Print Name QTonmexpiog RevistiQ7ld05 .r e' , L k � n :. :,:t- �'" Il .tali, . ✓o, 'a , - r r- 7} w �i - �c s. $t�. ;r,' - rtL��t.r•` *f�. ' '•• ...,..*^m o, s i ,liw�. r • r i tir r rt , •c t �;?A `�� n. 1 ,' `Pl:.,..' .4,.� J „Y K '� r•"f 4 �' iw� t 4�A-r _ _ Y Q I• pit.V� r � -V .4",bmt�._ Rdlwr"'�`` `'°-'- .- i t�;tf" t u� 1�. t a► ,r -':may 3iy i �L(?:.lQ{t ..jllll 11lII II`I4fii t y,,?'+ l t .;'• .. c— try- 4 .::r.. (``tt �, L ;P. REe t°, — , t;:� •^..x. �1 k.Zy�`w��'(..,ar,i ;y, `-.,,'f3 rr t� . _� \ '{�{t'�•2L.. r` .,. 1�"; t rj�i:' 4 .,. ��lg \•".""��� ,.�y� ..e= 'f``t`=.t.e.+ �.. ra!�'ir-�.. p o; P •' ri I I ���Y* '���\ �\� � =— _ �� �,\ � .�„—J- "� •t." -- ��� r^ I .III - a�Ac-W^\. ..�., \ •,,� .'.. � y.t - � .4=mac �� '°(' '.��� -�' �'s ` . -�. �10 r M1 7 if '}'*� t �I 1 �I) l i I I i•' {�..i E��1�:� �i�Y 4{ . r v V^ Y�4 a�+ `l, �i.'�� � I1, 119,��, { 1tt t{{ � i � ,jeC�� ��r tdt'r♦ '� ��,`'v ��,¢t,-���, I II,iI�.II I• �I�,{ iti.'il':jj!;�E , 'ee@',:�g4 ���' bil �F� ,sr,i^ �i dt�` r� �°F �^� �,t� � , - 1„ 'k^.- � $'` 'may, • Itfli �t, t �� a��� rnr Ia ' t �l:�> s°' �� t r. �► w r1 �.JjIT f ,MyS ,aSP i � ��• � " .i - ,lf�" I•/�P'G.-4.:Y .s •r��it4��.r�i �C�'�rr�� t ,�.�•.. :.:, i , e � � , 1 a.air r .3•*,� � �,Cti � t 11 r I �{ � • , Ors` f, r..r�`��fiT��*"' ,-yni Jp {�Y`"�`afa r� .t� �9.k�"^.+, <3'c+.;•�,''�' '3 'K3s. I�, � �. �f� � a%.,. �, r � x�.t�. 3�.+.�i��•�?..;a '"�i�u'`�c"��}M �t«'�" - � ��aaii 4* � r � ..lam� �"`:���•��,}L {` .Yx �' !y' ++��..y� �='• d���r/.t',.✓�'.•�d�� rc � Mak 7'.`�,�..fi� s���. •.f�'r -��" ' 4 - Y� '�. .tea.- I �..:'4,.f.:r ,.• $ a ,I i I, i air „, . ,• *, v,w �ir.a<: w, 6 Delgard Premier,Aluminum Fencing provides an{,elegant and stately, accent to any hom"e'or workplace. For almost 20 years, Delgard has offeredxihe traditional beauty of 'Wrought—iron.. without the costly and time-consuming maintenance required of other fencing systems. Delgard starts l with`raw aluminum, a special',Titanium-bearing alloy and'fabricates,it into' durable and distinguished product that will accent any home or property. Plus, every- Delgard fence features the ' exclusiv e ndKote 10,000TM paint finish and a limited^lifetime:warranty against cracking, A chii pPin g) d peeling. N'—Delgard is available in 7 heights, 5 different colors, and=3 grades, Residential; Aero, and Commercial. y p= Delgard Residential grade<is a perfect choice 3for swimming pool enclosures and perimeter fencing. ` Matching gates are available in widths of 36",142", 48 60" and 72" and feature our patented self-closing hinges -and the Versa'Latch"or Magna Latch. Delgard s Aero grade provides the comfortable-look,° .. :1., of Residential fence with added strength and durability. Aero)s unique,,versatility makes this fence a great , choice for swimming pool enclosures, estate fencing, golf y courses, and housing developments. Matching,gates are , available in widths of 36" 48" 60" 72" 84" and 96" and feature our patented self-closing hinges and the : . ,.�,. patented s s sa. P Versa-Latch or Magna latch. 4 u + 14, VVVVVI I I• •`��I h f„ a , When ou need additional strength and security, turn to Delgard's Commercial fencing system. Parking lots, w play centers,<manufacturing facilities, and community swimming pools are just a few of the commercial locations 6 E It utilize Delgard Commercial grade. Matching swing gates are available in widths of 36", 42", 48", 60" and 72". x Larger swing gates and cantilever gates are 1. also available. P f { I' ale . - .L INTRODUCTION . . 2 1 RESIDENTIAL FENCE .° .. . . . . ''' 3 " RESIDENTIAL GATES 6 G -AERO FENCE . . . . . . . . -$: . . _. . . .9. . . .°". . . &: 7 TF AERO GATES ¢,. . . . . . . . 10 — ta" .., r _ : ��._: R��• '�:5-aA.'' �:'�'an.k �,'r:{k ':•"e�,.y . � X 9 l.T s, COMMERCIAL FENCE ` COMMERCIAL GATES 14 { SPECIALTY .GATES . : . . :�.. . . : ': . . : . . + : .. 15 ` w DELGARD STORY . . . `. . . . . . . . . . . . . . . . . . . 21 \ 4071 ,.t. y 3 n i t a �. a Y i _ ' - �"a• :. ,�.gri t :w �... d .." With so many styles from which to choose, the easy part is selecting Delgard; the hard part is. y choosing from of the options.tionts_. To customize y ur fence a,d xd decorative ackcessories , . "F such as finials ball caps, scrolls or circles. Use th`e'images below as well as the photos through- out the brochure to determine which combination works best for you. Mix and match...who knew,choosing fencing icould be so much'fun? : € , s b 'soo,': . �"`"ai'�", " A ., ,;°.','.:, w`z:SW� ". ya,� ".`,.*4,i"y'" .. '" 'q AVALON: Residential, Aero ELBA: Residential, Aero DORIA: Residential, Aero MADRID: Commercial STRATFORD: Commercial Laurel: Commercial e ° ¢ r nm A F 14 c e 141 w $ARCELONA: Residential GUARDIAN ELBA:` GUARDIAN DORIA: TAHOE: Commercial Residential, Aero Residential,Aero a ,rho'k^ X r , all 111 - f �a a' Y HIALEAH. 1NNSRiiJCK " SENTRY: Residential Residential Residential Aero 2 , s w , i . \�qy.�"' "�• 4 wR 4 to a s • i c 6 F F °�:• a a s ; t�� eri s` a� ta> +s� pis}} s ert. FI Al .,li tit it ['•- ,y "fit'` T s�'� �R rr � �,. � ¢, a i � „� fi^�' �w �:� �rw `�, � C'> "•:�"����� ,fir 7� ,r'�f �;� v ' � "" � .� k�r ♦� �� � � r�i �''` -s-� I r 4�-:6'�• f / �. ix r Y �' z`r � � � cx`''' j`.' �� 4# < t�''? ��, ``:;� �y� ' .z'y. .t•yh "{ - J, a4a.,rs; } }e #:. R.. , t° vts3 «€ViK t 0 � s '• � a. �`1k3d����p�'.Y. e" y#,+sa f" t_e:� A� ,t`t'�sk�_�`up `�� �� » �i`d `�Y�� l�. 3 -Aesidential Grade comes in a varieiv of style options, • • •• •• costly annual mai ntenance. r " ViaWR Ki I Fi ail �� 1 ogam y ok 44 ,'MEN • ' • i i OHM,a' • M9i • • ■.. s Iwo 17 — � a MR� r _ il. s � Wra } ■■■■■■■■■■■■■ ■■■■■■■■■■■■ nennnn ■■■�■■■■■■�®■ nnnnnn ■■■■■■�■■■■■■ III����I���I� IIII��IIIII� i The Guardian Series has been designed to comply with the stringent ICC pool safety " codes. This series offers several styles that pro- vide a dropped bottom so that no' pp rail pickets e are exposed. 41 COLORS:' = �A � .. tt �� FV - Black • +`u k ' � •, yam. �, �. 3-'" s 90 -White a'y BRONZE RESIDENTIAL GUARDIAN`D w ORIA r� Bronze r. t 6H . Sandstone ' Hunter Green � t BLACK_ RESIDENTIAL GUARDIAN ELBA - ' finishing touch can be added by selecting :• accessories that will truly°customize your,` TE,'HEIGHTS: .fence In addition to the standard colors, Royal " _ - � � Tnad� . = Available ". F ial'. Finna ,accessories are also available a rich metallic ;� ..w- in v, .: .:, these�helghts:, beautiful finish l gold color that provides a truly . t - g 3 54 r 72 -. Standard Ball Cap Avaloni&,Elbas cap% also avanable n s (elack only) n 4 n. 36 2 Hialeah Innsbruck *5411availablejn Estate Butte} Scroll Scrolk Guard►anSSeries - Xif j' �, • • Residential gates e available either straight or arch-,,type st�les and feature pip t l: g As F /Al �J 1/ ) ti E ♦ S i "! "`t� �� eft 9°P# eyi t`. 1°t1,�1` •' ( tPfit as .@� tf. �q, � ♦_ -sl. ,. p��ro.r;n'-'.1����5 ,.��t .•tt$ P�taa'—' �� ^��ft±`_'�� ����' - � F'*A 4 � �p:'!•= .r F �g of 01 rf'_!� � u..r' a .4;-tz;'�� j �y, �� e••�'� c�. S { �:,�k�� t ,� w,,,jr_.,j' �'is PT k �~ � � -"' �a���° � ,, ti'• ,rot'°'-T r " 'r""R* '"^•'" 6a Ot K• p.�'R'r•'.,•*-ss u' a i s4\. ':'f ".q„ r :9%' * _`� a+ yr:1 �" � nk. _�:,..,�.�"�w..�'��¢���.. e..a'��.� � �9;,.«, '�i-• 'w'tt. Ali; �, d �y;'��`�`�` i'�d 'g i�3 �, ��-- C�Fw���� ��`�" '` •r•� •,.� t �+ j ttt�ASi�:� 1 f 1 • z' �wa} e v � ^.,A,..�` k�� ��{ �f A } �. � r�,�+f!s FRgqi h.+ �$r. ..;,�,,,.<:r� t'�a .v� ;R' "• „ "'fir. _ Ate.:.-'fw1"�. l - WHET", IN k 1 t a+ q 1 t n f 1 L , • ¢ �°�� 'z i" � rt aft �'�, • z m W t LxI'C:Fi I, � 4 , vailable only from Delgard, Aero has redefined _ ornamental fencing. Men',only.the best will' do ° & , Aero is it. Swimm ng.pool enclosures, estate fencing, golf CHI.✓ j courses and new'home'devel p ents are just a4ew of`thee, IW � _ # many applications ,where this grade is notonly functiornal1 p but actually enhances the appearance of the property.; --Delgarcl's Aero grade features 1" x 5/8!! rounded pickets : 1 1/2''. xi l 1/8"I-rounded rails, and 2 1/2" rounded posts: All fence sections.come pre-assembleda} ' a s ' AL a it, t � p i � p :r Aero I ' offers beauty, recognized for light apRearance of residential strengtfi,,of • • •I . eight feet for ehhancedvisibility and easie 'less costly installations. .,M ,,w /' ,��'�'� "^ � l�!�,f�iS 1q�-•$ � e #'r.E ,f„i �,,.q,x .�l- "b T �e .'��+�� . M },dF�J�E►i.Va14 „ "R t� sP�`e7t`�7Fi jy �i.S �yJ w •r t� z"r:vtt,iu tlli#l',t"ski#TESL! 3 ��Y S 'kf d see- fib'A ryry '' f Ft oA U?_ ttmit� AuE'WI� R-:i iQ a�®�:�:s 112-1F E 2 � 1,^ n `.x n N45 OW 1,tS z` f + g 041, ny B ' • SENTFti, ' • • / nnnnnn ■■■■■■■■■■■■■ nnnnnn ®■®■■■■®■■■■■ III'IIII�I�II 1.. � y m� mil I 1 a � r !I' � "� s � »•^'�' � �, �:S k�aj 4 o F,u r r ,� �4:� N u 'r _•'4 M�'ae� ,� r.{,c(✓i �*y5 �.. ��}w !`F;r.y ,� `�'� � § �� � � E�"; �L ✓� "��x+,, a „,qq� ^+ � r �F �,t, 7F 'mot WA awl WIN "�CFO �� � t•',� � � 'p'� � �`- �� � ,�':� .ayyr.���'�f+����g� r �„�Fr�#' z �k���« � � ��t �r '� �"�'� 1.ti° �.� �� i 13 � l 'Other'Unlike • options ultimately rust regardless of :!oEtings; wood, wh-ch will begin to discolor and decay,s'�,Oon -afte - • . • • • • • • • • a�qa`�,, : �-. t�„�r�.q�. !�,�` c1e '�? �32' '.'r�• �,'.;,gyp 7 M'' �"f p ','�"+7�"'`� Air! �3�:. .y ;,�Ya A�3's���l,""+• r Y �` ec A, �j'&� a' !$q ',f+Y„' > '�. Y• y V�S.. 'G�''�i- ""r� - ft.'��#-,����p�i l,'�;�v �•y.1`,� �'r` '�i1:Y"��1.'I`., -3 ,} 6 ► I I I I i 1 ®� in®®®®�� 0/i i r• � 'C w�C:Y L v j 1. .` f ;q�A t9; r MUMMIES • ' • i i • • i +s r. iM SANDSTONE COMMERCIAL MADRID 1' [�`, `� � A^ S' ly •�F' 2^l � 4 _ tl^•�.. f:1c:F MY � .�: 4P,, � � 1,11 � if Pti r .. • qq eeee■■■e■■e■■ ■■■■■■e■e■e■ nnnnnn �■����������� n IIIII�IIIIIII II�IIIIIIII .. . NO0- . . r J� An elegant radius on all pickEts,,posts, and rails,creat�eAv Aero's graceful soft style. This grade is extremely practical for swimming pool enclosures, `estate fencin':5 golf=courses, and new home developments. *'S r_ g, m �. : XOLORS: Black°' White : ,.. �BLAICK AERO GUARDIAN DORIA _ w w � AI :Bronze ,,r, ,u Sandstone Hunter Green r Y P. HEIGHTS: Royal Triad' a AVdl�ab�2 lly �F.in al �E nial z �theseheights: `'54" Standard Ball Cap Ca i m , ,BLACK AERo ARBOR Wg ��. Dimensions: 4' opening, 8' hei;Ii , 3' depth *s4"available« O :: � Estate Circle �:�,ButterIly. Accommodates any;Delgard gate€48"Pwide- Guardian Series ohly ll rs 1- Scro cro -All Aero gates'-are°available,in matching fence`styles . and in widths�t or arch type� �styles and m of 36", 48" 60" 72"p 84 & 96" in either strai ght y d feature Delgard's�{patented' self=el6" ing hinges. t : Pq r , do , * i t fa k � �F BRONZE AERO DORIA BLACK AERO ARCH DORIA r Y � I - A JWA r _ 'BLACK AERO ARCH AVALON `5 ro SANDSTONE AERO ARCH EL 9 BA 1 ,ate �r ,'�:� _:�• - 1; LATCH. ACCESSORIES: s HEIGHTS: ACCESSORIES: n� „ thesehe ghts 48 Royal �. - ,Triad ti 54tt Fimal .O" Finial '6 0 IVI �1 Circle fi 4 3, Butterfly state ' Scroll Scroll 1- knit ! 