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BP-66304 'ermit No. BP-66304 Project Location: 7 WREN LN Commonwealth of Massachusetts TOWN OF DARTMOUTH -M p: 006600 400 Slocum.Road, Dartmouth,MA 02747 Lot: 0002 Phone: (508)910-1820 • Fax: (508)910-1838 Sublot: 0130 BUILDING PERMIT p t# Js zol2_°°2218 EstFee:Cost: $20000.00 FIELD INSPECTION Const.Class: Contractor: License: Phone# Use Group: R3 NORRY K ALVES CS-4228 (508) 998-7100 Lot Size(sq. ft.) 43561 Engineer: License. Phone#: Zoning: SRg Aquifer Zone: PARTIAL ZONES Applicant: Phone#: Flood Zone: ZONE X DARTMOUTH POOL& SPAS INC (508) 998-7100 New Const.: N/A OWNER: BETTENCOURT ROBERT& Alt.Const.: N/A DATE ISSUED: /V/12, TO PERFORM THE FOLLOWING WORK: Construct 16' x 32' in-ground pool with proper barriers and gates ) DATE TIME TYPE OF INSPECTION& REMARKS INITIAL u f;, e : cen Cbs Permit No. BP-66304 BUILDING PERMIT GIS#: 3344.00 Commonwealth of Massachusetts Map: 0066 TOWN O$'DARTMOUTH Lot 0002 - 400SlocutRoad,Dartmouth,MA 02747 Sub-Lot 0130 " Phone:(508)910-1820 • Fax:(508)910-1838 Category: IGP Project tl - JS-2012-002218 PERMISSION IS HEREBY GRANTED TM Est.Cost $20000.00 Contractor. License: - Phone It Fee $80.00 . NORRY K ALVES CS-4228 (508)998-7100 Coast.Class Engineer Licenser Phone#. Use Group: R3 Lot Size(sq.ft.) 43561 - Applicant: Phone#: Zoning: SRB DARTMOUTH POOL&SPAS INC (508)998-7100 Aquifer Zone: PARTIAL ZONE 3' OWNER: Flood Zone:. ZOEN X BETTENCOURT ROBE T& New Const.: N/A / Alt.Coast: N/A DATE ISSUED: c j 91 / Date Typed: 05-04-2012 TO PERFORM THE FOLLOWING WORK: Construct 16'x 32' in-ground pool with proper bathers and gates oject ation: 7 WREN LN Approved/Issued By: lS���)ll`aJ/ i L DAVID BRUNETTE,LOCAL UILDING INSPECTOR • All work shall comply with 780 CMR Sir'Ed.(MGL Chap.143)and any other applicable Mass.Laws or Codes and plans on file. Schedule appropriate inspections as required. Upon completion of work,final inspection is required. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies may have reason to STOP WORK if items under their jurisdiction are not met; not withstanding the issuance of this Buildin Zoning Permit. Signature of Owner/Agent: "Persons contracting with unregistered contractors do not have access to the guaranty fund (as set forth in MGL c.142A)" Inspector of Inspector of D.P.W.Inspector Building Inspector Inspector of Gas Fire Department Plumbing Wiring Water Service#: Footings: Underground: Oil: Underground: Service: Foundation: • Rough: Smoke: Rough: Rough: Sewer Service#: Rough Frame: Insulation: Final: Final: Final: Cross Connection Final: Final: Treasury: Board of Health B-911 Additional Comments: Planning Board Prior to issuance of Certificate of Occupancy/Completion,this card must be returned to the Building Department with all necessary inspections signed off. Department phone numbers are listed on the white"Required Inspections"document provided with the issuance of the building permit. POST CARD SO IT IS VISIBLE FROM THE STREET RTMOUTH - BUILDING DEPARTMENT RECEIPT 66 . 91 oA IS HONE: 508-910-1820 FAX: 508-910-1838 Nam$: %' ,--bit-0 D {1, ■■YY77)•pL r- \y -� P perry Owner:€171 di Lia ° 2+ Date: S/�ljr2 Job Location: 1 L i✓ (h'v Li-N Map: & Lot:. `/j J III Description General Ledger#'s Ref. # Amount Building & Building Misc. 01000-44105 l i,. S v^(( (?,)l), / 4 J 5 Electrical 01000-44106 - Plumbing & Gas 01000-44107 Trench Safety 01000-44129 Other Department Revenue 01000-42420 , White-Collector's Office Yellow Copy-Customer's Receipt Pink Copy-Building Department Received By /`' J" ,,'tf-aj THIS IS NOT A PERMITILICENSE FOR BUILDING, ELECTRICAL;PLUMBING OR GAS TOWN OF DARTMOUTH - BUILDING DEPARTMENT RECEIPT 5 C ;�4 4?6-910-1820 FAX 5.08-910.1838 7p6i; TAXA rC : f Name: j R,F i -.operty Owner.;j o <- r" Date ;'.,° Job Location: 1 } ! r (f., ,' -.� f .' Map: i / Lot — / n 1t � Description General Le*Ir#'s Ref.# Amount Building & Building`Misc: 01000-44105 ;' / `- ,-/1 . ' ...) Electrical 01000-44106 Plumbing & Gas 01000-44107 It'Cktt �( Trench Safety 01000-44129 `. � J Other Department Revenue 01000-42420 `� /r. I White-Collector's Office Yellow Copy-Customer's Receipt Pink Copy-Building Department Received By /,; (--'1 THIS IS NOT A PERMITILICENSE FOR BUILDING, ELECTRICAL, PLUMBING OR GAS RESIDENTIAL o Approval in Part(Per 780 CMR.5111.13) $25.00 APPLICATION FEE IS NON RE-FUNIIABLE & NON-TRaNSFER LE NECRWItE)CEIVED ....(;,;66771.;t> PAP'?';7 ' r(3,OFF T. DARTMOUTH BUILDING DEPARTMENT /9 e ', i 400 Slocum Road, P.O. Box 79399 k 2011 APR 26 PM 12: 32 is , Dartmouth, MA 02747 Phone; 508-910-1820 Fax: 508-910-1838 www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING THIS SECTION FOR OFFICIAL USE ONLY . .RECEI :04 '. ) BUILDING PERMIT NUMBE . .. DATE SENT FOR REVIEVV: DATE ISSUED: , CYO i2----- ' - • - MAY- 0 2 2012 O.K.TO ISSUE--SIGNATURE: —et.,4 _ DATE: Zoning District: - ..c./W Proposed Use: of,_ - Zone: 2C 0 B 0, A6 y...,:,. Aquifer Zone: at-th I I/, . _ THE FOLLOWING AGENCIES HOULD BE N I - - ‘ _ [(Board of II' and of ons. TT - 0 Demo ' , 0 DPW , _ - 2— . Appeals ,_ - _Health Commission Affidavit - - Card Sent: ---- Cut off :..,..Fol1 ow-up o II „Il- - II El Gas - 0 Planning 0 Sewer Card 171 Water Card -, i,-,.• --. 0 Zoning - 0 Other. Chief Cutoff , Board - 'Cut Off , ' CotOff ,..T ..._ *REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A.P.ERMIT. RTMENT APPROVAL, - . , _- Zoning Review: Signature: . .e.......a.44/ .— Date: MAY I) 2 2092 Energy Report: Signature: Date: Fire Chief: Signature: . Date: Board of Health: Signature: 1 r: Date: Conservation Commission: Signature: (I 4,,,,,ki—31 / -e_. Date: Other: Signature: Date: i Brief description of work being performed: doAl STI2L,d, I I tr,V-Z3 1 4.16.P 0 0 0 'POO 1._ SECTION 1 -SITE INFORMATION 1.1 Property Address: i ithq E/U 1-re,it)Li— 1.2 Assessors Map& Lot Number: /3 0 / Lot Area(sf.) 93 j .5t..0 Frontage i 7-5- Map to& ...--) Lot a Required Provided Front Yard - , 1.3 Historical District El Yes No Side Yard Has application been submitted to the Historic Commission? Rear Yard El Yes 0 No Date: 1.4 Water Supply(MGL MO s54): 1.5 Sewage Disposal System: 0 Municipal gPrivate Well 0 Municipal piOn Site Disposal System El CONSTRUCTION PLANS El SITE PLAN E:1 ENERGY REPORT _...a RESIDENTIAL SECTION 2-.PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner Record: ROAeAr-I MAn10' Q,:7r I(J 0_ov IQ i 7 to t2c t) L-A `77'i - -not Name (print) Contact Address Phone Number 2.2 Authorized Agent: lr.3A an/V-6074 POOL -L- PA- l Aid-. S-so m i / 513K,l t fin Name (print) Contact Address Phone Number SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: / Not Applicable ❑ Licensed Construction Supervisor: NORRLI K ,PVC' License Number: e. Address: Expiration Date: /) Signature: Telephone: /U`a9/ a�j 3.2 Registered Home Improvement Contractor: Not Applicable 0 Are you a Home Improvement Contractor subject to(780 CMR.110.R6)? L*Yes ❑ No If No, go to the next section! Are you darning exemption from the requirements? 0 Yes Colo If Yes, submit the required affidavit! Company_;Name: AT-A400'll-i VC)OI—S c4 SPAS Registration Number(if none, state"none"): Address: S'S-O /7]] , aEF?sALz-91 /111 tJ JxbFOkb 10`t Signature: ---2 .tr.ri7G Telephone:j7 -9Qp._ p() Expiration Date: 9/a9/acli. 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: - Home Improvement Contractors Registration, One Ashburton Place-Room 1301, Boston, MA 02108, 617-727-8598 0 I am a Homeowner performing all the work myself. Owners Name(print): Signature: By signing the above,the homeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: 3.4 Homeowner Exemption-One&Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 5108.3.5 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0,effective July 1,1982,no individual shall be engaged in directly supervising persons engaged in construction,reconstruction,alteration,repair,removal or demolition involving the structural elements of buildings or structures,unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section;provides that if a Homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor. For the purposes of this section only,a"Homeowner"is defined as follows: 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. If you are applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to,general liability SECTION 4-WORKER'S COMPENSATION INSURANCE AFFIDAVIT(MGL c 152§25) Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: 0 Yes ❑ No SECTION 5-DESCRIPTION OF PROPOSED WORK(Check all applicable) 0 Deck Pool 0 Repairs 0 Alteration ❑Chimney/Fireplace 0 Woodstove/Pellet Stove ❑New Construction' 0 Accessory Bldg. 0 Roofing/Siding ❑Other (Energy report required) (Shed/Garage) (Specify below) ❑Addition ❑ Replacement window/door (Energy report required) 0 Demolition No.of windows_ Doors (Specify below) `If new construction, please complete the following: Single Family: No. of Bedrooms No. of Baths Two Family: No of Bedrooms Unit 1 No.of Baths Unit 1 No of Bedrooms Unit 2 No.of Baths Unit 2 ❑Furnace(hot air)-fuel gas(natural or propane),fuel oil,electricity,other(specify): ❑Boiler(heating)-fuel gas(natural or propane),fuel oil,electricity,other(specify): ❑HVAC(combined unit)-primary fuel,natural gas,propane,electricity,other ❑Air conditioning-(separate unit) ❑None of the above to be provided ❑Hot Water: Gas Electric Fuel Oil Other Description of proposed work: /(p X32 /A) SECTION 6'-ESTIMATED CONSTRUCTION COST Item Estimated Cost($)to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing 4. Mechanical(HVAC) 5. Total=(1 +2 +3+4) Z 20/ COO or) SECTION 7A-OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies for building permit) (Please Print) _ ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to rk authorize y 'ng�it application. Signature of Owner Date SECTION 7B-OWNER/AUTHORIZED AGENT DECLARATION /cog A ALJEs , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing apOlication are true and accurate,to the best of my knowledge and belief. Signed under the pains and penaltiesl� of perjury. Signature of Owner/Autho1.'d Agent /7.Z1%oZ Date SECTION 8-INSPECTOR'S REVIEW/COMMENTS 1. Date plan reviewed: MAY 0 7 2012 2. DENIED(see project review worksheet): Date: 3. HOLD NUh-Z__ Date: Reason: Date: 4. HOLD subject to Zoning Board of Appeals action: Comments: Date: MAY 0 2 2012 Inspectors Signature: &a✓ :, CTIO APPLICANT NOTIFICATION L Applicant informed of abit: DaJ�eS - ✓ / Time: Clepf: Comments: V f/ &•11,A -> SECTION:10-OFFICE/INSPECTOR'S NOTES (� Less Application Fee: $25.00 Remaining Balance: $ Total Permit Fee: $_-- Other$Amount$ TOTAL FEE: Gross Area-New Construction total sq.ft. Gross Area-Alteration total sq.ft. L� ,,,, Permit Issued to: / Zn 5/.�/ � GL �G �� Z' Jae! /TGC Air ' s�JI e>' C77 loA-cI . - SECTION 11-ADDITIONAL COMMENTS/SKETCHES Ln/44-!/S /� fr '&J .�Lv/At/ //41 roo . . . • - . . 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Box 79399 Dartmouth, Massachusetts 02747-0985 LMzetnin-/ CONSERVATION COMMISSION pp��ARECEIVED (508)910-1822 t}AB3130110-1897 Wetland Site Inspection (Form A-1) gmi i 20j 1 P//WWW.TOWN.DAR'TMOUTH.MA.US D/+r�.jrn punt Pcx�r- 5pl� 27 AM t FIL , copy Name of Person Making Request _ _ Date 7 4s A i Pi EAGil-tv i S i, 7 tine a A) l./t , Mailing Address Street Location Of Property To Be Viewed s 6 IZ-lei: JYi4 cy-r'i nU P est9/ for 2-!