6@f ® Black ' p ?al ap ' a. lAr' .a' ��F y■ 4 �e�diFi r lPA11'a CI�r�.tE s � �' �r+F:DTMi4 ;", '� .• It � �`' ]j'��'� ?'' / - i {. y i ' 4 ii , dA t•I i�� c 4 ��4 �° i ;r �ail" �� ; � ,�� � t ;1' 1t lilt, 1 • , 1 1 4 p i J u t t e kroll i 1 a h t Hunter Green l �i •S: t.u1 � ' 5 ..N. J l 'l A(--,,CESSORIES: e i�4 •r� , ✓a a - • P X a � ,s 1 lihti�� j .X Y I� � � ��J�"C f "� 1 ryr !M� ^q �••k h `a �• fit.�4•� � 1�� t 3 r pA xll a J19 s Y teo ej N b e .:'—r.. 5 '.' 1 ,� 1 ..,:i>Y �� idt:. IF SIN •'_ AD ® .."�.. R.... "'y w°' ;�,. "1.. fie A'tis '�' • 'i/ goo 1141 .� �,..�. . ®®sir ® ' ®11 N O 11 8 1 r t 1 Lxrcii �r.' ? � -I • �� ,� .. CAI �,�, II®I ,14 a I\ ?, = el ard's Specialty Gates are a perfect way to yyo ° ro highlight ith-aor landsea W full selection¢of high-style gates, from classic to modern, there is sure to be an arched gate"to fit your needs.IL - In addition; our commercial3 gates are compatible with.--, I tv most gate operating systems so they can be operated- ' remotely. from a cerit.ral location;'adding increased security t r a 4 � s 4 � 4tL v p 7 i - �r.... ,�."+� r"„ a, - -^^•+;,- --,-=4'_-" *"..t-=.a�,_a-'.^'- . .,m��:.,.. x > q _ } or almost 20 years, Delgard has been a leader in ornamental maintenance free aluminum :.r p . g g ovation with.,its new and im roved,cantilever fencin . Del and continues its tradition o inn gate system. The Delgard Design Team listened to many contractors around tze country and performed hours of field research to come up with Ats innovative and effective System., t � cunique ' * styling f the 1? t gives g it-the ! availability This system boasts a,free form design that allows multi le styling options including of arch top and estate styles. The unique sty g o gate g s he tradit-onal look of a clas y „m �. g g gate. m th this:system,. sic wrou ht iron double swing ate. However, not everything is about,looks w d The gate utilizes an innovative bottom support track that lowers the center of gravity providing g Y° g g k transporta- reater stabilit and'ease of motion. Del ands modular,desi n'also allows for ease of, tion and quick on-site installation. Innovation, strength, ease of installation, durable and smooth operation, plus: Delgard's standard eauty makeN Delgard's cantilever gate system unsurpassed,.in the,indus industry.of b yA d 1 � 6 x 3 { �Y tl. r v. � � •� a w µ � F # R ryy' YixFa.AMi * Q . BRONZE MADRID ESTATE'CAI�TTILEVER MATE 101 : 16 1 f 6, y o Modular design makes transportation to the job site easy o Modular design and simplified assembly,.allows for quick!6n-site installa n'ywith much smaller crews'than traditional cantilever gatesm o Innovative design allows for single gate opening up to 30 feet o All structural elements are built from 6061-T6 alloy aluminum which carries nearly double the yield strength of 6063-T5 alloy aluminum (the industry accepted standard for Aluminum Cantilever gate material) mch= oints and allown reater flexibili k side of the gate reducing front facing o All moving hardware is located on the'back Ir p erg, p g g _ ty wheli, rstalling behind existing structures ' '' iY fo Bottom support track lowers center of gravity providin;greater stability and ease of motion ` o Enclosed guide wheel-track protects rubber guide wheels from elements and reduces pinch points o Adjustable truss support system allows for field calibration b _ ,k $ 4 r - aA jo pr R y x� a BOTTOM SUPPORT RAIL (CUT AWAY,VIEW) BOTTOM SUPPORTRAIL m i 4 y 0 9 SUPPORT RAIL WHEEL ASSEMBLY TRUSS SUPPORTS•- 'F a A.go-pal u^ r s t .�, r-:.- t _ s € T ram` .�s -- ': :r€- r, r¢wo-tl r ,:xa� ", > a '.s :�- + , •`A,",. y -* 'as, ;.,H aYy w.,-._ °+„� • sa= yr,. 1 kPr a, ...'x&o-`.`is-ar ®�i�'5"c ,r - .:'sw:�.-...'E„a• "`. ,>uR. -,3 .�tn .'s`�-n.. -e`r'E,�.">xr`:' '"'.m" ., r g§ § , - r=�a, +,,y'i'... � '' iy phi T O : �- ,11Re�Identlal�and �1ero�gradE ' r �a q§ ,` -� � �g_ates"�are avallabl�w� X � h1 � I �afireatopCmmerc ial grade gates�► arch o "�!q* vallal}le with aWdrehitop or k f ., v t a ` G n estate�c�urve fi. a 'P s �,,x:,..• „�� ',�,.+,.,� a ° ���- �re.�„ my ..� �.� -�... `' �. .�-� ,r ,,,: �..� " _ �'tom.---�`' ,g:� ."�.s-• s 'cad G ,. a ?� � r€�r-�i,�''��, =�.4 y� �.:,��,k x� saw 6 .r .. Kyt �f �r '" "a '� tea.. •§ a -$,At.' ;� ,�j ,+ ^ _s • x..rk 9 .� x a t �4., .:.6„rt '3 Nk,� , sl � e� �������%EGG(/ a€ �a� ^P .s, AOne of our most�popular gates m the Iaelg�rd ar, 60_ *VC P Estate'smagnitocent , Arched Series pThe Madfi , ,.* ..� � craftsmanship¢wlllcreatetrulyimpressivek ", ,fi ay� -�� �- :, �-s� "37r .r' p - welcome to our6 ro ert r� � � :.M AY p p � . � •;A * -AKII. k _.-.,_ .._. ...:....... . ..>. . ^_::.. -_' ,_-- au '��6 gu rl , ;., '; ^�`. "' ::,` �'' �- r-��' -' .^a > , ` s°s s: ,' .: k° a t .•x �« k o- a. .;g t�, >,. MADRID ESTATE CURVE' ffi r , p r Ri ikr�aa ,.d � ;, �' _.., . ,-- `, „� _ '-: ,.��_-. `�' s 3.>?� as, s+,waer. E6 ,�..•:A. _:. :.r r _ _, :'- a G «3 - , = t ,_�" �.` ,'s E,.,,.s. t .'T,,.: wu-�� `" ,' +4 ,,. '� a- ,� � " r'.'' '' ' - Mi a€..' � a:€a. �"�r�'° ' «o➢� '" i:PAk,x2,=3p,.=#b :C„,. .,,'.•n ,6"s r.� ., ;< , ���,,- „M . „_ 6 > T r" kr X 3 €. r FIT r LL�� � � EK "'Ki,UA IP! The combmatlon of grace ail,�ntrleacies t a a t - 4 �xi. 5p 34 r 1 as u" E i � °' §€• `+"° y^ a^ '��' ,5 '`�g. „-r p'ts ., aa ow andcleaminesdlstingulshthe�Madnd Arch ;, 6;; ; ' � a trul eele ant entrant ate ; � x 'y g dyr �� g � K, xi + % '-r".,xir e"5.'.' ''_ � ._ � � �kx �:r _ £`'-^®�• r� � �� .€_..� ar r, �°3 jig. - A +� h� MADRID ARCH m _ , �_P - ;`_ ' r 7`.; a3d=" ,s + ,..*`s. �„ °. .,R ys'` ::: a ,Fr'^x, '.€> 4a§ ''! "`t a "1§,..-. e 'm.. " ., a ..;.iQ I- g ' a .e �.= '" .....u:. ea�' ..;: , a ,V��r an 6 .r w '#d ��fi §§ a, . F �F t �. a-� ,,c-r •sue- "£, ;:x E..a:6, g gx. r yr6� 'OF Il grPo Aw m, �x K Y sP cP .p y� q� x Delgar&has d sig�ned.it� rep Heavy duty Farrel 'mg y ,.. a. .a" S*1e't yo-yo, r 'ffi€'" §+� R Y�i. 9 F Is'. u g * r 5 x E r ,x Hin efor mootho eracicn and�inere� ed uei ht a u a � p ° a Toad capacity for all ofu bigerr �"ate r 1 aa� ti 4 a 41 i;`•'"cC a " r � � ,.. � � „�-. a "' � 3 �'�' �, ". .,.. �� � k]F� � ���� � �` �r aka=i G `,HEAVY-DUTYMARREL11HINGE � .n € „2° s5-A" a , �' .k• �� a',:°a fay",.,� �;ai , x^.,y.' r .� x,�: °ra. ,a mp., 6,,.a;�?°, , ^ �.. .., v ';"-. �`:�`:.-- ,� e �� _„ `- §� �'Sk, �'�� aar r z a•- �,�.� a�vy r ��' t€ •_ �r € 3 g �` ." .' U^ypS. 1- ` ��?` ' ::; �'l i- 5' '{ k:. €� " y+ sr>t= �'iY' ` M'- x ;'�'�§� ,9 r . Ft =a' H fad a _ '. ° i'` v� s ryiF i ,. §��A s ,riNi• ,?. h". :as a. .?'.;..: :k, .r' �° «:. . ''&a,� _r "ar, >€� �6 $�, +r rRh� t,e 4r'fit` s +E 'a-a;.ar,. -saw. �ss_.5-..� `<. - = s° '� •fie ^ ,=o�''s a - �': - #o- a s t-- Qs. ens:a a" a+ "€ #� * •'. n > q > ' he Premier Gate Series offers several options to make an entrance or a Twa kwa sensational. Fabricated of heavy-duty aluminum extrusions and " y y � g g g drst ' castings, and offering total welded construction, these gates can be mounted , , - * to any type of post or column and will easily handle a gate operator v r 4 ARDMORE GATE ia:.Nli#,j,�.t#f$iz1Ep F[73�#k ;{➢' .� q •-{➢lYii lYlt Ml(IM ,..M=$Cf — �3sN�#n6aaxrt#sav x a s MwtdbiYK3�r+ntia�rithaf$ii i y ;�•;4t..1 �! yt�tt Y• ii ti i y r TZ e�ad�41 3 ......5 ra DELRAY GATE pt - COLORS: HEIGHTS: ACCESSORIES: f _ t �AnWFiei ht f N g ' rom StariclardDelray� ' Gates Come with Bia�k ti s astone 48 ' t0 96�� 7L8"Round Pickets. �� '�; i "40ur�Residential�and� _ Aero glade pickets M a availale ` ^Bronze `; " HunterGreen aS�an OptlOn y :+' ,� � '. ��" �'. '.. - ' �'� t ' S ,y 9 y•. , ir ,'> d sa'asp r-^* gnEk` e Pit .. �1 @ ? � ux : ;, €i� *' " r ar IVF u=` .,. �. _,y gaffs .�t+4� r'+,ia eOn1yDelgard uses"the exclusive,DiamondKote1000OTM=pamt4firiishlat has a limited _? . .-�.' ,' `s" .. ,gpa. ni '':' °r Er`.�ak'".'„ '"ah";. r peel This.environmentally safelprocess=mcludes � + lifetime warrantynot tocrack, chio; � � ria _ some DelgardIsecrets.that have been improved over and the',"' s include . 4 p = � a � � wi F GEC' ' _. � gyp , . '+. :' + k �g z d��E a'p< p a ,i•": +,h 5. .� +0, ® High Alkaline cleanerthat prepares the surface and them a " � � . } � �. ' sdtJ ® A fluondebased, acidic processto furtfer�coriditionand,clean the material, and finally an ' M'a - ' a . q M � . ` 1 Applicatiori o'., a pol e 'th �r Z. :kre 4u. ^�s# , 3 ,..s �l�,'' fs w� •m +s�8 ,« Fi{�.y b € f ymrprime "at.promotes adhesion and4inhibits corrosion.Er '� � VL AP " fig. `ew +y € r. ", `• + +� ,,s + :s <. r. .�,« 5, i '�t„ €y i"ya�; �,gk�' ;r.-.a'h �` .k,"� z w r: r "iV 3sx # a D `nufactured;a, atentedself-closet het a that isthe,env of the R, fe ceindustrdy.SEachh nge s made withari ad'ustables rill'in,a durable`> et slim wr`a'`= w , :': '" 3 �.� :' •=,s�`?: t'r 4 ':,= `— ._ ": �°$. � 'a=p +' aR4k'� a°.« � 'a. s `� ��inys'' sS around design-to ensure years of reliable closing. +, .r �•. � "€ ? -'� . 4a. > _ .-da. -s ,s g`� m+., `a€x,.sn,a _,. a s' a r`y�" i ,P,+'� Srp,': ' ,y. .'q§�. -' ,The�Versa4-Latch is ariother$first ofaa kmd mnoyation trom,U61garasanct its'long time,.partner{m ��� ., anw a w s io w i �u x the makerspof the Magria Latch The Versa-Latchtfeaturesa�magnetically activated mecha ,' p _w -add- _ � r - '>r .' - •. :; z. t..,. sIZ :�t,.z.,E r,,.- ''"` z: at :+�• . qk€*,;k: �ir k r ^. nism in additiion to'a�keyed lock for�eyen more security This low frict on latch is more 'ref able self latching and highly"effective-AT he Ve sa=Latch comes standard with"all CDelgard's � g' � :.., _ ss�'., �. f y' ;sak; ss.c sT �,s ss ' y a walk gates except.Guardian Series whichuses,the Magna Latch ,� • , SEk t .. , § a ,. .,y s ' 'I'll. w " ... 't' - ..r ,. is 6=a'k$ "` ' Tffi Paz 411., s f w r+ � " d 7i t y�r�zizrti+`!rc pSe a ra i a ar. Ow & ��'- ". sr=•_ x . 'N i" ,, z 3i rsa rk .sF t . ..t i5 3i •.r"e •?. +•�:• �, +r s¢ p d y 6'+Y ud z i ar 4 5 BpT r a ",W ,azr s Plie, Pi j Owl Delgardlas completely redesigned'its using'more Fa stronger alloy"s :� Thesreredesigned gates a�reriow 300% strongersforeen betterdurabilityand,s $t Irv' .�. .'a; x. a>sz ', a�,a�.,ss�''„„ > „9 as,�>.. _.�• a ..:;.i z,a. ,,a' z t.. ,.'. + • 1/"�%�'�X�12J�0 � ��Z21/nt�g�' 1 u '�� n �� a i nz � i n ��..3i y N+t�� 3"!x�3"x 12 " ;{ ' M-11-11- ' Overj96' opening d Y * `# 6061�T6f .. 6061�T6 4 6061�T6, . Over 60 opening i O�er 60 open ng, Over'60" openin a Versa Latch Versa Latch Ver atcli•`="u co�s leaf 6 Magna atch a kLa1ch,4, greater tan 96"leafy (Guardian Series Onl}j uardian Series Only) 5 . 36" widethr�7�2 ide �; �wiclethrun60"`wide 3 ide�hru6Q"wide . Self Closings Self Clo`slit elf Closing - i� 72"wid�tlir96"' wide 72" w' e tlirix X92"„wideJr w E Barrel xs^ > " •pax ;" x�v. s.ax x^r +r e _ � ��.�- k `�.�,_�'.._,� ..a' �,r Y •^.., ,c �,.E€= ., ,�:�+- ,.„a� `t���,. �.�r�r ass rah, ' ,,,�,a "�.,�°... � h, _ �.o., .