�Y aty/I'own,State ip Coe Dartmouth ssessors Map and Lot Number s o R-cicfr- 7i0 in9wl i iti M i 06- Pont-- Telephone-Day Reason for h(4iediepa dition,septic system repair etc.) Telephone-Evening Signa ur of Person Making Request PO6 a nrk& doo10-i NdRR�f - k , ✓4 S Name of Owner of Site To Be Viewed ` Print Name I LL1 A) i-A �� K /1_&c Owner's address Signature of Owner of Site to b iewedIf not Applicant) )I)A jh1OUf14 //) , 0Q7+S" / City/Town,State Zip Code Print Name If person-making request is NOT the owner,the person is: 13 Real Estate Broker ❑Engineer ❑Contractor 0 Consultant ❑Real Estate Appraiser 0 Other(explain) All filing forms are available in the Conservation Commission office,room 107 at the Dartmouth Town Hall,400 Slocum Rd.from 9AM-4PM Monday and 9:00AM-4:30PM Tuesday through Friday. For parcels from I to 2 acres only,the Conservation Inspector is available to flag the wetland edge. However it is the Applicant's option to acquire the services of a private consultant to delineate the wetlands on a parcel of that size. The Inspector has the right to require the Applicant to obtain the services of a private consultant to perform a wetland delineation on areas less than 2 acres where abnormal site conditions or extensive use of soils evaluation would require an excessive amount of time be spent by the Conservation Inspector in making a determination of the wetland areas present. Sites over 2 acres must be flagged by a wetland scientist, botanist or other qualified person prior to submitting the A-1 site inspection form. The Conservation Inspector will then review the flagging in the field and make adjustments where necessary. The Conservation Commission may require proof of the qualifications of the person performing the delineation. Note:The A-1 Site Inspection is a procedure outlined in the Dartmouth Wetlands Protection Bylaw.It is a service available for the purpose of identifying wetland areas on a site. The issuance of this completed Site Inspection is NOT a final determination of wetland boundaries or their jurisdictional status under the Massachusetts Wetlands Protection Act(MGL Ch.131§40)or the Dartmouth Wetlands Protection Bylaw. Only the issuance of a Determination of Applicability, Order of Resource Area Delineation or Order of Conditions by the Conservation Commission finalizes the determination of wetland boundaries and\or their jurisdictional status under these Laws. The completion of this Site Inspection is not an authorization to proceed with work.This site inspection expires three(3) years from the date of issuance. FILING FEES: $100.00 Improvement to existing,non-commercial structure(septic repair)Inspection limited to within 250 feet of existing structure(s),area to be inspected must be clearly marked on a site plan submitted with the application and area to be inspected must be easily identifiable the in the field(staked,flagged,etc.) $200.00 Improvement to existing,non-commercial structure(addition,in-ground pool,garage,barn,etc.) Inspection limited to within 250 feet of existing structure(s),area to be inspected must be clearly marked on a site plan submitted with the application and area to be inspected must be easily identifiable the in the field(staked,flagged,etc.) $250.00 Up to 2 acres-wetland inspection with or without wetland delineation,or verification of wetland delineation by applicant's consultant(residential,no subdivision of land,no real estate transaction involved or anticipated,no existing structure $400.00 Up to 2 acres-wetland inspection With or without wetland delineation,or verification of wetland delineation by applicant's consultant(commercial,real estate subdivision or real estate transaction involved) $500.00 2-5 acres-verification of wetland delineation by applicant's wetland consultant(residential,non-commercial of land,no real estate transaction involved or anticipated) $600.00 2-5 acres-verification of wetland delineation by applicant's wetland consultant(commercial,real estate subdivision or real estate transaction involved) $600.00 5-10 acres-verification of wetland delineation by applicant's wetland consultant(residential,no subdivision of land,no real estate transaction involved or anticipated) $800.00 5-10 acres-verification of wetland delineation by applicant's wetland consultant(commercial,real estate subdivision or real estate transaction involved) $1200.00 10-20 acres-verification of wetland delineation by applicant's wetland consultant $1800.00 20-100 acres-verification of wetland delineation by applicant's wetland consultant $3000.00 above 100 acres-verification of wetland delineation by applicant's wetland consultant CONSERVATION COMMISSION INSPECTOR COMMENTS AND RECOMMENDATIONS ❑ No wetlands or other areas subject to the jurisdiction of the Conservation Commission exist on site or within 100 feet of site. No other filing with the Conservation Commission required. ❑ The proposed work is not located within 100-feet of a wetland area. Other wetlands or wetland Resource Areas(as defined by the Massachusetts Wetlands Protection Act(mot,Ch.131 g4o)and/or the Dartmouth Wetlands Protection Bylaw)may exist on site. Anv further work to be located outside of inspected area requires the filing of an additional Wetland Site Inspection(form A-1),or by utilizing a Massachusetts Wetlands Protection Act procedure. ❑ Wetlands exist on( North, South, East, West )of site.Please refer to drawing(if provided by inspector)for location information. All locations on sketch provided by inspector are approximate. ❑ Edge of wetland has been marked on site by Inspector. Flag numbers: wet Through wet Additional wetlands marked wet Through wet • wet Through wet ❑ A Request for Determination(permit application)should be filed with the Conservation Commission before any work begins on site. ❑ A Notice of Intent(permit application)should be filed with the Conservation Commission before any work begins on site. ❑ Coastal Bank exists on site. Engineer must delineate Coastal Bank per DEP Wetland Program Policy 92-1. Delineation