��� �� i r a DeIY. g y free ornamental M1 and~yhas been the leader in maintenance- aluminum fencingfor almost 20 ears. In that tir_,e, Delgard " , has continuously improved its products and manufacturing operations to deliver the industry's best products that will add beauty, security and value to any property. xi a , Delgard's quality starts from the very beginning of the fence w k ` making process, the aluminum. You see, Delgard is part of the � - u fig ,' • Arch America family of companies, a group that has been manufacturing high quality aluminum and building p--oducts for over 40 years. This relationship ensures that Delgard has a .,dedicated and unlimited supply of raw aluminum. In fact, Delgard is the only aluminum fence manufacturer in the world capable of extruding its own aluminum. Rest assure, you'll never have tc worry about material shortages, and your products will always. ship on time. In fact, Delgard offers several popular styles in its a Quick Ship Program. No other manufacturer offers a.program as tiR bt.. extensive as Delgards. �t Our global alliances through the Arch America companies have _ - helped to expand our production and sourcing capabilities to - Europe, Asia and even Australia. The Delgard team's global reach means that your products are made to our exacting standards. / 1 If you're looking to enclose your swimming pool, enhance your property or secure an area, choose Delgard for the ul6imate combination of strength, beauty, and durability: From its commitment to total customer satisfaction, to innovative designs, Delgard is the finest fence available. To learn more about Delgard, visit their website at www.delgard.com. _ , r y w»• J..q, a g'`RESIDENTIAL ";t ,AERO Ole ,",COMMERCIAL 5/8"x.050' wall thickness CD 1'5/8"x.050"wall thickness ❑6 1 x 1 x.065"wa ll tl ickness PICKET 0 n 1"x 1"x.055"top wall thickness n 1 1/2"x 1 1/8"x.060"top wall 1 5/8"x 1 5/8"x.07C"top wall RAIL L J .080"side wall l J .070"side wall n .100"side wall I POST ❑ 2"x 2"x.060"wall thickness O 2 1/2"x 2 1/2"x.060"wall thickness 2 1/2"x 2 1/2"x.075'wall thickness 100"power corner GATE POST ❑ 2 x 2"x.125"wall thickness O 2 1/2"x 2 1/2"x.125"wall thickness 4"x 4"x.125"wall th ckness I' 6"x 6"x.188"wall thickness r 3 13/16"between pickets 3 31/32"between pickets =3 31/32.between pic<ets SPACING ei 39/64"(Hialeah&Innsbruck) a a INSTALL=D CENTERS 72 3/4"on center 2"posts 100 13/16"on center(2 1/2"posts) 71"on center 2 1/2"posts 71"on center Sentry(2 1/2"posts) HEIGHTS 36",42",48",54",60",72" 48",54",60",72" 48",60",72",96" COLORS white,black,bronze, white,black,bronze, white,black,bronze, 10 hunter green,sandstone hunter green,sandstone hunter green,sandstone K. Y° HORIZONTAL RAILS ;4a npon 36"'42",48",54",60" _3 oon 48"�Sentry tr60" R. ''4 on 48" 60 72" 4 on 72" a, 6063-T5 on pickets 6063-T5 on pickets 6063-T5 on pickets ALLOY 6061-T6 on posts and rails 6061-T6 on posts and rails 6061-T6 on posts and rails -STRENGTHS over 350 lbs. over 350 lbs. over 1,100 lbs. • E r- N * �r , h ACCESSORIES # ' " _" ,' +"a" 4 ll B '� m ' } RESIDENTIAL '" AERO COMMERCIAL ' PICKET Royal Triad Royal Triad Royal Triad ll k Finial Finial Finial Finial Finial Finial Ball Ball Bat! POST standard Standard Standard Cap Cap Cap Cap Cap Cap pal SCROLLS C% sutterfly Estate CUQC' eutterfly estate Oeutterfly estate Scroll Scroll Scroll Scroll O Circle Scroll Scroll Circle (Installed) (Installed) 0 All specifications are subject to change without notice IX DELL RD® ' PREMIER ALUMINUM FENCING 860C River Road, Delair, New Jersey 08110 IOAFA American Phone: 1-800-235-0185 •Fax: 856-663-1297 F'ance www.delgard.com tee/ Association-60 r of 41. ('-�}�.�''�' f 1t? �t�c�.--- ,..__�\ __....u.,�l.()•()II:. ..������� •t)�t.!�l.tti� �,����f ��•+,.•4 f 1;�1 �j�;�A;ry1 �' i,� `I I ' bZ T C re �{ Cj \\.\ \\ .\\.I 1` h to _.Cl _ ul, : 11yjJ1 r. 1� ,_. VI t,,r I•,\ h IU \ -mil y U, r.. (�/-I /, 1 - J�•"_�,�`Q" Yf_ JJ (.,il'I �`• ~'(ny ����, ,Ut �( "nnj,(ry'i�r 11 _,i , 1.� .. : _ ,(". _. /'%'^\ , '`.., ( � _ _ l,�1 :J .+i,,.77r"�e i 1 ,.I�c� 1d)'rjyk'If�, ��'�U �1\\��I'�-5`� C71 If m� l.i•1:_�} r �, _,('�•) ILD � r�, CI ,f } / ��7- rY, _�>r 1 l� �. r, ,.Silo {� ,.w`I'+' ,{T. � lrl —' •� U) r r �'�: O Z '� .._ __. 11 .,.�'\ - � ('1.,�,.c, /I � � ti i'• .••!. '\''•' C11` �!Q'r. r^, (71'— �I ,y: - - 'l �� Q .:;c r ' 4 �. S' �} �'. C7 �!`i.��S:C!:rtrt !:.i:E 1_!{��c,u.,,,�,ls{I�f•. \ -•+• \,...�_. ,�1 (b } �. � � }, 1, `, r ` ( T � ° \ ,, :i ..�:•.:•!i, r ' ,�}E SG�I;FI\ _ -��* //' I III i kI i1}C \ \ / '_' (I, (�•1 3,-S 'TI [n GI 1p�� C (,t 't'- !! /J �� � -' ....__^uac lii-•�: ,(,, li-I�}A, r+I(,\ � ;�,, �) _ � r.� i S C] a• ����' Q•] �, (�/ ;, ,U?< :,1 _,�...._ IIPi.Z7 ;2?i f�(nl Y,SIi.`S is\ U :� `• G ,. G w'� ' I X l ` QJ� ';t�� 'i :^ !-i�,'•``• ' _. n•I CD - �\ _ f.It Ch �rJ ��oo'L' 2 CO f c� �" - ,'�' .l.:, f, _ -l{ � III r , SI r 1� •, VD3 J`d 3AJ3S3J �I1 :=rJ;(I '�,,oEl\\ n gardr-,n iv •ar' " .! •" L �J> 'lrc�R� V' �x .... _. mod' �� `? tQ / _ _ cy, , z , _ L4 Li` 01 Q rn zd i 5CI:UUr cri 2 "I, ���I' � '1.1,•j���•iar•<-:,-_—�,-n:._.,<._...�.__.._.v..-.,..,v_...._.�.-.,..<.Sr.-3..,.....-r ,.,.....r..,,_a•w�...r...,__.._r��>—_. _ _..,:,,.�c...�_t,,a r_a.,.....s:-R�•s .. w"�j..a. ,_ �tIL�•..'�..--------�1 0 ' _.. ` V �L%I.. J0238r A .� _ SJ C%I �i' yr .. •L 17:1 11.3 ���� TOWN �r,1'rJl_1r 410' \,II1�F= r,nvhrAC,NT Wl1;IT1-I • I .., .:w. �'"'fin �„U ✓�i� ��.immu�ea r o a�raclwaelta $ 071 �wvuuea o�./�aaaa�uae Board of Building Regulations.and Standards BOARD OF BUILDING REGULATIONS i License: CONSTRUCTION SUPERVISOR HOME IMPROVEMENT CTQR i ,= Number CS - 077899 Registration: 32476. - Birtl�laie 08728/1969 Expirat� 2/1312007 Expires:08/28f2U08 Tr.no: 1485.0 Typ . ual Resfncted :00 TIMOTHY RICE TIMOTHY P RIC€ TIMOTHY RICE 19 DANIELE ST C 138 Lumbert Mill Rd: ;gyre COTUIT, MA 02635 Commissioner Centarvil►e,MA 02632 Administ%- ' J _ cb f\JUr W .'�` t�' rxr..m•sz-nrem.•wa r.w�•smrnur ..... a,av:ya.•:--enttu�a: m:m.'s+.•uroaa+isuaaxvx:rafam.-aa,u••.... ¢- wl....r_. •— .r..u.•v>. - ..... -U•�:_. :q.�rvr.:Y4t.er. n.q... .-yp- Y.'", ��,.N rs>'s � .I. a II,Q•!-lfl' -C�r ) c , � � ,. i� �'.`tt..;,�� .� I�r-.G c,, cr, ` ! now, VIM . . (t� � �:� Cif•�` cn ...:I � r S � r r 1 1/ `� � l:, FYI •. � � t . Sl � � 4^ } , .�"�-'/ Q a.•t ��,vq�,f I? .•. � (/) ,�}r.ti -'1 '1 Ty icy )V r, "PJ '(' 1 t,SJt��I t'ttnll N{'}�lf����� !� \ 1 ��'.�I , K °t-rin Sd ) •f1 K ) ,.., (.r � _. `y � .nl�Ln;� I�I. ^,'.��S.�IjFj,j\�•1� /'�'ti �,y1.. .�') -J. � `• --�I�1� PL� ,+"I 1 i — } 3)Ny:I , t:p �l i SIr E�15�t1��.�4ryfk ' ('./) � r� f. '�. .. �T.p } t L. o , � � x I:!n S'u+'g t t''I.1}�>�G�l�}It5'tt�t\ f f 1 I '� l i Qi 3 '�•' ,y-� x � �—' LK � 1.•y � 1 �' U) � - '!'Ji'���yyt,I�e�l'h! I r' i G' '.•\.\ . ...,I � (fl ° � r- tl•p I. TS (17 ( _ r IIII'O ji�rS�' ISs d��3s it llt. 00 ` Pt, � ^\ -- I - j:• C �/, •f'' ��' CIS)C _ l ��fi� Ir•�•3lII o•'.f I e 4 r�!�' �"' \��„_ _ �`C.1 y I..• `'• ,f - �. L _ �. � 1�''SS'i:if��w7��t'.na?lrn. \ � �•.+'y...�.�'ti. :� ,) J i%�`�' -�.. r`I �� x _-ay l9 X -.. I IIJII t!I(I it �I'!!��'�P!:�y! 1y.11 ISt);jta.'t!:\ .Q •.^�.�••,. � � � � v. G -- n� fill�'>Fi •`' '_" , �� (1t U)' .P 0 p]C7 �l { i 1 AI ]' �{1 f 3 faC 6 _ OWN �! <'', a V.7�V 3A0JjS.7 J' ffi:?(I,r4'If.l'lill,•`I�.Y'O1 Co ' Ix n a'n '• %. n C7arde11 J, tV 1aC''/�!•' �I ` * �'�J/1v �� P1/y/',� US �w..S�i1.9G '{M_=ii�"�ivl^>r'a,i�. 'w'�•�.:... L�/ Il • •� •.•+ r 4 _ y t � .0 v>_>s��•�,r:,..,.�K:�1.•x Pry»,.,�-,.�"--a=x,.::,-..•.,�:�:._ro`:,;r,-�•,-�.1�,>,�:r--,.,:».�,xx�,.w-�e.;�+�..n-�.a<:�x<..,+>��..zre»+4v�.,,,,.. _,�,_ � Cb 1' t�.l G G'r 4 r I Cm J ps I J _ rx g� u' v 7 `/Jn r (/nJ,/ av-c:J rai.•aYt.c .wwvll! • #� y tQ�t3 TOWN LAYOUT �Jr)' whir PAVEMENT WIDTH Jr CT-26-2007 09:25 From:MARK SYLUTA INS 5084209227 To:15087906230 P.1/1 ACORD,M CERTIFICATE OF LIABILITY INSURANCE °1orz®007' ROwcER' Seriel# 101584 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE' 771 MAIN STREET HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAG AFFORDED BY THE POLICIES BELOW. OSTERVILL.E,MA 02866 INSURERS AFFORDING COVERAGE NAIL# INSURED INSURER A FARM-FAMILY CASUALTY INSURANCE YARDSCAPE LANDSCAPE&IRRIGATION INC, INSURER 8: 266 QUEEN ANNE RD INJUR R 0; HARWICH, MA 02845.2403 INSURER D: INSURER C} COVERAGES THE POLICIES OF INSURANCE USTI:D BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BC ISSUED OR MAY PERTAIN,THC INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGAT12 LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPI1 OF INSURANCO POLICY NUM612R s1flam P N LIM" GfiNCRAL LIABILITY EACH OCCURRENCE 1,000,000 A X COMMERCIAL GENERAL LIABILITY 2001 XO094 03/18/2007 03/18/2008 RAM IRO, D $ 50,000 CLAIMS MADL° IZI OCGUR M-D M. P(Any ane roan $ 5,000 X CONTRACTORS PFRSONALaAOVINJURY $' 1,000,000 ADYANTAGE SPECIAL GENfiRAL AGGREGATE $ 2 000 000 GCN`L AOGREOATE LIMIT APPLIES P6R PRODUCTS-COMPIOP AGO 6 2,000,000 X. POLICY M P - LOC AUTOMOBILE LIABILITY COMDINRD SINOLL'LIMIT $ ANY AUTO (f+a eooidont) ALL OWNED AUTOS ROMLY INJURY BCHCDULED ALTOS (Par parson) HIRED AUTOS DODILY INJURY NON-OWNED AUTOS (Per accident) 6 I RPROPCRaY fJAMAGH IPer aoal JOY aagAGE LIABILITY AUTO ONLY•MA ACCIDENT 6 ANY AUTO GA ACC $ OTHILR THAN AUTO ONLY AGG y HXCIS881UMBRELLA LIABILITY EACH OCCURRENCE 6 OCCUR CLAIMS MADE AGORFOATF. $ 6 DEDUCTIBLE S RETENTION $ $ WORKER-5 COMPENSATION AND 2001 W6089 08/07/2007 O8/07/2008 X Irr A EMPLOYERS'LIABIUTY ANY PROPRIL-rOR/PARTNER/EXI:CUTIVIi- rL 13ACH ACCIP17NT $ 600,000 OFFICENIMEMBER O(CLUDGD7 PI,DISFASP-EIA EMPLOY 41 500 000 It yyea IAL PROcribe under RL DISRABS-POLICY LIMIT s 500 000 spE�IAL PROVISIONS below OTHER DRSCRIPTION OP OPURATIONWLOCATIONAIVISHICLBGIMXCLUBIONa ADDED BY BNDORegMgNTIaPBCIAL PROVISIONS LANDSCAPE GARDENING, PLUMBING,STREET CLEANING,POOL INSTALLATION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ADOVE DESCRIBED POLICIES DE CANCELLED DEFORE THU EXPIRATION TOWN OF 6ARNSTAf3LE DATE THCREOP,THE ISCUING INGURM WILL CNDCAVOR TO MAIL. 30 DAYS WRITTEN NOTICO TO THE CERTinCATE+MOLDER NAMED TO THE LEFT,BUT PAILURE TO DO BO SMALL BUILDING INSPECTION DEPARTMENT I ATTN:SALLY SHEA IMPOSE NO OBLIGATION OR LIABILITY Y KIND N NBURI - AGENTS OR REPREWNTATTVIES 1 , FAX 508-790-8230 NAB AUTMORIZCD RFPReeeNTATIV13 ACORD 2612001/081 A RD ORPQRATION 1088 • I �l2� TDdII?/I9247ZLI{P.