must be submitted to the Conservation Commission office for review and approval. ❑ Riverfront Area may exist on site. If work is located in Riverfront Area then a further filing with Conservation Commission is required before any work begins on site. ❑ 100-year flood plain may be present on site. Engineer and/or Dartmouth Building Department must determine if proposed work is located within flood plain. If work is located in flood plain then a further filing with Conservation Commission is required before any work begins on site. ❑ A survey plan of the wetland delineation should be submitted to the Conservation Commission office. ❑ Due to abnormal site conditions and/or the necessity of gathering an extensive amount of soils information to adequately describe the wetlands on site the applicant must obtain the services of a private consultant to perform a wetland delineation. The delineation must be submitted to the Conservation Commission for review and approval. Other Comments:Any hand drawn sketch on the attached plan by the Conservation Inspector is not to scale. To determine the actual extent of the wetlands on the site it is recommended that the applicant/owner have the flag line surveyed onto a plan, IMPORTANT: Any activity(clearing,digging,removal of vegetation,etc.)in a wetland Resource Area(as noted by inspector on this form)or within 100 feet of a wetland requires a permit from the Conservation Commission pursuant to Massachusetts Wetlands Protection Act(MGL Ch131section 40)and/or the Dartmouth Wetlands Protection Bylaw. No work shall begin untilpermit is received. This completed form is not a permit. • NU r tie, W t (urSlll+L.O4ton tpr' tSt(C re,GA red Fir- �ci>rl 1^ prima rig ( th n L Date of Issuance Mic el O'Reilly Environmental Affairs Coor (Revised 11/4/09 MJO/DF) G:\CONCOM\FORMS\A-1 Form Rev 11-4-09 front&back to convert.wpd .` a o C9 o z 1= o rrr Z M< x z � � " f I c°¢ Q1 J L1t a 4 Q .r V o Q` c LL} M a m ;� m a o n m m E rn Apr 30 2012 15: 48 DRRTMDUTH BORRD OF HERLTH 15D89101893 p. 1 yt x#s t{{ rA> vti s Te - '• 4 x ,. 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Rx 4-wl 1" .,s RA`.t"a-� fl `�.�.�.: t-t j.ft„ Y�' �gg ^Ff -y az .p({ y a'` R T'`5.�, '}tvr'"n rt'+.a `"t '[><'a... a_,.. `yC�sr 4. s S4 aia' a S >1 S . ..r t4C a: .,C�'^4Sr r s 3k e > 'se '': - 1�J .Y '.� ? X Yc e x. e "Sai y`r 's'd,3. * -y?tLt." a"i> i ,.-x,.r<rL,,.-: ,l c't.. sa 4W4 �^tFi ��'t'xn 4 - -±-,tfi?yo-?y WOOA4ir' c F it x..,'' � Aotr i7, °L' '<a .:L,,,.s.e.x.„r,}2,,.3'p!,-., rr r�'4 4/24/12 0(2481x3510) Poo16AS DARTMOUTH making relaxation...affordable! 880 Mt.Pleasant New Bedford,Ma 02745. Telephone 508-998-7100 Fax 508-998-2370 Property Owner Affidavit Property owner must complete and sign this form if using an agent/builder I ROBERT BETTENCOURT as owner of the subject Property Owner(print) 111 }:i Property at 7 Wren(Lane North Dartmouth, MA 02747 Property Location Hereby authorize dartmouth pools and spas Agent/Builder/ To act on my behalf,in all matters relative to this building permit application. FILE a.LPu/erA, "' 4/24/2012 Signature of owner Date mkt- https://mail-attachment.gaogleusercontent.com/attachment/u/0/7ui=28ik=cbd7537d318view=att&th=13... 1/2 I I 1 • gro co oli Q!y 1 LP .hM qQ 0 4.� O 5 v� A6 NORD h1 Si cOR 1 ‘ 1 ,--,s WELLLOCATION } �� '� 1N (,K eJ ss (AS-B-B UILT) � (, e p0 'S • / P�� ELEVA 06.1 V140.cit 2/I A © ! 8' X 33 5 LEACHING FILL/ (I) / , s Z ti 5.7, \ Gi 01. a`./. \ QV�° Ui O930 NSPECTION PORT oo.Jo �!� O jn,-F Lk 38' pr N.../\ r 3t.a' / z- � 3, C/a S:F DRAINAGE i N I `J EASENtEN- VVV i IRip frAJ !_rci bAkTVtOU'T ri a\h . oal Li 0 I I ao SO 'r7y- - a9a - 0t„1w I • Massachusetts - Department of Public Safety Board of Building Regulations and Standards License or registration valid for individul use only Construction Supervisor License before the expiration date. If found return to: License: CS 4228 Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 NORRY K ALVES 880 MT PLEASANT ST 1 NEW BEDFORD, MA 02745 �--�— Expiration: 10/29/2013 Note ithoft signature ( imunissioncr Tr#: 4919 FILE COPY S nature of Registrant If found otease return card to Depaa^rtmeentQo�f Aydlministraton • ' r wi:;,Contrs Jr5 Rk sruir tr7-11 Licensing 3.0arc. - 1I1 . l ;frOne#;Pftjf'01.11:1 I:IIIIII.1)I.IIli•d 111 `Providence,R1 OZ)09-5059 ' i7c\ ,'irf 911 :s7:(11.,1 11992 :u!aal: :41n: /;�,1:1 Massachusetts - Department of Public S;d'eh Board of Building Regulations and Standards �j �O""er ` Y��aio Office 0 onsumer airs smess egu anon Construction Supervisor License - HOME IMPROVEMENT CONTRACTOR License: CS 4228 '='j t Registration: 109821 Type: tiLL-4 - Expiration: 9/ 9/20112 Private Corporatic NORRY K ALVES DA MOUTH POOLS&SPAS 880 MT PLEASANT ST NEW BEDFORD, MA 02745 NORRY ALVES 880 MOUNT PLEASANT ST - NEW BEDFORD MAi.02745 Undersecretary - Expiration: 10/29/2013 onunissiuner Tr#: 4919 SCR LUl �, ,` 1' LAND ss G S':R,' _C\\ e `'Or S'\C BOARD REGISTRATION NO. EXP DATE REGSTRAN I S NAME 1 T( .).. . - L(s IT . 1. :t. Jr. L. J. .. J . .. AUTHORIZED REPRESENTATIVE DRIVER'S LICENSE n EXECUTeIVV E.DDIR�ECTO PILF COP r ,, \ The Co;iu.no(iwe? i it r llassiw/ as ens Ft r1r.. i_r.sA.yis5 ' Departinen cif I-.das t` r Ac- 1'teals Ll'—i y{n , et''G , as/ir 7 ton ct eel y,wIo pytet c.uf.Wilia Workers' Compensation Insurance Affidavit: Builders/Contractors/EiectriciansiPi..ittbers Aoulicant Information Prh t Leziblv `'ti^le (8ti9iness'Vrganizatiar'individual): b aterAoI)i-I oL- 4$O (kx , A•d dress: ffS-0l PaSy/U j S1 = - ' t tP''p Aft_ Av ; nt(� 0 7_ k "n 1 n �c� = CIS � '7 i2re you an employer? Check the appropriate box: I I Type of project jren@1letit I am a emi t :),er with & .. 1 r_. 1 a, i a general contract-di and I j ' i I n. n New on_t_uction havemp oyees i�.i t andl... part-time).* hired the sub -ra i its , 2. I i aim a soleoroprieior or partner_ listed on the attached sheet- i 1 7. i I Remodeling ii n17 9 andh bt enl�t0 S Those sub-contractors have" S C., LRemolitioit oil in of me in any capacity. 2fl1:1::k: ' i7 j a I 1 r a a di 1it:ons 3.ri I am a homeowner doing all work ;'tfice have exercised .heir j I L0 Plumbing repairs myself No ivori;ers• co-op. right .,f exemption piio per iti1GL I !2.i i Rom' i�pai.s nsurance .equired.l c 2 1� QI1 i antiwe case rid i „ ^, I I3.IVI'the POOL comp. insurance reyuiicd-i i 'MU) applicant that cheeks Lox ill must also fill out the section below show ing t eir e.orker ' compensation polka inlhanaliou. t o neo.°ners who sabnait this affidavit indicating they are doing all work and then hire outside;contractors inust submit a new a i ida;it indicating ing such. ;Contractors that check this box must attached an additional sheet h .i.; g the namc of the sub-contractors and state‘vhether or not those s have employees It the soh-me-meters have employe i ,rJat provide their workers' e l policy number. ` I am on employer that is providing workers'compensation insurance for my employees. Below is the policy and lob Site it formation. . Insurance Company Name: r/Rey%4f3t"J' INS . d D. (ti9sAtoA-4,,,GoV ©, e_, Policy a or Sei -iny I iC 4: _._ Wale V-a 1006_9 I Ai Expiration /Date: , IS Job Site address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under 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' wider the pains and penalties of perjury that the iti br mnation provided above is true and correct Signature Date: Phone #: 1 ! f Official use only. Do not write in this area, to be completed by city or town official. liI!E City or Town: Permit/License # 11 ! Issuing Authority (circle one): I i 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector h. Other i' Contact Person: Phone tt:lII Fm:NEE Certificates To:FW: LB COI / DARTMOUTH POOLS & SPAS / EVIDENCE (15089982370) 11:52 02/23/12 EST Pg 3-3 Client#: 79286 DARTMOUTHP ACORD,h CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 1/31t2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Far NEE Certificates HUB International New England PHONE 978 657-5100 FAX 866-475-7959 299 Ballardvale St A�QA No,Exq: (AIL,NO): ADDR ESS: nee.certificates@hubinternational.com Wilmington,MA 01887 978 657-5100 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance Company 31325 INSURED INSURERS:Firemen's Ins Co Washington DC 21784 Dartmouth Pools&Spas,Inc. 880 Mount Pleasant Street INSURER C: New Bedford, MA 02745 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AODLSUBR POLICYEFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MMIDDIYYYY) (MMIODIYYYY) _ A GENERAL LIABILITY CPA022606814 01/01/2012 01/01/2013 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(EaoNmr°n:e) $250,000 CLAIMS-MADE I XI OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: "%S PRODUCTS-COMP/OPAGG 12,000,000 POLICY A AUTOMOBILE LIABILITY M 2 gym 1/ /201201/01/2013 COMBINED SINGLE LIMIT 000,000 B (Ea accident) $1, ANY AUTO BODILY INJURY(Per person) $ — ALL OWNED X SCHEDULED AUTOS BODILY INJURY(Per accident) S _ AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) UMBRELLA LIAR OCCUR �� EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE DEO RETENTIONS - \ '\ $ WORKERS COMPENSATION WCA022606914 01/01/20 01/01/2013 X,,Malts YIN TORJY.LIMITS ER ANY PROPRIETORRPARTNER/EXECUTIVE E.L'EACA ACCIDENT s500,000 OFF CER/MEMBER EXCLUDED' I NI NIA lA1 (Mandatory In NH) E. D L ISE SE-EA EMPLOYEE s500,000 If yes describe under DESCRIPTION OF OPERATIONS below E EASE-POLICY LIMIT s500,000 • • DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ale ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #5670862/M633603 LB005 FEB-24-2012 11:51 From:FAX ID:5099982370 Paee:003 R=95': STI Safe Pool Alarms e •r LL Y v Ir ti WARNING r 00 NOT OEMOvE tkla mans @5: tagtiifi,td i3t'sattty SM soils S089 PRODUCT OVERVIEW This easy-to-install system helps prevent tragic childhood pool deaths. Safe Pool FEATURES provides alarm protection to windows or home doors leading to potentially dangerous High output 110 d8 instant alarm siren. pool and spa areas. The Safe Pool mounts to both wood or metal doors/windows. • Includes mounting hardware for both When children open the protected door or window more than one inch, the unit will •wood Alarm s undsl s c ontinuo susl until unt sound Its built-in 110 dB high output alarm. The pass/reset button allows entry or reset button isp essedil pass/ exit for adults without sounding alarm, the unit will then reset automatically to resume •For indoor use. protection. • 9 volt AC adapter operation. Pass/reset button provides convenient HOW IT WORKS adult pass-through operation(allows for Simply plug in AC adapter, mount the alarm next to the door/window to be monitored, a 1mpeeswi leeway).UL201 7. line up the magnetic switches as specified in the instructions and the unit is readyfor �Alarm e measuresue s approximately: operation. Alarm approximately: 1 5/8"x 4 3/4"x 1 3/4"deep. 2306 Airport Road Tel:248-673-9898 Unit 496 Pipers Road Tel:4410)1527 520 999 Safety Technology Waterford,Michigan Fax:248-673-1246 Park Farm Industrial Estate fax:44(0)1527 501 999 International,Inc. 48327,USA Tollfree:800-888-4784 Redditch,Worcestershire Free:0800 0851678(UK) info@sti-usa.con 898 OHU England www.sti-europe.com www.sti-usa.com Printed in u.s.A.,®2008,2009 Safety Technology International.Inc. 06/09 • Chain Link Fence Systems ', Chain Link Fences must be a minimum of 48 inches in height(our suggestion use 60"height) and include a top rail. There are two(2)options to meet the restricted foothold recommendations: Option(A)Chain link mesh shall be 1 1/4 inches square(I 1/4"mesh)or smaller resulting in a maximum diagonal opening not to exceed 1 3/4 inches. • Southeastern Wire offers the Galaxy®galvanized(10 year warranty)or Spectra®polymer coated(15 year warranty) fence systems. Option(B)Chain link fence may be provided with standard mesh sizes(2", 2 1/4" or 2 3/8")when decorative slats are used and securely fastened to the top or bottom,and these slats reduce the maximum diagonal openings to no more than 1 3/4 inches. galaWy- . . � ChainLink Option (A) • • Chain Link ^ Option IB) ii l II`t.t.tttltlt•••. 