�C�L 0�✓/�LCLdQlLCf7ll0EGld ._ � Board of Building Regulations and Standards ; License or registration valid for individul use only i HOME IMPROVEMENT CONTRACTOR I before the expiration date. If found return to: Board of Building Regulations and Standards Registration `:132476 I One Ashburton Place Rm 1301 Expiration 2/13/2009 Tr# 127032 i Boston Ma.02108 Individual TIMOTHY RICE TIMOTHY RICE r;r 19 DANIELE STREET' COTUIT,MA 02635 Administrator Not va'd ithuut psignature JUN-11-2007 13:57 From:MRRK SYLVIA INS S084209227 To:15083942562 P.1/1 ��,y CERTIFICATE OF LIABILITY INSURANCE D oeEW`�rzoo' Sadel$ 1011$4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 771 MAIN STREET HOLDER THIS CERTIFICATE DOES. NOT AMEND; EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIC ES BELOW. OSTERVILLE,MA 02066 INSURERS AFFORDING COVERAGE NAIC0 I IN9URCD INSURER A FARM FAMILY CASUALTY INSURANCE YARDSCAPE LANDSCAPE AND IRRIGATION,INC_ INSURER e 266 QUEEN ANNE ROAD iNSURFA C. II HARMCH,MA 02845-2403 INSURER a ' msum E COVERAGES THE POLICIES OF INSURANCE LIBT'ED SOWW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITMSTANOING ANY REQUIREMENT,TERM OR CONDITION OFANY CONTRACT OR OTHER. DOCUMENT wrrm RESPECT TO WMICH TMI9 CQRTIPIpA7E MAY:.BE 16BUEO OR � MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICCB DESCRIBED NERMN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY MAVE BEEN REOUCED BY PAID CLAIMS I TYPE OF INSURANOR POL&NUMBER !MIM LU1YT0 aeNORAL UABILrrr EACH OCCURRENCE i 10 1-2 0O OOO A COMMsROIAL WNERAL uABILmr 2001 X0004 03/182067 03/1812008 L T E s 50,000 CLAIMS MADE ,�..OCCUR MED UP mo en S 5,000 .' X' CONTRACTORS PER80NALaApVINJU s 1,000,000 ' ADVANTAGE SZF-Ql&_ GENERAL Aoowom 6; 2,000,00D '. OEmL AGonabaC LIMIT APPLIES PER PRODUCTF-CONIP/OP A06, 00 :6 21000,000 X1 POLICY M-2& Loa AUTOMOBILE LIABILITY 200IC330SAA 04/000O07 04/082008 COMONBD SINGLE LWIT S A AWY AUTO ps do0msnq i ALL 01NNQO AUTO$ BODILY INJURY 6 100,000 X SCHEDULED AUTO$ (Pat pomw "Am AUT06 130DILY INJURY 6 300.000 NON-OWNED AVTO.I• TPP�edldenq PROP VDAMAcE s 100,000 GARAOR LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHFM THAN CA ACC S AUTOONLY AGO' S. FJLCOSORIMBRBLLA LIABILITY CA04 0CCURRENCE S OCCUR CLAIMS MADE AOORROATC S S DEDUCTIBLE 6- RETENTION S 6. : A WORM ReCOMPPBNvri ON AND 2001 W5068 06M712007 06/07R008 �" X wwwww.w, AA PROPNIfiTORIPARTNERIEX-CLMVII M EACH ACCIDENT i 500,000 OPFIt6Rm16M84a ExGWOm7 AP W-IZA r;MPLOYRE s 500 000 nE!dpedEe under* CIALPaovlslaLseelew EL a4rA ,-poLICrUMiT s: 500000 Ds6CRIPTION OF OPBRATION6I49OA1I0NBNGMC4l BIEILCWBIONB ADDED BY IMMOaSEMENTtSPECIAL PROVISIONS L.ANDSCAPE GARDENING,PLUMBING,STREET CLEANING CERTIFICATE MOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCGUE-D BEFORE THU EXPIRATION ' NAME.YARDSCAPE LANDSCAPE AND IRRIGATION, DATE THEREOF:THE ISSUING INSURER WILL ENDI AVOR TO MAIL 30 TT EN DAYS WRI INC NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEP BUT FAILURE TO DO 6,0 SHALL 289 QUEEN ANNE'ROAD IMPOB6:NO OBLIGATION OR LIABILITY OFA U R.ITS AGOMOR HARWICH,MA 02848.2403 RCP 3RMOA PRB ... I FAX 508 384.2582 LMH AUTNOaIiCD REPRLSILINTATIVE I w ACORD 25(2.0911M) ' (p ACORR.CORPOFWION 1011 Sep 24 07 10:07a p.1 Yard s ea a (5061 a22 Fax (5081334-Z562 LANDSCAPING & JRt�lGATf01`' INC email: yardscapfg:s.nal 266 Queen Anne Road HarWch, MA Q2o45 wwr,,>>ardscapebe�la.com September 24, 2007 Mr. & Mrs. Faulconer 189 Sixth Ave. Hyannisport, Ma. 02647 Mr. & Mrs. Faulconer, Per our conversation in regards to your permit for your in-ground pool. The town of Barnstable has requested that you sign a letter stating that you are aware that Yardscape Inc. & Bella Pools are owned by Jeff Fanara and that Tim Rice our construction supervisor will be overseeing the pool project at your home. in Hyannisport. if you could please sign below to verify that you are aware of our companies and of Tim Rice that would help the process in obtaining your permit Sincerely, Jeff Fanara OwnerlPresident - x Mr. & Mrs. FaulconerJ a ara Tim Rice a�� pcx-.an in h7 deG t=3'--t S/8' 6' RADIUS } ]BENCH BILL D MATERIALS P=8' L��—s• QTY DESCRIPTION Rom' L 9 3r9- RAD=B' 4 L-6' RAIY--@' L=41-7 1/4' REV R=&` X, 1 L=6' 1 i,--l�'-9 1/4` RAD=B► f 8' RADIUS L=4'-7 1/4' REV RAD=6' REV R--B REV R�8' STEP 1 L=2'-Bv REV RAD=S' 1 Lam' REV RAOW _ N L=6' - cn W R-8' ?� , 1 8' RA1lIUS STEEL. STEP (INSTALLER TO a o X L=6' [.=6 -- t14 VERIFY STEP RISER HEIQHTS WITH LINER w � m t4ANUFACTURER) a - G V O + ! 6' RADIUS STEEL EENCH (REF-ER T G uji a w o o U 5 Z - _ U L= Z Qp fUo�1—1 f B► - - - y W Q W a w o v m W ' 7 ~ W W W wm ma=W uq m U a NN LL U I.L M ii N y / co F W Q a W =a z 00 STEEL STEPS LINED 0 Z - a�: r � � Z SIDE .VIEW PROFILE O w J u> J c Q/ N N LL W RADIUS STEP CD �-� Fw rvAta DOS CD - INTER POEIL CDSi - 1G' X 32' SPEC IAA DATE; 08/15/03 EALEo NONI APAWN DYl, T.F. ACADREF+SBF R61 R6' z o - SEMON A,4 a o ° 8 -91� N 1A , J 0 V c m w — g RSr• A- pK 1 ►IL D£CX SUD'PD.4T Df 7A(L u a o t9 -q ' l j a z + F o. �L) � C.-flDi; W a a 2 o w R9' rr.� � w w �W�� =�WW a =LL ><� Y t JAh LLj ^-.y .a u 8 e � ~> y d ~ w 1-� naOa3 �� gitL J Z N o�E�.cZZ - 114 _ R1 ' f V, a lQ aao D oN� =EZLQi U = ? o MANDATORY ROPE AND �w,wy rr,� D o w � ... Y���l3a O,.L N Q N FLOAT 12 iNCNES FP,iTM VAR = N� � � w � SLOPE CHANGE D u m 7 N O " �_ LL N n 0 F- - _ > 0 m SECTION R-s NOTu S. ,WSHED FINISHED 1> THIS t►rS A TYPE -TO, pGOL. DIVING LQUIf�MENT ZS � P7H 6• w DEPTH 3 3._6. PAN TF�.r S POl .._ HEIGHT 2) EACH -BRACE_ wn.0 EE WOUNDED WITH I FOOT OF . CIINCP.E.TE. A t�IlJ1�tU�f (IF �) rNQ Dlvin`G' LAW'Ls MUSS' 13E t1��STatrLED AROUND a� s• Ddtq: Tf� L[K-R MANUFACTURER D THE;g t u POOL IN Or-(CJ INS i s RUCTr[IN S S. 2 INCHES SAND UR VERMICULIrk: YARNING! S:I:MMIlI<; p S ARLr DI�Nf-.RDt1S ti.rNfN USED 7TIHT CONS�T )'UUR DEALER F['R SAEET'r INFGRMATIFJN OTNITERP011L. rAl S.AF� USE of S4rit,t�INc; F'6oLS. IT sS rthE E2F_ _ AI� Bi."ILDERS AWD HOMEOWNF-RS TO FOLt_DbJ ALL SAFE{ RECOMMENDATIONS OF �'l,S.P.I, r ORDIN�iNCES AND '-DUIP��1Ef+tr �AlVl1�"►1 -S- ,L, ALL inCAL /15/Q3 st ALA: dt�E 8 ' RADIUS ( S" TOP RISER ) TOP STEP Rar. RADIUS PANEL - f i MIDDLE STEP L./H R/H S - AID LE STEP RADIUS PANES -TOP St Up TOP STEP IV-4�- RADIUS PANE + L/H MIDDLE R/H MIDDLE 13'-3g- WrTON STEP STEP STEP BUT TO" RADIUS PANEL L/!l BOT'TUM STEP 4/H 3UTTUM sIU RAMOSco . W _j z o -- W O o i -o W U o STEEL STEPS `� a o STEP SUPPORT �;o � LLJ SIDE VIEW PROFILE 5 :z � �o � ca � ,LLI W Q•' a wa � �¢=� w Llj ;M cLLa�~� H BILL DF MA a. a w o E o c 4 4 S• STY DESCRIPTION a _ m=z L1H TSTEPH z �' 0 0 UZ t R/H TOP STEP M o Lu ILLH MID&E STEP ir W 1 R/H MIDME, 7 cnD f L./H 'ROT I'QM STEP o o Z 1Q t R/N BEITTOM S P o 0 j STEP SUPPORT z 3,-46 DEPTHFINISHED . PANEL ? TOP STEP RADIUS PANELS 4� DEPTH 3 6 !4 HEIGHT MIDDLE STE DEESS PANELS �_ 2 BpTTG?t SIDIUS PANEL INTERPE] EIL" A. la--I/� F,IfYTaHED DEP7-H i 8` RADIUS STLIP SYS k DATES OL/b9/Q9 SCALE N[)NE DRAWN BY: T.F. ACaDREF: 9RsI Rb' l'-!1• BENCH RADIUS BENCH RADIUS E' PANEL rT - , pANEL. SIGHT Ler-:9+12� N-i zwO J o 'o w a w mN cn Q a a — FINISNED PANEL ^N moo ; Uo DEPTH ' � W�IGNT: w a � xw � =gym~ LVH (�F �} a: a Wa 'o ?aim _ BENCH _ W U LL a U I]EIYIr Ml Y J Z 'o y E� �Z z Q cl) R� Aao (n t ao�� �z UHZ uz p w "' BENCH SUPPORT cn N Ira O z BILL OF MATERIALS o LL I > o [STY DESCRIPTION Z � acr�cM 7 1 RfH r� q �N N k I BE NCH RADIUS PANEL LEFTR P j 1 BENCH RADIUS PANEL RIGHT k_ S r INTERPO�li a 6` RADI�1 ���1( DATL.Ol�P6/199 cALE,havE ,, N%r'tAa laa 11 V.Yr- Aa�4ni-,rr ! WALL PANEL AND BRACE CALCULATIONS FOR 5 WIDE FLANGE, 42" HIGH STEEL WALL PANEL (Pages 1-13) Prepared for: INTERNATIONAL SWIMMING POOLS, INC. 14C VANDYKE AVENUE NEW BRUNSWICK, NJ 08901 Prepared By SCHAFER ENGINEERING ASSOCIATES 1885 State Street = Schenectady, New York 12304 i Phone: (518) 393-4767 Fax: (518) 393-3510 Vdttl Iwitho t signature,rai ¢ olor watermark. / Not for lle in Master Pe d A plicat o �"`Issue W.27-5644 Ex iration Date:06/30/08 Onl For Installation�Address: Mr.and Mrs. Faulconer, 189 Sixth Avenue,Hyannisport MA 02647 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 4 foot panel is sandwiched between two 8 foot panels.' b.) The concrete pour at the base of the wall (i.e., bond beam) provides 6 inches of vertical support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil material) Wd (unit weight of dry soil) 105 Ib/ft3 W. (unit weight of saturated soil) 135 Ib/ft3 (D (soils interior angle of friction) 30 degrees Ka (lateral active soil coefficient) = tan (45-0/2) 0.333 yd (equivalent active unit weight of dry soil) = Ka Wd 35 Ib/ft3 ys (equivalent active unit weight of saturated soil) = KaWW 45 Ib/ft3 yW (unit weight of water) 62.4 Ib/ft3 µ (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels, E (modulus of elasticity) 29,000 k/in2 Fy (minimum yield stress of cold-formed steel) 40,000 Ib/in2 Fb (allowable bending stress of cold-formed steel) 23,952 lb/in k Fb,plate (allowable bending stressof cold-formed plate steel) 30,000 Ib/in2 Ft (allowable tensile stress of cold-formed steel) 23,952 Ib/in2 tp (thickness of panel, stiffener, and channel steel) 0.0750 in h (height of panel) 3.5 ft K., (depth of water) 3.0 ft heff (effective height of panel) 3.0 ft b4 (maximum unstiffened 4 foot panel width)' 4.0 ft bs (maximum unstiffened 8 foot panel width) 4.0 ft R (maximum radius of panel) 30 ft Ls. (effective height/length of stiffener = heff) 3.0 ft d (nominal depth of stiffener) 5.0 in L. (maximum brace spacing) 10.0 ft Se,s (section modulus of stiffener) 0.6128 in3 b5 (maximum:tunsupported length between stiffeners) 12.0 ft � - S, (section 17 6dul "`of chann 0.6817 in3 If F o �1 r)l m r•t` �" I Schafer Engineering Associates Void v✓ithout signature_ra, e can ICY ate ark N� I I�ill(�. t,for use In Master Pe Ica.I ns. Issue No.2 �644 1of 13 Expiration Date:06/30%08 O y For Installation Address:Mr.and Mrs:Faulconer,-189 Sixth Avenue,Hyannisport MA 02647 INTERNATIONAL SWIMMING POOLS INC. 5" Wide-Flange, 42" High Steel Wall Panel A307 Steel Bolts Ft (tensile stress of the bolt) 20,000 Ib/in2 F,, (shear stress of the bolt) 10,000 Ib/in2 s (bolt spacing) 6 in db (bolt diameter) 0.3750 in Concrete Bond Beam F'. (compressive strength of concrete) 2,500 Ib/in2 t. (thickness of base pour) 6 in wc (width of base pour) 2.5 ft Y. (unit weight of concrete) 145 Ib/ft3 am (moment arm) See Calculations Angled Braces/Rods Fy (minimum yield stress of steel) 36,000 Ib/in2 Fa (allowable axial stress) 9th Ed. ASD pp. 3-16 ra (radius of gyration of angle) From Spreadsheet A. (area of angle) From Spreadsheet La (maximum length of angle) 44 in Lr (maximum length of rod) 18 in dr (rod diameter) 0.500. in rr (radius of gyration of rod) 0.125 in k (effective length factor) 1.0 Analyses: 1. General Panel Configuration ---- - - ------ 4'-0" PANEL -O' PANEL " Eo. EO. _ Eo. 1 90'-0-"ePANEL _ 5'-0" PANEL4 - 6''-O" PANEL 7 -0" PANEL �IL�LILIdd(11i-i 8' O" PANEL 14 WALL PANEL - a ac", I Adt.ifthobt Schafer Engineering Associates s gnatw i8e ni s and` for Ovate ark. 2 of 13 ! ItyNot f�ose in IGlaste a Ap I cations. Issue N .27-5644 Expiration Date:06/ 0/0,•-Only For Installation Address:Mr.and Mrs. Faulconer, 189 Sixth Avenue,Hyannisport MA 02647 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel f 2. Loading Conditions: (Calculated per unit foot of wall.) A. Dry Backfill, Pool Full _ Pd P, 3: 2 . yd x h2 35 x 3.5 Total lateral d soil load Pd _ = 214.38 ib/ft dry [ ] 2 . 