61, ���41 ••*AI* cod •�C a lr t 'lr I.1'�.>*- 111111 ,461. < O vqr, 41 11 1 111 11►•0 < , 1 ► • ttt tt •� 4 . < < < CCCp< .ttt►uiI(1►••.�• • Gates Pedestrian access gates shall comply with fence material requirements indicated above. Gates shall open outwards away from the pool,shall be self-closing, have a self-latching device, and r opt a ki device.Gates other than pedestrian access gates(i.e.: double drive gate)shall have a se f-late n ,r i Gate Hinges Common Self-Closing Devices Gate hinges shall be self-closing and properly installed following the �e:e. manufacturer's recommendations. • Spring loaded gate bingo Sta-Klos closer Common Self-Latching Device Gate Latches • The release mechanism for the self-latching device shall be located at least — J 54 inches from the bottom of the gate. We note that this requirement is more easily fulfilled when using a 60 inch high fence system. Note:When the release mechanism is located less than 54 inches above the bottom of the gate,the device shall be located on the pool side of the gate at least three e`. inches below the top of the gate.The gate and the barrier shall have no _ opening more than 1/2 inch within 18 inches of the release mechanism, Auto-latch (See page 11,fig. 1) FENCE SELECTION GUIDE FOR SWIMMING POOL APPLICATIONS 4 11 i— i �1 j L,/1 I C .. rC- `j J / NIC‘litN., of ele 4 S 0 At b 5 `4.. ,-m LOT AREA ' " 43,585 SQ.FT. J (1.00 ACRES±) g8•_ fig .71 N. TOP OF FOUNDATION ELEVATION=106.0 7 8' iv 2 O co O O r Q- 7 DRAINAGE i 4`LY m EASEMENT/ 0' 40' 80' ■ NOTES: 1.THE SUBJECT PROPERTY IS SHOWN AS LOT 2-130 ON THE TOWN OF DARTMOUTH ASSESSORS' MAP 66. 2. THE SUBJECT PROPERTY IS SHOWN AS LOT 74 ON THE FOLLOWING PLANS ON RECORD AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.): PLAN BOOK 133, PAGE 28 PLAN BOOK 138, PAGE 76 3. VERTICAL DATUM SHOWN IS ASSUMED. 4. THE SUBJECT PROPERTY IS LOCATED IN ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.)OF BRISTOL COUNTY, MASSACHUSETTS, MAP NUMBER 25005C03366F, EFFECTIVE DATE JULY 7, 2009. It ?ICC% 3/Zug M DATE < JAMES R. LARSON, P.L.S. ' SITE BENCHMARK: g - CATCH BASIN RIM '� 1 J iJ �p ELEVATION 100.00 TOWN OF W Rf€2Op pT 3 . €IEC(0 , PLAN A Copy Cf This Endorsed • an Must e kepi On Sfte During Constructici a Date iA- %7 DRAWING TITLE FOUNDATION LOCATION SCALE: AS-BUILT PLAN DATE: PROJECT ASSESSORS' MAP 66, LOT 2-130, WREN LANE DEC.31,2009 DARTMOUTH, MASSACHUSETTS DRAWN BY: CLIENT JRL REBELLO CONSTRUCTION CORP. DESIGNED BY: 120' •CIVIL ENGINEERING P.O.BOX1088 CHECKED BY: SHEET NO. LAND SURVEYING LAKEVILLE,MA 02347 1 OF 1 •ENVIRONMENTAL PRIME NGINEERING TEL:508.947.0050 E APPROVED BY: PROJECT NO. ASSESSMENT G FAX'S08.9472004 JRL 1335-10-01 0:\Survey\PROJECTS\DARTMOUTH\WREN LANE\13351001\DWG\133510—SURVEY—BASE—recoverdwg C'_w>-0-0zU) 36 0 X x X X B. g' g' O 3' 35' 9 3' ' • ® $' ® 8, O 8' 8' O I�° O 8 O 8' , » n X ----- 2'-s" 6 O - 8 I 3 6 cD EARTH - C 2'Re C "RC s 6,°R 2' evRC ^ o t 3'll X 2"X9' - /� 4„ THK, CONCRETE UNDISTUREO o , - DECK, SLOPE 1/4" PER 6 R ; --- 1ts"X O 4'5"XlX VR ALUMINUM COPING -*-.FT. AWAY FROM POOL, -_ st , 40" FINISH '� _ r - 3' ° -'r ,R _ 1 , 1 „ p si 9, �X a, 0 + X 6 ��� i , 40 FINISH Ro DEEP a+> r - 1 0 SHORT DE' BRACE ANGLE O ' , o x o _- Oa o n CO1 p^ I 1 - I o 14 GA. GALVANIZED ,.° 2n x 2" x 1 1 /2 s r. , , n _ , 'L _ r n ° , s n R : ANIZ -0 6 -0 - - -, T4� 0"- - - - - - - - +fl7 -11 - - 9 R n o co 'X9'R STEEL WALL PANEL ° 14 GA. GAL, ED ANGLE f% C5700DS 00 '!. r, „ b ~_>>, n------- -00 '- "------ ! '-0"--6'-0"-- o --- 14'=4'=------ o----,2'-0"------ '- X -i� �`-Q - 6-0- r---- -- .� 12 Q 2L r 8 O `3. + O ao , �I - � 2'L i t 9r• t ,.33 l ry , X I ,I �` o / BRACE ANGLE -1 X O ,�X \/�' ,� LONG DECK » 3 , V i 3�n,. 38� , ' .I ° \ 1 1J2 X 1 1/2 x 55 1/8 �� � F ' '�1, i3' DEEP >> 40 FINISH '6 O n - 3/8"0 A307 MB. � ANIZED ANGLE 8 DEEP r X -- ' " 1 BOLT IN ALL HOLES 14 GA. GALS. 6 , F t ' X O 1 1, � � n T�'A s s OF INSIDE ROW(NEXT TO CS70ODL b , 3, -1 3' .I , „ "a , o o r n 6 X9 POOL} AS A MINIMUM o n 6X9 T ^I I _i .I I tj in////CARDINAL GIMP THREADED R , „ 81 X 8 , " X 8 X 3 n to d `t wt ;n _1 3'-6" o 5/4" X 3/td x 25 1/4 1 2 -6 27 -0 2 -6 " I X ° ( 11 GA, GALONIZED CHANNEL 2'RevR 'RC ' 6"R 2'RevRC i0 0 / 8, 8' g' � 8' 8' 8' e, h ' g° USE 2nd SET OF HOLES ° / m 8 OX 8 h! V Lf o TO ATTACH PLASTIC COMPONENTS AETC,) \\ \ DRIVE "STAKE " „ AREA = 648SQ. FT, PERIMETER = 1046 3/4" GALLONS 24300 _ „ AREA = 510SQ. FT. PERIMETER = 90' GALLONS = 19125 n 9 3 4 XBREVR. ^ (STEPS, SWIM OUT, ETC.)\/ AREA = 648SQ. FT. PERIMETER 104 6 3/4 ,. GALLONS = 24300 6 X � X(]�i'2 5/8"X� V / 1 1 J2 x 1; 1 f 2 x 18 RECTANGLE ® ^ 0 14 GA. GALONIZED ANGLE -ALSO AVAILABLE IN THE FOLLOWING SIZES. REVERSE RECTANGLE CAPRI GRECIAN 18 X 36 PICTUREDV 3'2 5/8'X9'R __ ° CS608DS PERIMETER GALLONS 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: 16° X 32° PICTURED ALSO AVAILABLE IN THE FOLLOWING :SIZES: •• �< � / SIZE AREA(SQ.FT:) � PE " OASIS /// SIZE AREA(SQ.FT.) PERIMETER GALLONS SIZE AREA(SQ.FT,) PERIMETER GALLONS " �_ �, ,Sae J � 12 X 24 288 68 6 3/4 108a0 18' X 36' PICTURED ` ALSO AVAILABLE IN THE FOLLOWING SIZES: �/ , „ 16'. X 32° 512 92'6 3/4" 19200 14' x 28' 390 78' ,4625 ,� ° 14 X 28 392 806 3/4 14700 T NS SIZE AREA(SQ.FT.) PERIMETER GALLONS 2 BOTTOM ; , ° ° "' ' Z 16° X 32' 512 92'6 3j4 �� 19200 TYPICAL ALL CONPIGURA 10 20 X 40 80O 116 6 3 j4 3OQ00 18 X 36 646 102 24225 1. BRACING QUANTITY AND ° 36' S76 900°6 3/4 21600 � - 16' X 34' 540 8T11" r 20250 MATERIAL . ° a 16° X n 40'-0" » 20° X 40' 800 105'2" 30000 � / 6 CONTINUOUS 18 X 40 720 112 6 3/4 27000 LOCATIONS TO ADJUSTED FOR 6"RC 8` X 8' X 8° X 8' X 8' 30000 LARGER POOLS AND ACTUAL STAIR 6RC f j� CONCRETE COLLAR L� 20 X 40' 800 116 6 3/4n END VIEW ��% % 20' X 44 880 124 6 3/4 33000 SELECTION. >. s + ,,'+ter o >� a , , 36'-0" 8 �fl Ox X °,,D,3� g' X SHORT ANGLE o. X 4Q -0 a F ® 6 �X n n „ to ° O R X X X >> ; ` , �' a n '3f4"X32'R, 2"x SN 16" PATIO BLOCK 1 1j2 x 1 1/2 x Z4 0 8 3f8X10 ,O O O ^I R ,3�. 2 0 TYP 14 GA. GALVANIZED ANGLE TYPICAL DEPTH AND o �� O �'r.' `\no i � AT EACH PANEL JOINT CS606SA (- � P i C I X 0: I `J _i , r, AND CORNER FOR BRACING INSTAL.. ^ li, , X 6 2 5/ 9 R d. a 6 6.. X9 R LEVELING, AT a 1 ' ANGLE INFORMATION �2'L —Q»----s'- "--- ----- �°==- ° -¢ --- R o DETAIL _ o ' , \\� 0 1} �" 13 0 X s , I t CONTRACTORS OPTION NOTE: BACKFILL TO BE SAND, GRAVEL _ r7 O I I b CID, X OR OTHER NON EXPANSIVE MATERIAL , O w 'X R \O� q + 4'-0" VARIES 4,_0" ® - i . t o m ^, ^I rn r i i I t O 8' DEEP X ( >> ' �, n 6X9 I p w n I . > t a 8' ! _ I X9 R 2" CR COPING . 40 .FINISH >, ° "' . X01 - / N i i , - g' ,� + M o� 4 -0 6 -0 -- -- -- ._,. ._:: ._ _ 12 -0 — �-- �_ I I 5 E- iTYPa R i � i ,- � a a t Iv , 0 , , 1/4, a O ! t O 1 1 , " e.. , n .' ( >> 18.5n Dla t x I� ° ° _ a $ 2 5/16 Uj O. i4 , „ I- -- -- -- -- - 11 -t--------16 —a --------- n —4 ,.�.: ^ >: 9 �, - X O�' tx I _ -0 - -$ -o ---� _ 14 fi 1 T i p ?¢ �i >> tlnturn ^i _I _1 _i L I M X ° o �� , �' , n R, I ANGE a r O , , 4 1/8 °+, F n �+ , � an It3 1t7 ,� to ,� � p X RLT i cO r I _I F -SIDE VIEW � 6"RO g, 8, 8 6 j ,, �\ 'X9'R 1 .I , i of i ,1 �• �+ ^I + X N o - 1 �/ ® (�X � O ao � � R � 42 ' DEEPS' ; ' v�'= ; ' s, f ' ' AREA = 864SQ. FT. PERIMETER = 139'8 1/2" GALLONS 3240 ; 40" �umsH X '8 1/2" 'RE I ° R - O s I © 41 n X5 R to, O �� X 2 5/8"X9'R " 10 1/4 5I1/4 ° 1 21, x R O, I TRUE ELL , x 6 2 5/e X9 R x 0 6 X5 EVR 18' X 40 PICTURED ALSO AVAILABLE IN THE FOLLOWNG SIZE Ss i O ° ' 4,_o"_d� 14 -0 VARIES X; X �X'�j VARIES SIZE AREA(SQ.FT.) PERIMETER GALLONS 8 ,� ��� , TRUE KIDNEY To j ° R O 9 i" X UNLESS NOTED OTHERWISE v n , 6 18' X 36' PICTURED ALSO AVAILABLE IN E FOLLOWING RISER — HANDRAIL JIG SLIDE �,vcTME PANELIR FACE X / 16 X 38 728 127 8 1 /2 27300 THE NG SIZES. I ` TOwARc. } SIZE AREA(SQ.FT.) PERIMETER GALLONS i CS100HJ TO THE FRONT OF THE AREA = 7815Q. FT. PERIMETEi 118' 1/8" GALLONS = 2928 C 1 » 22' X 41' 966 106 9 3/4" .20175 6 2s i TYPICAL HANDRAIL SLOT + EN Mou TING. CELEBRITY RIGHT �� „ 6 RC1 8 X 2 6RC / ° AVAILABLE IN THE FOLLOWING SIZES: 14'-0 X 28'-0" X 12°-0" 6>_ MOUNTING 20' X 40' PICTURED ALSO SIZE AREA(SQ.FT,) PERIMETER GALLONS GRECi S e Trane � o `X 16° x 32° 528 93'9 1 /2" 19800 X 16' X 36' 651 j07'2" 24413 ®s' nl 'R INSTALLATION NOTES: TYPICAL LADDER 1. THE BASIC DESIGN OF THE POOL IS " n 6' steel 5ta � MOUNT �- n as is 6 /g»Xg,R fix �r PREDICATED ON A TYPICAL INSTALLATION 43 -7 10' Plastic Sit Ste %6' '8"Y,9'R n s� �,, p .I 1 9'R BEARING IN SOIL NOT CONTAINING 1.R ,� N. ^ o, �'_ OX ORGANIC CLAYS, PEAT, HUMIS OR HIGHLY , 8' 29 -a 8' 4' T-------12'-O"--_----r y--9'-Q"--1—q '� `� I g X X X 6. o ,O� to 1n EXPANSIVE SOILS. IL o 1'xYX149' g' 8 Plastic St i o x 9 x a r'j , on 6,_on _.. . _.. " 2. INSTALL A 6 THICK CONCRETE COLLAR .1 �y, 12 S eel Stair 8 Steel Stair vI tc ° J c o� --� -- --- - 12 -0 AT THE BASE OF THE OVER -EXCAVATION 03 N T s'xs'R o N 00 Y R �s R AREA AROUND THE FULL PERIMETER OF i � X 8' h N q Q Fn in in ;n ;� _I is o THE POOL SEE „x» STAIRS — .> �° 3. BACKFILL WITH CLEAN EARTH FREE OF o g' DEEP . o� _1 N br ROOTS AND DEBRIS IN 9" LIFTS EACH co n _ -t_ n 9----r-14 -0 �------- $ -19 -5------------- 21 6"RC 36 -6 , „ 0 tJ2"X9'R 6'X I 1 X 9'R' -0 6 0 -- >�, ------ i .,' s g 32 -o $ X g » 4' /2'X9'R 3'4 3/4'X9'R LAYER TO BE PUDDLED AND CAREFULLY 6RC X 6RC X Ox 6 s'R 0x x s TAMPED TO ELIMINATE VOIDS. 5, 5 '� 1/2" o s OX OX 4. CONCRETE WALKWAYS ARE TO SLOPE I _ - + 5' 6 >'� R STRAIGHT WALL KIDNEY AWAY FROM COPING AT 1/8 PER FOOT 40" FINISH X �� a ,> ; 4014,17 " FINISH 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: OR STEEPER. , SIZE AREA(SQ.FT.) PERIMETER GALLONS -1 -- - , -.- -- . • F x - �. ►CilS POOL rA :tvOT BtN DESIGNED X1 X21;1 , 8 O I > i 16 X 32 512 82 3 19200 a 22' X 41' 904 10618" 33900 FQR SURCHARGE LOADING. _I 6. GRADE SITE AROUND POOL AND USE 6"RC g° g' T + oD ° , n , n .O , " _� _ - , n 24'-0° , X s RL -0 - 6-0- —"1 1- i --12-s ------ g° INERT BACKFILL TO LIMIT EQUIVALENT X s FLUID PRESSURE OF RETAINED SOIL TO 30 + 8 DEEP , ., g , AREA = 738SQ. (T. PERIMETER 118 GALLONS 2767 r2.� , 5' E ory t X UCABLE I T I P/cuft OR LESS. O .. LAZY ELL X »R 6, 7. SOIL TO HAVE A MINIMUM BEARING - ALSO AVAILABLE IN THE FOLLOWING, SIZES: n >> 18 X 43 PICTUREDCAP. OF 2000 P.S.F. o ,FT. PERIMETER GALLONS p _I ; `>` 5' APPLICABLE COMMONWEALTH APPLICABLE STATE OF'CONNECTICUT CODES APPLICABLE STATE IF NEW YORK APPLICABLE STAT 6. LOCATE TOP OF POOL AT LEAST 6" 149' SIZE AREA(SQ. ) CODE DATA OF VERMONT coy ABOVE SURROUNDING LAND ELEVATION. ° 106' 22200 OF MASS CODE DATA 20' X 44' 820 122° 3075o s°RC 8' X a' X s' X 8, "Rc § 2003 INTERNATIONAL BUILDING CODE AT — POOL INSTALLATION TO portion of the 2000 INTERNATION BUILDING CODE - 12" „ x X 4, AREA - 657SQ. FT. PERIMETER 103'3" GALLONS = 21263 CONFORM TO APPLICABLE 2005 STATE BUILDING CODE WITH MODIFICATIONS AS ADAPTED VERMONT FIRE GENERAL NOTES: 12 8 8 8 N GLE ROMAN END CODES INCLUDING: STATE OF CONNECTICUT AS "BUILDING CODE OF NEW YORK PREVENTION AND — — — SI � COMPONENT NOTES. s , `_ ' 6' 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: § 2003 INTERNATIONAL RESIDENTIAL CODE STATE" SPECIFIC REQUIREMENT AF BUILDING CODE , — � 8 SIZE AREA(SQ.FT.) PERIMETER GALLONS §Commonwealth of portion of the 2406.3 GLASS AND 3109 5 1/2 1. ALL GUAGE STEEL 'IS FORMED FROM MATERIAL CONFORMING � N 16' X 33'. 