2 2 2 Total lateral water load PW = YW x hw = 62.4 x 3.0 2 Total lateral load per unit length [P] = Pw - Pd = 280.80 214.38 = 66.43 Ib/ft p 66.43 Approximate distributed panel load[Pnet] = h = -_ 18.98 Ib/ft2 3.5 B. Saturated Backfill, Pool Full PS P W 2 2 Total lateral saturated soil load Ps = YS x h _ 45 x 3.5 2 Total lateral load per unit length [P] = Pw - Ps 280.80 — 275.6 = 5.18 Ib/ft p 5.18 Approximate distributed panel load [Pnet] _ _ .1.48 Ib/ft2 `i���uut�tt£tt {4 -h 3.5 x �jvoWd%ithout signature,.r i g e f ri o or� ter rk: Schafer Engineering Associates Not foi us'i MbsteP �` t tions.'Issue No 27-5644 3 of 13 Expiration Date:06/3 8 nly.F Hnstallation Address:Mr.and Mrs. Faulconer, 189 Sixth Avenue, Hyannisport MA 02647 I ' INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel C. Dry Backfill, Pool Empty (See Material/Installation Assumptions) Pd Total lateral dry soil load [Pd] = 214.38 lb/ft r Approximate distributed panel load [Pnet] = Pd 214.38 = = 61.25 Ib/ft2 h 3.5 3. Flat Plate Analysis: (4'-0" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 3.0 ft x 4.0 ft Modify lateral soil load to determine actual load acting on panel parts by taking concrete bond beam into account. (Load Condition 2c governs and assumes overturning/sliding analysis requirements ar'e met.) pd x heff2 35 x 3.6 2 P - 2 = = 157.50 lb/ft 2 157.50 Approximate distributed panel load [P'netJ = P 3.0 = 52.50 lb/ft heff M z P'netheffb42 �' �52.50 x 3.0 x 4.0 Actual bending stress [fb] - 2 2 2 2tP (hell +b4 ) 2 x 0.0750 x ( 3.0 + 4.0 ) [fb] = 26,880.00 Ib/in2 30,000 F.O.S. f b = = 1.12 > 1.0 OK 26,880.00 Schafer Engineering Associates NVOI itf1out-signature t if and color waterm rk. 4 of 13 k 111 MY Not for use in Master Fie it Applications. Issue No.27-5644 a Expiration.Date:06/30/08' my For Installation Address:Mr.and Mrs.Faulconer, 1,89 Sixth Avenue,Hyannisport MA 02647 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 4. Radial Panel Analysis: (Tensile hoop stress. Load Condition 2c governs and modified lateral distributed panel load [P'net] from Section 3 applies.) P net R Actual Tensile Stress [ft] = tP POOL SIDE FILL SIDE 52.50 x 30 x (1/12) ft = 0.0750 = 1,750.00 Ib/in2 P 23,952.10 � R F.O.S. f= t = 13.69 > 1.0 OK 1,750.00 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) 8' WIDE PANEL 8'-0" FLANGE L — tp=0.075"` 4'-0Y;I— 4'-0" a VERTICLE 'Z' WEB ORIENTATION FLANGE=1" 8,-0„ Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.) r Maximum bending moment [Ms] = 9P� ( 25 + 2 ) 2 x 157.50 x 3.0 12.0 4.0 Ms = � ( 2 + _ 2 ) = 484.97 ft-lb 9 Actual bending stress [fb] = Ms 484.97 x 12 = = 9,496.88 lb/in2 Se,s 0.6128 23,952 F.O.S. = Fb = 2.52 > 1.0 OK fb .,. 9,4964ue 88 i`' Schafer Engineering Associates Vortl wi"thou}t-out r , MS',d ''al h crk. ; 5 of 13 1 1Not for�yse in Mas P F hcations27-5644 �LEyiration.Date:06/30 g8 On:I'pFor Installation Address:Mr.and Mrs.Faulconer,189 Sixth Avenue,Hyannisport MA 02647 INTERNATIONAL SWIMMING POOLS INC; 5" Wide Flange,42" High Steel Wall Panel , 6. Bending in the Top Channel: (10'-0"panel length governs as maximum spacing-,- between braces occurs with this panel.) ,' PtoP w d 5,, r. FLANGE FLANGE 1'.25" r� Ln WEB 0 Pbot o - CHANNEL , X—SECTION p V BRACE 1 , „ BRACE 0 t. POINT O POINT' a PLAN m Modified lateral soil (P') from Section 3 applies: (Load Condition 2c governs.):" - � , 157.50 - - Load along the channel [Pt.p] =- P = = 52.50 . Ib/ft2 °- 3 3 Maximum bending moment [M�] = Pt°8Le 10.0= 52.50 x 656.25 ft-lb 8 Mc 656.25 x 12 fb = = 11,552.00. Ib/in2 k Se,c 0.682 x r 3,952 F.O.S. _ 1 _ .2.07 > 1.0 OK ¢: fb.. * 1,1,55200 ._ ' x ! 4 / Schafer.EngineeringAssociates ?Void w,,gout sz u ais d scal�aIn color watermark. 6 of 13 Not ford 96 in Master Permit Applications Issue No.27-5644 Expiration-Date:06/30/08 Only 17o Installation Address:Mr.and Mrs. Faulconer, 189 Sixth Avenue,Hyannisport MA 02647 s "' ; F INTERNATIONAL SWIMMING POOLS-INC. 5" Wide Flange, 42" High Steel Wall Panel 7. Overturning Analysis: (Moments taken about point A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) P b s Pd N We Pc ` am, - (Wc/2)+ d f . Z Mresist = Mback + Mconc = Pb am1 + Pc am, = Wd heff we am, + yc tc we am-1 = 105 x 3.0 x ,2.5 x 1.67 + 145 x 0.5 x 2.5 x 1.67 1;614.58 ft-lb ±► 2 E MOT = Msoii = Pdam2 = yd h am2 2 35 x 3.5. 3.5 x 2 3 250.10 ft-lb II F.O.S. = E 1,614.58 Mresist - = 6.46 > 1.5 OK E MOT 250.10 ��\ i Schafer Engineering Associates 1i111l..�}_ Void withourt signatu is e s a a�fl•eolor wate ark: 7 of 13 'Not�fo�usle�n Maste e rp icabo'ns.,issue No.27-5644 ira�ion pate:06/ /0 Only or Installation Address:Mr.and Mrs. Faulconer, 189 Sixth Avenue,Hyannisporf MA 02647 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) d b Fd , T We Pe: Pb + P, u i E Presist = µ(Pb + Pc) = µ(Wdheffwc + yc tc wc) e 0.45 x ( 105 x 3.0 x ' 2,.5 ,,,+ '145 x. ,0.5 'x 2.5 ) = 435.94 yd E Psliding = Pd ^ N, G 35 x 3.5 2 4 >, . 214.38 E Resist 435.94 F.O.S. _ _ 2.03 > 1.5 OK a i Schafer Engineering Associates VP wit M 1 °t signatu ;r i e4 I and color watermark. 8 of 13 Not fo;ls'e n ma a it`' ppFications.- Issue No.27-5644 Expiration-Date:06/30A :Only for Installation Address:Mr.and Mrs. Faulconer, 189 Sixth Avenue,Hyannisport MA 02647 ° INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) P B -- e Pxco - LONG ANGLE 2" x2' x 44" 14 GA. GALVANIZED ANGLE P e B LATERAL LOAD DIAGRAM ADJUSTABLE and STATIONARY AFRAME ASSEMBLY A.) Compression Analysis: (Load Condition 2a governs.) 66.43 Max force at brace level [P,] = 3 Lc = 10,0=� 221.42 lb 3 Axial Compression Force [Pax.] = P' = P' = 221.42 • = 464.03 lb cos 6. cos ( 61.5 ) 0.4772 Paxc 464.03 Actual axial stress [fa] _ - _ = 1,578.34 Wine Aa 0.294 kLa 1.0x44 _ = 109.73 Cc = 126.1 Fa = 11.709 ra 0.401 11.709 F.O.S. = 1f a = 1.5783 = 7.42 > 1.0 OK fa - Schafer Engineering Associates Voidl wltfi0ut sign u ra' a ea� nd color w ermark. r g Not`for selin Ma r it pplications.hlssu'No.27-5644 9 of 13 Expiretipn-- te: 3 08 only For Installation Address:Mr.and Mrs.Faulconer, 189 Sixth Avenue,Hyannisport MA 02647 ROCKCLIFFE RECREATIONAL PRODUCTS, INC Millenium Wall Panel Section Properties of Angle Brace --VERTICAL LEG 9 b - d i` c b= 0.075 1 =R 0.0500 c= 1.000 A= 0:150 d = 2.000 -- HORIZONTAL LEG F—b h , c b= 1.9250 1 =. 0.0001 h = 0.0750 Stop= 0.0018 c= 1.9625 Sbot= 0.0018 A= 0.1444 -- PROPERTIES TOTAL SECTION Ctotal = 1.4721 Itotal = 0.1182 Atotal = 0.2944 r x = 0.6337 k = -0.07081 lu 0.047412, \ , ru = 0.401324 Voi vr�thout'`signature,raised seal and color wat r r Schafer Engineering Associates Not or use Im aster Permit Applications. Issu o.27-5644 ExpiratiDate:06/30/08 Only For Installation'Addr ss: Mr.and Mrs.Faulconer,189 Sixth Avenue,Hyannisport MA 02647 10 of 13 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies.) 157.50 Max force at brace [P,] = 3 Lc = 3 '10.0 = 525.00 lb • Axial Tension Force [P ,] _ _P, P, 525.00_ = 1100.26 lb cos 0 cos (61.5) 0.4772 p.t 1100.26 Actual axial stress [fa] _ _ = 3,737.31 Wine Aa 0.2944 21.600 F.O.S. = Fa = = 5.78 > 1.0 OK fa 3.7373 1 Schafer Engineering Associates Void ' ..i-sign t r se e I a d`Calotr watermark. 11 of 13 IIIIIIPy. .: - t Not fo pe in M t P pplications. Issue No.27-5644 Expiration Date: / /08 Only For Installation Address:Mr.and Mrs.Faulconer, 189 Sixth Avenue, Hyannisport MA 02647 ' 4 INTERNATIONAL SWIMMING POOLS INC. 5" Wide Flange, 42" High Steel Wall Panel 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 10'-0" panel length for maximum brace spacing.) A.) Compression Analysis: (Load Condition 2a governs.) Paxc 464.03 Actual axial stress [fa] = _ = 2,363.29 Wine TURNBUCKLE Ar 0.1963 1/2"m — 18" A307 1 x 1 8 THREADED ROD k Lr = = 144 Cc = 126.1 rr 0.125 r Fa = 7.20 7.20 TURNBUCKLE and THREADED ROD F.O.S. = f a = = 3.05 > 1.0 OK AFRAME ASSEMBLY a 2.3633 B.) Tension Analysis: (Load Condition 2c governs and modified lateral load [P'] from Section 3 applies.) Pat 1100.26 Actual axial tensile stress [ft] _ = - = 5;603.59 Wine Ar 0.1963 21.6 F.O.S: = ft = = y3.85 > 1.0 OK 5.6036 11. Steel Bolt Analysis: A.) Check Bolt Shear: (Load Condition 2c governs and modified lateral load [P] from Section 3 applies. Refer to section 9b of brace analysis.) P. 1100.26 Actual bolt shear stress [fv] = = = 9,961.94 lb/in2 i Ab 0.1104 F.O.S. = F,, _ 10,000 = 1.00 • > 1.0 OK fv 9,961.94 B.) Check Bolt Tension Stress: (Load Condition 2c governs and modified lateral distributed panel load-[P'net] from Section 3 applies. Refer to Section 4 of radial panel analysis.) Maximum tensile force [T] _ P'net R = 52.50 x 30 = 1575.00 Win of panel depth T S 1575.00 x 6 x (1/12) _Actual bolt tensile stress [ft] _ _ 7,130.14 lb Ab 0.1104 F.O.S. _ �' = 2 0 = 2.80 > 1.0 OK Schafer Engineering Associates Vold viritho signat re ised seal aritl color watermark. 12 of 13 Not fo���Isie�n Master Pe it Applications. Issue No.27-5644 iration.Date: 16/30/08 Only For Installation Address:Mr.and Mrs.Faulconer, 189 Sixth Avenue,Hyannisport MA 02647 INTERNATIONAL SWIMMING POOLS` INC.'y 5" Wide Flange,42" High Steel Wall Panel Material/Installation Assumptions 1. Wall panel, brace and panel/brace fastener sizes, thickness,dimensional characteristics, material properties and strengths used in these calculations were provided by International Swimming Pools, Inca These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is`intended to be installed only by factory trained and approved distributors/contractors. 2. Soil pressures used in these calculations constitute those soils which are in their active state"and have a maximum g. equivalent fluid pressure equal to 35 #/ft3 under non-saturated conditions and 45 #/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These calculations do not consider the existence of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional quidance.and direction prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils,F free of roots and debris, installed and 'carefully, tamped to eliminate voids, in layers not exceeding 12"thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in ,Item 2 above. Lastly; backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. Although these calculations show that backfill material can be placed behind the pool panels when the pool is empty,,these pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or'ttie lateral soil forces (from behind the pool panels). ' 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to, drop below the pool inlet. When appreciable`drawdown is noticed or if it becomes necessary to drain the pool, ` contact International Swimming PooIs,,,Inc..or its-agent immediately for instructions_Temporary shoring ofthe pool panels is highly recommended 5. These structural calculations shall be considered void if not complete (pages 1 7=13) and do`riot contain a raised P.E. review seal, signature; and color watermark on.each page: 6. Pool system is not designed for earthquake or surcharge;loading (I e.,, neighboring structures, vehicles, 'trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed,in'accordance with the pool,manufacturer's guidelines.and be sloped away from the pool copings at a rate'of not less than 1/4" per foot. 8. Concrete bond beam dimensions shall,be 6"x 2'-6"minimum. y 9. These calculations are in compliance with.the' following state and national"codes: 1. 2000 Nationally.accepted International Building Code(IBC) 2. 1999 Building Officials&Code Administrators`(BOCA) T 11999 Standard Building COde'(SBCCI) e s 4. 1997 Uniform Building Code(UBC) ; 10. Refer to the 'Pool iManufa ure's I all i n Manual for additional restrictions, requirements, guidelines,` and recommendations. V 7d Wdho Ysig natu. ,er s se color watermark.,, Schafer Engineering Associates ;Not,#orusein Master Pe it: p licat pns. Issue No..27-5644 _ ` • 1x irat ion_Date:06/30/0 0 Iy.For Installation Address:Mr.and Mrs. Faulconer, 189 Sixth Avenue 13 of 13 ,Hya6nisport MA 02647 ' TYPICAL INSTALLATION DETAIL ANGLE BRACKET ALL VERTICAL DIMENSIONS 3' ARE TO FINISH GRADE AND THREADED 2' OVERDIG TAKEN FROM LINER BEAD TRACK ROD (2) 5/6• NUTS 4' THK. CONCRETE DECK, SLOPE 1/4' PER REVERSE ANGLE FT. AWAY FROM POOL MINIMUM SLOPE 1/2' PER FOOT AWAY'FROM.POOL FOR 10' VIEW Tuop�nF11 ROD DETAIL •A -" SHORT.DECK BRACE ANGLE as (OPTIONAL) 14 GA. GALVANIZED ' STEEL WALL PANEL LONG DECK BRACE ANGLE \� (OPTIONAL) 01F INSIDE IN ALL HOLES RO NEXT TO _ POOL) AS A MINIMUN ` 3,_4. TURNBUCKLE ANGLE �\//�\ •*$NOTE: OPTIONAL \/\\ TREADED ROD DRIVE STAKE W/HOLES UNDISTURBED EARTH 2• BOTTOM MATERIAL o / \\\% \\ \� 6' CONTINUOUS CONCRETE COLLAR '. NOTCHED SHORT ANGLE 2'x 8% 16' PATIO BLOCK AT EACH PANEL JOINT NOTE: BACKFILL TO BE SAND, GRAVEL AND CORNER FOR OR OTHER NON EXPANSIVE MATERIAL LEVELING, AT 3 CONTRACTORS OPTION s STEEL T r�T ANS{/NSFI-5 1995 STANDARD E D 1 l 1 1=V • , F KBOCA CODE ,1999 Table 421 .1 T(2) THIS BROCHURE IS FOR ILLUSTRATIVE PURPOSES ONLY The manufacturer makes only those representations which are stated in its written r warranty. Any other representations, statements, or ,contracts madesby;the dealer and/or the contractor to the customer regarding any materials produced by the manufacturer ore attributable to the dealer and/or the contractor only. The dealer a contractor who sells or installs your pool is an independent contractor and not an agent or employee of the Installations to be in accordance manufacturer. The construction methods illustrated are suggestions and apply only to normal ground conditions. There may.be additional precautions and/or methods of with Manufactures recommendations constructions. The responsibility is the contractors. - - Tf ALL ITEMS FOUND ON _THIS PAGE APPLY TO ALL POOLS CONTAINED IN THIS BOOK — ° TN _� ,,,, ., ... �„._.�..»'2T .awl.+.,,'".+... •,�,+,►• ..-a.- _ ... 77.7 r. STANDARD PANEL 'LAYOUT 9' RADIUS y - _. STEEL STEP 5• E X 3s' s. 2'-9 ,/2. F OPTION 6 Q 3'-7 ,7/8.�R5' XN p R5'��3'-7 7/8' " /xG x s' / I s s' q' X / x 5' 9a /e' x3, s; C I LINE / S 20' 1 _ W / R9' . x 1 _ ��� ^ 21'-1o'I R9' H X 1'—e { A I I R5 6, \ ROOPE STEP x<. X —y T f kc 4'• s' 6' 4j X \ x x t Lx xK 6' x . v _ ' ' 3'-4' 6' 1 s'R X 4—B s' / 2 2 /8' R9' 3'-5 1/8• — C + B 2' 2• t' USE BACKBRACE AT PANEL JOINTS m AS SHOWN'(MARKED X) 2'-7 3/4- TIP'"OF BOARD ABOVE POINT. 'A' POINT 'A"— WATERLINE ob,"IA Ili VI- `i _ h � n t Y i 1, TOWN OF BARNSTABLE-BUILDING PERMIT APPLICATION Map y,, Parcel Permit# Health Division 6 ��� ,� �✓ 7��� Date Issued . G Conservation Division y i CV �'- Fee *�P �� :3. S~d ` 6 Tax Collector I A a A� �4.. ©� ®dSEP'TIC SYSTEM MUST BE Treasurer _ K 1 [°� t INSTALLED IN COMPLIANCr Planning Dept. - WITH TITLE 5 ENVIRONMENTAL CODE Aug, Date Definitive Plan Approved by Planning Board Y`. TOWN RECULA7t0NS ' r Historic-OKH Preservation/Hyannis , Project Street Address _1 f:f"q 5 k fc, Village ►\_OLD � Owner Address S'(, 4o r , 29 A uk c 1 r), Ooo Telephone 95(1 C? C 3 9 �;0071 ~ I Permit Request CLkV AcU-_ -t cLl�r�..�o -t-7.) .Px,-J�s, 5 Square feet: st floor: existing'? proposed 2nd floor: existing o proposed L;-30 Total new L G6� Valuation Zoning District Flood Plain Groundwater Overlay Construction Type WooQ Lot Size J 5 cl d el Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family CA" Two Family O Multi-Family(#units) Age of Existing Structure 1-10 t Historic House: ❑Yes 0'No On Old King's Highway: ❑Yes Eno Basement Type: ❑Full Otrawl ❑Walkout ❑Other s►YIC� _[l S,,. 1 u4 , 1, �- Basement Finished Area(sq.ft.) U Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 9- new I Half:existing 0 new 1 Number of Bedrooms: existing new Total Room Count(not including baths): existing G new a First Floor Room Count 7 Heat Type and Fuel: �as 0 Oil ❑ Electric O Other Central Air: ❑Yes O-No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes EIrNo Detached garage:O existing ❑new size Pool:O existing ❑new size Barn:0 existing O new size Attached garage:C'existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Corr`nercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name CrI C,L Telephone Number "� 5 a 7 U Address G 0 U C t ty ✓1✓X� I"�c� License# ��6 Q 7 / Home Improvement Contractor# /Ulf 7/ w Worker's Compensation# `)3 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE //�G� FOR OFFICIAL USE ONLY IT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS f VILLAGE OWNER DATE OF 1NS ECTION `- FOUNDATION. FRAME al 2c 0 INSULATION r� FIREPLACE ELECTRICAL: ROUGH _ FINAL - PLUMBING: ROUGH'.' <''" = i FINAL GAS: ROUGH FINAL .: FINAL BUILDING L DATE CLOSED OUT, u _ ASSOCIATION PLAN NO. - _. ESTIMA TED PROJECT COSTWORKSHEET LIVING SPACE Value (high end construction) square feet X$115/sq. foot= /17 o (above average construction) square feet X$96/sq. foot (average construction) a square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X.$25/sq. foot= PORCH square feet X$20/sq. foot= DECK �Z .square feet X$15/sq. foot �..�v square feet X$??/s . foot= OTHER rc`<-�.uJ V�-� q q Total Estimated Project Value _ For Office Use Only /nclusionary Affordable Housing Fee 04�e�sidential Commercial" Property Owner's Name Project Location Project Value Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ ' .x IAHFORM 1/3/00 MM.�Scheck COMPLIANCE REPORT Permit # MKssachusetts Energy Code Scheck Software Version 2 . 0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE: 9-1-2000 DATE OF PLANS : TITLE: COMPLIANCE: PASSES Required UA = 404 Your Home = 301 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 925 38 . 0 0 . 0 28 WALLS : Wood Frame, 16" O.C. 2490 15 . 0 3 . 0 166 -GLAZING: Windows or Doors 150 0 .400 60 DOORS 10 0 . 350 3 FLOORS : Over Unconditioned Space 925 19 . 0 44 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the7 permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of—the design load as specified in sections 780CMR 1310 and J4 .4 . Builder/Designer Date p,Y� 9 1 1 } 1 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 DATE: 9-1-2000 Bldg. Dept . Use CEILINGS : [ ] 1 . R-38 Comments/Location WALLS : [ ] 1 . Wood Frame, 16" O.C. , R-15 + R-3 Comments/Location WINDOWS AND GLASS DOORS : [ ] 1*. U-value : 0 .40 For windows without labeled U-values, describe features : # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS : [ ] 1 . U-value : 0 . 35 Comments/Location FLOORS : [ ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE : [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 . 5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, wall,s, , and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. ' Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape . Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as .specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS : [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) --------'----------------- ,• - ,.w,...,._tip,.�;:�,�.�ti...:� .,�.,,..�„?__.s__a�_,_ ... ......__.._ .- . -i GTE ����� �✓L�a�% BOARD OF BUILDING REGULATIONS License:'CONSTRUCTION SUPERVISOR Numbers CS 026071 , Btrthd e:-10/0311947 ew* 10gw001 Tr.no: 6312 .' Restricted To: 00 :. _ _ FRANCIS E MOGANAl 442 BAY LN CENTERVILLE, MA 02632 Administrator Registration:" 100118 a Expiration: 06/23/2002 Type: Private Corporatio HOGRN E CO., INC. Francis Hogan, Jr. 442 Bay lane f` 14 ADMINISTRATOR HA 02632 f i f °F INE Tp,. The Town of Barnstable » sUMSrABL& • Regulatory Services ArEo �°i Thomas F. Geiler, Director Building Division Ralph Crossen, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax! 508-790-6230 f Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: &QDJXi n^- i i"(A `QU(--T bV-1-S Estimated Cost I,20-- JUu 0 Address of Work:-�2CI Owner's Name: I"�y ✓� �c.�. 1�Cyv�L ,� Date of Application: ci I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav The Commonwealth of Massachusetts { = Department of Industrial Accidents Office offosestfoo foos '�� 600 Washington Street -=-��r--:_ p% Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: _ location: 4 hone# city ❑ I am a homeowner performing all work myself: ❑ I am a sole pro rietor and have no one working in any capacity //,� I am an employer providing workers' compensation for.mp emplayees.working.on.this job. comaanv name: � � • a dress � t3�-t C d Ce City: � � � nikone#• oiicv#' ' __ insurance cn. � ti�.2� ❑ I am a sole proprietor, general contractor, or homeowner(circle one)aad Dave hued the contractors listed below who have the.following workers' compensation polices: comnanv name: addres 9:' .. ...... .... ............... ................................ ...:. .::::.�:.�.,�.vn,.:.:...... :... .'•:x.•{vtvii:::•y:{i:�.}::{.}:ti i•iti^i:j:{:;i:i;:: ..........:............. ... ... .. ....................... ................ ................. ...... .:.•. .............. ......::•.gin....:....... .... ..... ............. ..................... .........-... .. ................:•.�:::::v.�::r.;..::v:{:v::::;w::::.::h:..ii:iv:-k•:i•:i:'rii:!:vi4'ri`i��iii':i:�:�i ::�: .. - - -- ........:..,:... ... . .,... ....;.... ...:. . . . <;:.;:.>: `:`�: <:::::;::`.: t,, ...:. . .:......... . .::.::..:.. ......... .... ::.:;;:.:::::.;.::..... insornnce co. comnanv n e. address: city: fv insurance co. a o[crhttinsl penalties ofa tine up to 51,5oo.00 and/or Failure to secure coverage required under Section 25A of MGL 152 can lead to the impoutlo one yeah'imprisonment well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of theMIA for coverage verin=d0n. I do herehy certify under the pains and penalties of perjury that the information provided above is truce and correct Date 9�/1,9 U = - Signature Phone# -7 7 S 7 U y Print name rG✓«- ofticial use only do not write in this area to be completed by city or town official permit/license# []Building Department - city or town: ❑Licensing Board s ❑Selectmen's Office ❑check if immediate response is required ❑Health Department phone#: contact person: _- ❑Other .... 4 (¢vtsea r95 P1A) ` Information and Instructions o Massachusetts General Laws chapter 152 section.25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any corny 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, 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 therem, 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 c building appurtenant thereto shall not because of such employment be deemed to bean employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renef of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who h: not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any coact for the performance of public work until acceptable evidence of compliance with the ce reqaircm of this chapter have been presented to the contract authority. Applicants completely,Please fill in the workers' compensation affidavit comp y,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of.Industrial Accidents for conffimatim 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 Indastriai Accidents. Should you have any questions regarding the"law"or if yc are required to obtain a workers' compensation policy,please call the Department at the number listed below. 11110 /j. City or Towns sued legibly. The Department has provided a space at the bottom of t Please be sure that the affidavit is complete and. has to coautact you regarding the applicant. Please affidavit for you to fill out in the event the Office of . ons be sure to fill in the peimit/license number which will be used as a reference number. The affidavits may be retuied to or FAX unless other have been made. the Department by mail The Office of Investigations would IBM to thank you in advance for you.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 _- Me of Investtuatlons 600 Washington Street = Boston;Ma. 02111 far#: (617) 727-7749 phone#: (617) 7274900 ext. 406, 409 or 375 .. .. ... _ -,..._._ - -.*-6-..I 1.d-1!.'.L�7.-.I,7.�.-.�0I,-.Ww,L,:.."L I,�-..� _ _. . ... —.._ _. I1,..�..i-...f-...�....,.:..-�.—,-,..�.'d4I.,�,-1,;.I.���-.�I L�II.ftL..,.,..1-,.Z�.I,.i�**I�.�.1,.S.I,�I.;,:::-L'W.—.,,.��...�.I,..'.�....,��,�.m�.A ,:O.7i--...-.44-..'�I7L,,,:-,�7,L�'.I,w c,,�.��;;.�N-,..�,1.��.-,:,;7 I,.,,I ,,"�d.9.�. Ix1. z -, .. � - .. . : r, r. ., >:. .,, .. ..r .. I. . ... -... .. .. - .:.: .. .. .„-.., ... : A' 't. . _ ...�.... - - - .. . , .. .. - . ... I. .. J .. :: .. .. _ s r: : / - :. - S .. J' `h . " . / . . . t :.. , R �_ . 1 , . . _ . . , , . t , n,.-1.."q) -z . i B RNSTABLE BUILDING DEPT ' - o;' . It l. 1�—,.�x9i..-- T . ( y a. ) r se„azE :-.--..- n�c:rausr �} t .. .. (} Zz [t . - I - .. a '' _.-. - - . , . vid'a.. , _' C : B . . : : t'. _ _ . t .. - - - - :. . . .:+ _ ..� M,.. G ; O ' �' . .. - e ../� 3 y`. ( , ., .. - . .. ... . 4 *. . . .. . . . ' ,Io { -: . . r .. ,. R .. ., .. .. - 8 . . v, K.I .. . .3idO..W 1�el4CFiQ ,.._. ._. .:: '. _ ,.aerate.'.7 .. '.. _ '.J Y _ ,. .' ' .. ,. ,,. _ \ > i {i� .. .. .. ... . .. .. - __ - .r_......... .. _ - f •J.1i' -,, -�gr��„t, g . .BtKT67G :c.waI CE.:• .. - c $ter �b,: r'f4&'--". _ .. . . - .. ,.. - _ � 's F" < we2paYl eRSA . ::. r ,... .. ::. ;.. w ...- ... : -.. . IN`'a _. .: .. „ .. _ .. �-7� . __ _ !STJ) exl . -, { .., . �s'�`at 1 surrP�C ;,... . __-' --'- .:.,. if __ vT - s[eass .. ... ._ .. _. _..... --._. s. . . _L xr '- Ti rse i .. ..-: .... . ...,1... , ,e:. :. ., ODO < .. ._ '.�rP;:": LIf �51.'9%�te�' ly !� - _ � i , .. :. " : .� r : .:,:.... .. I .. ::: �'F - - :..- .. .. ..: \. . ..._.. _... _ _ _ - QI .I ... : .. `.. - :. ... - - - .;Sai 'M`1 K1DGE .4s Q r . :. -��` z,. .. -P VrDE!✓61Eb:5 , ...., ... ...._.__,.s, — - ..._ .. - c �:' .: : - . - ..: .. .-_ .. - . _._._ .. _ .' ... .,._...' _ _ .. .: .. - ... . .. i - � � y �a . . 4 r 1 . . . — �y VH;: � 1 is' n 7'� �. ,,. :, .. ,.:. -:. .. .M J,a JF C'j-- e -. .. ,. :-.. .� ... . ... , .. O _ .. _ 11 - .. ..- ....,. .. .. .. .. .. VS .: . .. -: .... -, ,,.... ... .. ...,.� .� r , - _., y �M?y=_ f4 =y .:._.... __ ........ .. - COl.11MIWS.G I ,, A .Teel ... .: x � ,7 :�A ,„ t. ... � ...: - :::-+'t-: :�—r'- GLU' ...:z - \ t ;I .. .. : , AZTre .n r ... . ., ... , :: y . P .. . .. :.SI. .. .., -._ ..... 'S l 4. :.'. -. --. ,_.._,-- '.:. .:- : ._ ... .,.. :..: .:. ti ' .::`",ice `'. "' '=i.;-. `Y i� .-fir:.: 's. ......-__ ,. .. .. ,. _ �cT ..., .. .. - - J' - ..>. ..- - - ::: ` , ..::..;i. :. rZi. ': xf6T11y rr E.>t ( j: .., - _ }} —- - — r ..� -_�. - . ,_ .. t- J .. , . fi rI nj . . " DF a3re�+e� . I # u y: ob __ _ . : . # J4 N ."! .: t �` a _ { u. A �. :' _ - J " --- r ,, .... �__.... J_ ...:: ,.,r -,z ___. ,. _ _ _ _. _ .._.. .;.2 _.. - ..-r .. .-.. n - .. -_..___ .r .: 1 ._ .. .t. .. .._s. ,. : - J. .,.. m t : . .o .. .. J o.. ..... : .- .... . .., .. . .. : .,_';'L ,_.4 r: .. 0 .. ...9.. .,_ N .-..' -.. .. 7 �' r /. ,... r� 04 a s a 3. . . . :' o . A> I :. .. .. .. .. .. .. 1 '16 U ?3QEt4 ox _ :..lr..o.c=. a F tt ;t rr .,A H - -.. , +....�, .-. w .. y�i.�. 'a'. :. , ., - - it, .. .-. .. I _ .. .'.,-:'. :, r. 1 h' --- o. �i:,,�, -�sl ?Fib+ � , . , . o ' a... .: ,, =`. , :,...f�..,. ^T� w __ �. . .: �. �. �� , _ n . ,� a ... .. ... .. .. . ..f .. S .. ..-. ".4_ r .'� ... a ;1. ,. ... .. - -13 1 1 _. 1 s <" . A.7lJtiD ,.. ,.... .SiE;i�:., tD :. Fd47.1...�E. bJ- `fiA .D _ r r : _ � Q_ v _i, n,.+. in.. �.,��... . L _. _ _ i.. _ r rr....�^umgeb. 4. .. 1 .. _ ... .- .F, I .... .-._ :.: . w ae. C. t _.&$ - .44 .. .. _. .. .. .. .. .-. .. ._. .. ,i ... ..--. ,. .. ... .... . .. .. ,.:. .. ... .. ..:.M. - , .. a.. _ .. - ... .... ,... .. .. ., .. , -.,r ... .. .. <...,.. .. vJ ........ .. .. 7 .. .. .... ...,.._ ... .. .. .. .. �w ., _..k ::1 , - :. ..:. :....... .i,�. ,. � 1.: ....,. ., .,.. ,. a..... ,.. ... ..- ... .. .. ,.. .. .. .. i-'. ,. .. .. , .::. s < .., t. ,.s. .. .. .. A "Y ;?, 5 d. ). ., , 3,. +A >A __ ..., _ .,.,, ... . _. -v. .. , M..., Fba 3Jt�f" d!r`oPse-, tF: �-+ .. .. ... .... ... h: .. ...., ... ,.:r-c ,. .. - .. - ... .. .. .:.. .w .. -,. .. .. .. - S -=3T1 .1 _ ....,,,. .e .. ... _r.... ..,., .......�.. ., h...... ,. .. 1. .. .xt .. ....., ::1 .�1A'r-d,', .b __ ..<... t ,, .......... ... .. ... ,. .. -lX�.671M ..- ... .. .. .,. ...J ,_ . _ r._.. s, .'. ,. :: ...: a : .,..... ,...,.. : :, .. .. 't Y .. .......:..... .::....,. ....::.n. -.. ,.� .. _ .: -T7�>+ .. ,.. .r .,..... .:.::�F :: i..: .r:..; i31F"µ[:G:I,YG ....F90 ... ._. .. ... r a -... J _ _ .. , . .r _. ... .,... _ _ .1�'' �1 SIP. „.�,w..:._.. ....... �!^' $. Y: ,. �,. .r.,. ..7 :.,.. '7- ..,. .� .:s. .o ,r,,,< _. 1_. _ .. _h r U ,. r .tzdY "aF__ ? _ .,T _. _ e c:-. H ,.c -.. , -. -:n -.,,.. . .. .. .,.- ..t � r.., ..t, .,'.,. -�1 .. .. u.. ..:,,. ...,. .,, ., ,4. ..:ttA. ;, N , _._,,_ :..,,r, T3i" :. .. ,.. _ .. .. :.:.., ... n .. .. ,:.. ,. - ... ... :, : .: r irS. .. -... .. .. , ... ... :.. ... .. f .-- < �— s. . 1 - ,.,,,.,...r.. ,:. ,... ,.:.,.. ,.,.�,�� ,�.�f'%... _. � ,.....�.�:'�R2+.iD6:�JUt'T1C .'=�4`.'x::,.. .., ,�&E.., ._ _ _ :. .. <_ 9 .�i .,o /- < o I � • - - i I) 7-71 1 - - - --- - _ - -mat �c ' � a _ � 5-t•+felE), ISP 77 C .. `. � "�' RCtOf�. - I I T , i r a+ _ c _ l - I 4 - a � - xlFw..u�2.xey ,a. I { lNGrF ,.'"tr� P.aOJID.F:H . - — _. , . ._ . _ . .:: I. .. , . - <.. _ .. .. .. . . . _ .., . . . ,. f ,, _ . , . . - . . . . < . . . .i -' 1 I . _ . - . . . ': . - t ,, :. . . . . . _ . . . " - --- .. :. _. .. . -... 4 I - -: . . , - .', .'' .. . . I . I I c :.: . . , .. - :I,'.L,"'..,"i�,'..,.Z.�,�'I,%.Z'-�.���".q','k,.:.I,.'."--.:.L'.�-�.d;r...p�:-I.",.I�,-%:..�-.l-."%-:.i-,."L!..�.-.'..-..1'����.-,.-..."-.L�-,Ij,.'!,z�'�.:I.�,.-..";:.,'-.1.d���..,I,4:-.�:.I'.;.�.I�.,L'..,..�I._..�--I�"!!..,I�-.I..'e...�.,�.-.k..:''-,�....`".:1..7:,.."�"'....�L/,I,,-I I'1 Iv�.�:..:%'-�,.l-.-.:....,L"L E t..'''I-'!:".I.-�I.�I.*,-.I:...,..,.,"�..I:.�-;1..,dd,..�.'I�'..a,..:':.1I i.�L. �1..L.'�11L.-��f...I'...�,--...t-.__'%'',.,,�,�:pI.,.m:.--LIL L.I,L��L-7...�-.,,����L.,"I:-._.�.M'7.L'L,...;1 d:,:,-:..�.4=*LT.�LJ*L..--"1';,.I I:- -�-.::.,.:....I-...1..-:1-..�I,,!,=.I--.;L..;I.,",.VI 1�,.-�-�.%,.��...L-i.�"d,..�",,�..,I I...". ,.�II i�_,'��-'---,�t,--.':.'-%L:�'..`I--�l��;,1-�:I.-_:,-.-I1�'a,..L,.,,l..i I,-_..V;.!I:A.,�.:l..'-��;I.�.':%.4-I..�-LI-I.'.-..--,,.:,�E,:.�-LV.',I-%..;,,I L:�-1I--I.,f�...:�:�'L.i L-.].I-:�m"..'".I,�:L--,Z�`"-.,,.I".,.'I"It---��-,.'.'-;I..,.,,-L..',�::�.D--_..I'�"��;��'L:L:.,'i.,- -.-.-�'.I.-C I:K-'....�,.-.:.I..�-:.-:!L.7...1-;L'_..I 1�-"..�':a.:,'a-."..f-.,:..�-i1.�_l.'�:;-!L'-1��'*--I4'...2*i�i �. SM3T: _ -_ - . — — _ I1.�-:'.I.L:.'�.:-,..".i'-�-../w.,L�L', .' : _ 1 _ . -_ ', = .. - ,. .. :.: . :. .: , �/ � .e� \ ... s- 1. .: :., . . qt .;. ..' _. f O :. I. I. .' . _ - — - - . - (_ rs`. . E"'j I I ,. . 5 .. , :: , .: :.' - . ..:Qe,W 14 '. _- *;& <. �.....•-.JKI CATF..E�115?,. i °c+. ep� r , mot' - _.yLNOOH._.. ..<.. : . .. _�- - - -- - ._ —_' Er•t/ o ,o• -!tail t I . --,: . .: i : ,:` .. _ J P Eals�n y -: ... . . - , . . _ .. ,:: ... . . ..... • ., . s. : ._o - , .. .. .: .. .. . . . _ - . ., - ,. . ' .., ':. . ' L '` - ;':.. -�; , --- — - L I -' -'---- --' --._..._."_. _ ...._ - ---'---..___ _.r -r ' :. I., .. - Yf f : :_ _.. ... „-. - - - — - .-, J . _ — — . - ,- . . . .. . r .. _ , . I✓. may. - \ . _ ... LOtrE. 1•.- . . - ..'. _. . .. .._. - - - - - . . . �_ - - .. ..: .. - .. .. .. < . s :... i ... ..- '.. . . .. __ _.... ._... ...r _ i -:>:. 1.. 4 .'. :.. ,. _ :... i ' �:. is N a :. _..: .. i .. -. /. /' —. - r _.- �. i �-�I - - . - - __ __ - --- - i.__RriR_ YD? '....... .. ' . .. .. : _. a-_ __.... : ; : a_ �.. :. - —.: - - waoaro i .. •.: - .. :.� .-. -. - .. . . - :—'Jaw- dZ T.'?0.- .".-- TW�,70 TW"SlL. . ....: -_ .. .. :. it .. .. _._. .. ,_. -. - - t ;.. -ci.i.4a.c. _- . .-- .. i-. _ r 1 , ... . ..... u g ::d I. :.. - -_. '4aF'67- . c _.:,. .,.. .1�... .—::. I {. ._. .. ..... :.. H V � t - .. .: - .. . ';Y... .. .. -. . ,.. - - .._......... . _` .. - _ - }�T .: ..: .- __ , �.: : . . ._. r ".?��$'iRI -1:H.-]1f9�Y .ii�i`-. ._ •I'.i."c. ... .. .. .. :. ..-.. ". .... ,.. V �{ _.. . .. ..... .. -: ... ...1. - _ I..-?�,1 e�:-dL.�...1�,.L�:..',-:��**:'L��iI�...�:..-L-.�-..--.....:.I..1&-�'.1:iI.,.:...I:-�1'.iI.1 7�.��.1 l.-....��.:.�I,L..�,-.,.'�',.pIRL7�:I.'_�.,:��L:I.,."L.'-�I.-..L I.......I"'---DII--.I�.�I-.I�'-,L�-.I MDG L;l S ,+b GG+U•44 .. ..i,FIST,WA- .. IfisT G1�02 .— -�. .tea 2- - _ ... . .'. . -_ ,,: ..'9 . 'w 'Pl.00, AoV.1..1 Fi: 412 .DC(.-•. : .i .. - �/. N —_.: Nth lf_,►� 'C10 , k ...... . ._.. -..:. .. - --.. ..1_ ---*-'--T _. ... .. w ; — _ I _ : 4 r = .:-.." S . . t. / ) — . ,: .: .... ..:._ .. :.:. ...-: -, , .. ... ... .. .- ... .. .--:' . _ .. ._ .. . _::.- 1 . ..,.. ...<. .. L .. ... i.. y\ P .. . .. : .. .:... .. . .. ._. z _ 1 j. - . . • 4:. .. .. ..... . ... , ...:... ..... Y. .. -. �y .. _ _ .. .. .. .. ..:.... . . _ :;�J+ Iv�s.K�rwalawl cE¢1> .. . ! +�R . T . .. .. .. :<. :: :: - .. .. ..: .. -. ..- .. ci .'.. ...._: .. .� .. .... ' 3• e pp IL::Q . .: .. _ ._ .... .. . . ... ......< .. .<.. ,.. :. .,. ..,. : ,..... ., .. y ,. .. - ...,. .. ..._. :n. .a'.. .-.,.. .. ... ,:,,.Z .. ... ... .. .. y , .. -...... :. .. ....c .. .,.. .. ._ i .. .. .. .:c_ - . . - - .: ,..... :. ..., ....-. l' ,. _. . _ -. .__ �, . _._ .. ,.. .-. _. <. _ .. .. .. ....,._ . .., .. :_ ..:__. Y. Z .1 _.. .` .. .... .. .- :. .,c _..... , ....,.. ,. .. .. ;+: x .. ... .. -. ...: ,. ..1...... :. ._. _... . .. ... ... .... .... I .., .. .. .,.. -, 0- e : :: ,/ .- .. .. ..... . ,: .. ,.:.. -... yl.:� - ._ - .., , .,...,..,. . , , .. .. .. _ afi ... :,. .. .. .. .. _ .._ .�.._. t �. :. \.. .. .. : t. ., .".. .. . .. ..i. t . .. - .-. , ,...._... .. ,. a ... s c1 r. .... \..,Lc .. .r pp ..�j :. .. .:--.. , t. .. .... .. r :r.-. t' �. .. .. _ >.. w,I I ..,. aF : -,u , c 1 - , _... ... ...,. .., .� ..,w ., r- .s. _. r_..... ..,..,.:, :,,: .. .. ., .__ .1... ,... ..._ - ,. .. ..0 < - s,, r ;, _ ti.. • o .. ,_ , . , .. .. .,. . .,.,.: -.. .. ,a: .-:. , .r h h : .... ., A _. *✓ .. .. .r .,... .. .. , a .. .. ...,.� .. ..... . .. ....._ - , Y -:S.4.. .r ... l .. .. .. ... , .. , .-. - ., . ... .. ... .. _ --., , - ..,.. _,. ... :4 ._. , n ,., _ .. _: .,�,. .. i. , ,.t .. ,. .. .. _ ... .. r. -... r :. .,, .. . ... _ 1. . - - , . . , - f . . . . k . , r ;.... _ -.... , . ,ri;ao,.,r, _ . . :., -- -_------—-----. . 7. % .. I. . �T . . .. - I a .' J 11 I I : :� �� H [ I . • a �tocF=e,®+ _ _�.: . , ., .- . Micomn . .P r. .. '. z:,. I. r. 11 ._.. ,,, _ - '. '6LJ40W " - c ., - ... : .:.-, ..., � - - `.JfiBi✓�Vir6.aZC44�rti. r. rl :r.: ✓. .: - J. — . e .: - obs . . 1. -..' - ..i .. al'� - - N . -, Y _:. M -- -. .. .". -.,. .... ..- . - .. n T .. ti ... -- ` - "'"f'° r;: 1 �� .ru 1: . , _ _.._:: .----_. _ _. Q TF++� l a �DBG L�Sw � p u-1 I _ .,_ .:.,4 .._.11¢49F.L- '3'. ccct' -1''!T't"i3El.l -a- .: 'r - - 1 .a' f - ,. {t1. FJ(,6 .B.Rstr .. '..w►m.tt::ns+e,Tr :i oti ------ . .. _ :% . _ . CilC1pEf1 - _ 1 ........ Tlli"o.c .... .,_. iFAafpJG.�/.yp,vr .;iTW,J_Sli`pD_.: :� 615 _ __—_—_. - -: ---_ I.- . .....a _--• —:—; CFdIJ1:bPALG ' ~ w+QCi+ P'i.C4¢. AR:Eou k1 @. T2 ,- - __ �. :. s ^�:> > -... . . . . _ . ., es, - --- - -- -- ..: _..�_ _.... L': t ' a (,y + i. I i . .. - . .- :.. f . I '. �.-1EEF2iz TD-5 .. ./1,R �;'<g-g .. . . . _ __ —aF-e y.No7rs _:.-. 1. .. - . . •. ., (LF=S.e�;TO SEL.T'ION A - U :�:�a:.-� T/!?" f4%0r' - - wiirr-4C. C�E<.�..� , r• ww- . .. _ _ _ _ _ : :. , .• 1. IRM)il :: . T '::.-. I .. .. _: : _ 1. _ - Z t:id40._z.-,6`t�:..-L�R-a°LYWPOo ggp�,�Q,,� ...s.11 .. ,i A. '- .:. .VS bob:. , .:. i,.� :.: -. ..... f F._e11JNGLPI� . ! }� 'SIn .CQFBAH._']! .BR:C.F{-E..7e1L - -� . . , . . - - . . . _ . .. • . . .. , , - - -- --. . , •. ,, - . __.. — ,. - ,... ->--. ._ ..... ,.. •. .�, :::ruts �. . l i.: �.ur'a4, a 1 I . . .r ..,. ` L i " fi t- . _ . . . _ . . aoo - . .: .ra. .. ..; N ia�(7µD 'P�i1�-'�1� - _. , .. ...:.:-- ---.__:.. ..... - . . . .... _ __ ........ M - -. . . . .. . . .. - ce .. .. . .. t i r _. .. - - 1 .- ". . - �. . y . 4 } - Y trap+ _ .. - - __ I ..: _ .:11FJ:V-POIPL H.. .. I.. ?*' 7 .:.. r I ,: . f . . .....:..-.-: . ...,Y, .. .:', .. -::: — . _.., - ..._.. _ _ .- :. .. �rt q .l . :, _ _ /sue _ _ ul tv[ - _-- .,. ...I '. .:.. `�._.— .. . ...- - - 9"GP- IID:ir'77Q t.Ga.AB .�-- - . 1. _. _ _... ra,.¢ti yw,l _ 6"-1 > -HAS f _ % \\ �r : _ ._ . .. ,,...,. .. ... . ':':, y .. - ccam�- 99 G6f:IBG✓<a�NoiW'5, , r. ..�1-d. Y TJ< a yr. .. ,. f {y 07 : ,. i :n. ,. _ .. ...... ,, ... - may . :. .:: f . :. �. � .. .-- _ __ • % .b i .. yeeo �verce�cu�GF .- s - T - ,,. 9fNRo�4av v ---.,..._ - c ;: r .. 1. 1. i. f ,- .1: ..,-- . j < '. - _ To R.<I'll,b' !,.. - TO•pi- r: 'l,',. j' 1 '':. _ r'•� '�516':iZSS- ilFWa�a. T v f• i _ ` ..... N . !:. �sl�o�r�aode'. I Be! . . 1. . I. — t - _ ,` : - 6 "•'� e-1a"n:&1wiVH - rxei"- ;�: SgTTf �19.fl G' sCTio A. ,,.. - i { . „. , ... .:. T,O.7'1J.T8. L,wa"-'.)OrS '�i ., J ..a.: ... : .. Gal lbf I - ., : .: .. -.,.. MI: .: < _.- _. 4 f 1 ::. �'.. � i ., , .. :. ` .I. i. _ { .. . {: 1 `-h Vt = a .....4- 1... .,1.. r..,. x" I.. .. - 1. _ t . .:.. -. - ertY -r .. N. .. r :. - '..1. - _ X LF F.ct.2 - i ,-. .'. ... .. .. ... + - - .. I /. 4,T'"L L % .. .. I.. ...-.. ... :. :' 6.RY5. .:.-:: T .. .. :. _ ..,.. - , .. ..... ,... ..., r .3.. .. -.-- .. ✓. a .. ,. --. ... . .,, a.. .... , : ,... .. ......,.. . - .. ._..,..,.. .. ... .. .. M _... ..;-.... ... ... r. .. - ;3.'+ T.O Fkf :. , .. .. .. �'-y - .d... xl .� ,.. :.,:: ., .. .. .,. ..r, -, r ... :. . .... :.. ..:. � .�: m _: _ . <. _ . I. . . .. !. r,l �-. .:..,. o ... .. :.:..; .. , .::.. .: .. ... .L.... . , . / 6pRf€ x i _.._ '. .. x , , .I.. I I � . . -cl 7n BEN 3 I c •.. .. Y. . .. ...., .: T- .z: .. .:: .. .. .. ... ..... .. , .,..... .. .. 1,. .. .. .. ,... :: :. 1 ... .. ., .s. .. .. .. ..r -.. a .,. . .. .. .. ... - .... .. .. ..:,.-...: .: ,._ .. .. .. .. .. C..: ... .. .r... ..... .. ... .. .. .. :. : 12 D.. .. .. :.: .. , .. ... .. ...n .. ... .. ., _ .. .. .. .. .t. .. .... ... - .,.. : . .e.,. a. .. - .. .. .n,' :..,. : :� t .n. .. ... ...r :.: ....- :.. _ ..... .. :r;. ... . . - -- .. _ ,. . a. . .. .... .: .. _. r . 4. �'. .. _. .. - .._ -..: ... :. ..-..-. ... - - .. : .: .... ..- ..... . s: { —I .. .. .. .. _.-. .A :. ... .. .7:. ... .. _ �✓ , ..., .. ... .. ... :. .. .. .. : .. .. ..X .. .. .. - ._ 'r .-. ... ... .. _ .: .. ...: ...'.. .. .. _, .. .-. _ .._e ... -. .. .. •.c . .. ... .. .. ....r. .. .. .. ._........ .. -. .. -. .:...... .. - ...,-. 1. P t F- ry7 . 4 ..-. -.. .. .. . .. ... ,.. - ..'2 4IF - .. ._. ... .. .. __. .... .. - S J y i 1 ,. .. .. o-. .... ...__ . .. -. . .. .... s. .. V21.9 N ZONES #27 BENCHMARK RB & A.P. TOP OF SPINDLE •_X BEACH ROAD RESIDENCE B EL. 21.89 RAIG\A MINIMUMS Q m AREA = 43,560 S.F. - FRONTAGE = 20' QVnZ WIDTH 100' TREE T - rn FRONT SETBACK = 20' � r- = SIDE SETBACKS = 10 LOCUS REAR SETBACK = 10' PAVEMENT WIDTH = 16' X 18.8 a BUILDING HEIGHT = 30' 1957_TOWN LAYOUT 40' WIDE 18.3 M �TERVI edge of pavement 17.4 _ .- // X 18.4 14.2 Y __ - 14.5 � 7.fi �AR60R �t.fr --�� 17.8 18.3 \ #405/11 m 7.1 18.4 0 X 3.8 15.6 N87°21'36E 6.9 \07.9 18.4 � 15.9 X16.518.2 t- 17.5C.B. LOCUS MAP �, 90,00' FND. split rail fence L SCALE 1 25,000 I lawn X •C-\,B. �18.2 U, 16.2 ASSESSORS 1 1`5.8 � 6.2. 3 garden 17.117.2 FN 18.2 Q MAP 245 PARCEL `84 16.4 _ w 6 1 elec." meter v X 13.0` 16.7 17.2 ,�.. � o 16.1 I 15 1 1515.5 x�' .9 16.3 X 17. ii 17.1 25.3' I _ 12.6 15.8 16.0 A H DESIGN DATA Y Po�cH 3 Q t - existing foundation `v 17.2 z SINGLE FAMILY- 5 BEDROOMS 13.7 arage f.f. el v. 18.51' rn 17.6 NO GARBAGE GRINDER L...:.a: ai 12.9 r �. _ 00 s DAILY FLOW = 110 X 5 550 G.P.D. � < " ; SEPTIC TANK 550 X 200% = 1100 GAL. `�' ar A'5�<- -°~ �" X t 2 .-._ . _._... 16.9 w --- 16.9 USE 1500 GAL. SEPTIC TANK � t �.�.;<i.-:��-•�� �fR P ADDITSONK..�: -.. - . cT.r�<s�4nZT �ri:.Cara:i'nci �_.�,��...7'x�a: .- .2_..R A:.:...- -_ 3 _ F-1 10.5 3 . 5Y?aY d' _laa :_.ide<Via- • . 12.5 z y, :<: y,K o 164 7 LEACMG CHA][BER DESIGN .�. ,z<;<.:. 00 15.0 DECK _ :' W OR PATIOALL PIPES TO BE SCHEDULE 40 PVC PERFORATED � co WITH CAPPED ENDS ____---- 3 Qz 1C> co USE 1 - 4" DISTRIBUTION LINE IN 6 RECHARGER UNITS 12. X 13.5 'x jrGAL W X 17. N . �6.7 z IN A 12'X 44' WASHED. STONE .TRENCH AS SHOWN N b � � � 15,9 T K LEACHING AREA REQUIRED �' `� $oX 550 G.P.D./.74 = 743 S.F. 2(44+12) x 2 = 224 S.F. SIDEWALL AREA m z a c o' x 16.1 (12 X 44) = 528 S.F. BOTTOM AREA ,,� f � 14 _ m 1s.9 .a 752 S.F. TOTAL PROVIDED , w o Kw� nson Cherry 0\24" 10 11.4 or_ , 45 m v7 a 00 X 15.5 �, 70 z 15.4 z 4 X 1 fT1 16.6... Q , o t lawn 15.5 ' JJ r 10 O 'Ti1 4 . Z FINISHED GRADE 12"MiN`� \ \ \ \ 143,00 \ ` 5.0 FLOOD PLAIN �j/ COMPACTED FILL �_ \ t 5.3 ,15.2 #12 36"M� \ \ \ \�\ /\\ \�\ \\�\�\.. t 1.1 0,� hedge 13 4 100,0 15.1 ... .... ............ .. ....._...... PEASTONE 0 J 4 __...._...-...�- �........_.� ,_� (.n T... _._.. a a vie+ -�v i ,1 ` Sol Et. � A,J - F^IDP F : 4 i 4.6� 30.5 �,. a DOUBLE JAMES G. & SUNNY V. NICHOLS : :a WASHED STONE e •4 MARGARET K. TORRES PITCH PINE b12 SECTION WHITE OAK 016 No SCALE Ff" OF LOTS 510,51,2,514& 5l6 AREA = 15,979 S,F, GRAPHIC SCALEU�r`� \ 0 20 40 1a TE ELEVATIONS ARE BASED ON N.G.V.D. 100 YEAR FLOOD ELEVATION = 11.0' COVERS LOCATED TO WITHIN •' - 6" OF F.G. C��2L F.G.= 16t _ TOP OF FIND. 16t F.G.= 16t' INV. = LEVEL I Q 13.0 1500 GAL. 4" DIAMETER 2 INV. = 12.7 SEPTIC TANK INV. = T SCHEDULE 40 P.V.c LEACHING CHAMBERS 1- DIST. 12.4 INV. -12.2 Box �_ ::......:,.:• INV. =12.0' INV. = 11.7 `ZN or y �w r 10.00 .:' ......::?�'"---=-g.. STONE BASE MIN. c Lis BOTTOM ELEV. EL = 9.7' o. 29874 PF c.,, s1c4E°v�� 6 TOTAL UNITS 1 STARTER,1 END, & 4 INTERMEDIATES. PROFTIaE 330S TYP. 3301 330E NO SCALE 2.63 7.5' 6.25 6.25 6.25'6.25'6.25 2.62' 1-1.5" WASHED STONE NOTES F.° ° 0 1. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM,_BACKFILL WITH SITE PLAN A� /1F EXISTING �/I C�II 1�1 n CONDITIONS : 01�I DI TI oA��` CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT MORE SITE r /'�Iv �,J G/� J 'V V �y 1�1...7 THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED ON # 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS # 100 - AND D PROPOSED �O^O��D ADDITION SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED H r 44,00' T --� T� BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. PLKi� OF MACH TRENCH 2• LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS /� T #189 CIXTH AVENUE ft � E �UCPRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE /`1 SIXTH / 1 y C'v C SCALE: 1" = 20' THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND IN APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. FEMA ZONE B 3, FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR SHALL COMPLY (WEST HYANNISPORT) WITH ALL GOVERNING CODES AND REGULATIONS._ IN PARTICULAR 310CMR COMMUNITY PANEL NUMBER 15.000 THE STATE-ENVIRONMENTAL CODE TITLE 5, ON SITE SEWAGE DISPOSAL i 250001 0008D THE BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED BARNSTABLE, MASS. MAP REVISED JULY 02,1992 REGULATIONS AND PRACTICE. FOR p I CERTIFY THAT THE PROPOSED FOUNDATION 4. THE CONTRACTOR IS TO SECURE APPROPRIATE PERMITS FROM TOWN SHOWN HERE ON COMPLYS WITH THE SIDELINE AGENCIES FOR THE CONSTRUCTION DEFINED BY THIS PLAN. A v T �1 AND SETBACK REQUIREMENTS OF THE TOWN OF ROBER,T & DEBORAH FAULCONER BARNSTABLE, AND IS LOCATED WITHIN FLOOD 5. ALL STRUCTURES BURIED DEEPER THAN 4 FEET OR SUBJECT TO VEHICLE PLAIN ZONES B & C SHOWN. d / TRAFFIC SHALL BE H-20 LOADING. SCALE'S 1 = 2O DATES SEPT, 28,. 1999 DATE: to-2&-•n9 R.L.S. 6. SOILS IN AREA OF PROPOSED LEACHING SYSTEM WILL BE CONFIRMED AT CEA OFFSETS TO THE OPOSED OUNDATION SHOULD TIME OF CONSTRUCTION. NOT BE USED TO E IS PROPERTY LINES. 7. EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND FILLED WITH SAND. BAXTER & NYE INC. 8. INVERTS TO BE FIELD ADJUSTED AS NEEDED TO ACCOMODATE _ REGISTERED LAND SURVEYORS PLAN REFERENCE: BOOK 34 PAGE 23. CIVIL ENGINEERS DEED REFERENCE.: BOOK 8966 PAGE 286. EXISTING PLUMBING ❑STERVILLE, MASS, # 99093>