533 9 ' 19988 Massachusetts Building 2005 STATE BUILDING CODE -1996 NBC WITH „ 22sj TO ASTM A-525 WITH ASTM A-165 GALVANIZED COATING. •O c�I g ENCLOSURES TO BE MET. 20' x ao' s,o 115'3" 30375 Code STATE OF CONNECTICUT STATE ALTERATIONS 1 -0 1/2 2. ALL STEEL ANGLES (PANEL STIFFENERS AT FRAME BRACES -' ! �'LO 8' DEEP ��>, + _--- V n § 780 CMR ((Sixth -Edition) § 2003 INTERNATIONAL MECHANICAL CODE - SECTION 504.3 OF THE -1997 NFPA-1 & ARE MADE FROM MATERIAL CONFORMING TO ASTM A-525 > ' 4 >> C- 35 -11 § 421.0 Swimming Poals § 2003 INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY 1997 NFPA-101 �`LO u' 16' ROMAN END T N..,ITION WITH ASTM A-165 GALVANIZED COATING. 31' LAZY ELL TRANSITION m Q� �,' � a X `> - -'- -^I X 8' X 8' 32 X e' X 4' § 1999 NEC ART. 680 § 2003 MODEL ENERGY CODE CONSERVATION CODE DEFINES VERMONT ENERGY 3. ALL BOLTS AND THREADED COMPONENTS ARE O 0 ca o® �. ', 6'-0"-------14.-t' =-------°r---12 -3 ------ g, NEC 2005 NATIONAL ELECTRIC CODE SWIMMING POOL ENERGY GUIDELINES � ,- 2 L �; -3 ,,10-- I » § - CONSERVATION MEASURES To -200o IECC AND' MANUFACTURED FROM MATERIAL CONFORMING TO ASTM Q ao Boom 1 4 o MATERIALS TO CONFORM TO: § ICC/ANSI A 117.1-1998:ACCESSIBLE -r3� `33' + CONFORM TO" THE LATEST ASHRAE 90.1-99 — — — — A-307, A-563GA, AND ARE ZINC PLATED. © - 00 3 X2 x2 ) _i � AND USABLE BUILDING AND FACILITIES 4 -'` t X ' 3' REINFORCING STEEL -ASTM APPLICABLE VERSIONS OF "NEC VERMONT 4. ALL WELDED JOINTS ARE COATED WITH AN ALUMINUM — °- lyl i 40" FINISH ' " § § 1997 FNiPA 101 LIFE SAFETY CODE 40 FINISH DEPARTMENT OF F/ � z 1 6 .RS�0, ,^� ` ; X A615 GRADE 40 § 2005 NFPA-70 NATIONAL ELECTRIC AND ANSI A117.1 PAINT AFTER WELDING >L Q §WELDED WIRE MESH -ASTM CODE HEALTH REGULATION — — -- — Q 400 X a; F, FOR WATER QUALITYONFORMS TO THE. 5, 5. WALKWAY TO BE 2000psi COMPRESSIVE STRENGTH BY — — — — — _ < 'I 6' _10 >'> DECK CONCRETE - ACi 301 MATERIALS NEW YORKTHIS POOL CSTATE SANITARY CODE VERMONT =?39, DESIGN. �° O- U- ' n n _ ^ '_ „_ DEPARTMENT OF 3'x'R -0 - 6-0-----14 0 a��-------11 11"--- -- § - 3000 PSI, DECK §REIN ORCING STEEL-ASTM A615'GRADE (CHAPTER 1, SUBPART 6-1.29, PUBLIC SAFETY ° " x 8' 28'- x 8' 4' 4'-3" X 3 40 Nov. 5, 2000) REGULATIONS 1 -2 1/2 I 8 DEEP § WELDED WIRE MESH-ASTM' A185 ,x#*#* a r *>k* x 18' ROMAN END TRANSIITION DECK CONCRETE-ACI 301=3D00 PSI DECK AREA = 675SQ. FT. PERIMETER = 100' GALLONS = 25313 6'X 'R + l — — 211" GRECIAN IS' x 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: i I 31° LAZY ELL T.ANSITION SIZE AREA(SQ.FT.) PERIMETER GALLONS 9 6' X 32° 536 88' 20100 ENTRAPMENT AVOIDANCE ALL STATES ALL POOLS 16' X 32' 60E 96' 22575 X 8 X 8 X 8' X 4 AREA = 645SQ. FT. P'ERIME R 99'5 1/4 GALLONS = 24225 18' X 40' 74? 108' 28088--------�-- SINGLE ROMAN END w 2' RADIUS CORNERS GRECIAN CORNER 21' x 40° 83� 108 31425 � ALL SUCTION OUTLET SYSTEMS MUST BE EQUIPPED WITH A MEANS TO PREVENT SUCTION 5" ANGLE 18' X 36' PICTURED - ALSO AVAILABLE IN THE FOLLOWING SIZES: ENTRAPMENT. IT IS ESSENTIAL THAT ;THE BUILDER COMPLY WITH ARTICLE 9 OF THE 239' 270' TRUE ELL TRANSITION SIZE AREA(SQ.FT.) PERIMETER GALLONS 21' X 40' 851 113-9 3/4" 31913 ANSI/NSPI-5 "STANDARDS FOR RESIDENTIAL POOL" 2003, AS WELL AS ANY STATE 'AND LOCAL 2'-2 1/2" `„'s N LAWS, REGULATIONS AND ORDINANCES. APPENDIX G OF THE INTERNATIONAL RESIDENTIALon CODE HAS BEEN ADOPTED IN SOME STATES. INSTALLERS SHOULD CONTACT LOCAL AND/OR 2a° ROMAN END _ a�PI�2o0 STATE CODE OFFICALS TO DETERMINE WHERE THIS APPENDIX HAS BEEN ADOPTED. GREC*1 to BENT ®,`�'-T ,n r--------15'-2"---------T »' „ „ CS903FC CORNER INSERT - 1.. t 35 -9 22 -10 X 15 -8 —T 6 RADIUS 36'-0" 9' Radius Steel Step 28'-0" 7/8"X9'R _ 6'X9'`� 27 -0 8' 8 8' X CS902SB 6"RC X X X 6-RC X X ^ ni O S" RADIUS 11- 5°X °2 t 2" 3'6' 40 FINISH CORNER INSERT I T CS90OGS / > > `> o X239' 1�2) > \' o ¢"X15 %2" a' 9 R GRECIAN I ANGLE r X23 ° (X2) ^ c >>� 'R V 8' x 7'6" Radius - - - JOB NO `0 'R t -1 .'X226° L` FIBERGLASS 'p. , 6 8 , � coC, / Plastic Stair - - STEP UNIT " � >� i 9 �0 C59025A > n, 40FINISH X Ri ; 40" FINISH 0 ., �, , a , TYPICAL CORNER , ,/2" x , ,/2" DATE X `• F >` c ,ia 8'Rn Stop 26 X9'R _ i , o SQUARE CORNER ANGLE > n X X, n I INFORM a of 8' x 9' Radius o X o o r o ,'L CS9O2SA _ e� � '� n " ---- ' "----__ Plastic Sit & Step 1 3'X7'6"R ' , 0" 6°_0" o------14'-'W------ 0°----11,-9"--- - 'XT6"R n n ---- n 1 -�-- n . \� AS N®'1°�i� -°_-----14-D.------- - 12-Q _ - -- - 3'L - -0 - 6-0- rL: 16-2------- 12'-3 /----- 1 1 2 x 1 1/2' INFORMATION J SCALE v g'RL �.- 0 r X9'R ao �� ; >, cJ; , ! , X v 0 -- "- 8' Steel Stair / CORNER ANR'LE \ ' PEEP ?� a i , O\ , - O ® 8' DEEP �� 3 �� i ,� N �' 8 S> 8 DEEP SQUARE 2 F ® t o; � ,.3'b, � , � ,,,' .� r„ - DRAWN BY : X try X 1 t O" 6' 6"R �, • n `+ �'� , �`I' X9'R 2'1 2"X9'R >\ F r » on o 6 8' x 7'6" Radius ' 6"X5 1 4» C d;,' X b i i , O q �q .� 5"X1'2 1/2" Plastic Stair d + >> X239' (X2) 6'X9'R "RCX239' (X2) 4 1 /4"X6 3/4° 8 $' 8' 3'6" n ell 6"RC 8' X 8' X 8' 3' X242' (X2) g' X 8, X 8' 36 -6" L^J n ''13 ° 6 GALLONS = 2430 s� „ 8 i 9 Radius N FT. PERIMETER 96' " 0 - - - - - - _ , n = Plastic Sit &Ste AREA = 648SQ. • 12 -9 ------ P i ' n AREA = 644SQ. FL PERIMETER 94 3 5/8 GALLONS = 24150 AREA 693SQ. FT. PERIMETER 101 5 GALLONS 25988 DOUBLE ROMAN END 76 Radius Steel Stair MARTINIQUE ' 18' X 36' PICTUf ER - ALSO AVAILABLE IN THE FOLLOWING SIZES: DOUBLE ROMAN END : W/ 2 RADIUS :CORNERS FT. PERIMETER GALLONS , 18' X 38' PICTURED ALSO AVAILABLE.IN THE FOLLOWING SIZES: SIZE AREAS: ) ° 18 X 36 PICTURED ALSO AVAILABLE IN THE FOLLOWING SIZES. � °;tb 16' X 33' 537 90 20138 SIZE AREA(SQ.FT.) PERIMETER GALLONS SIZE AREA(SQ.FT.) PERIMETER GALLONS ' ' , n �`I 20' X 40' Soo 108 6 30000 ° n 20 X 40 770 107 6 28875 � 21 X 40 840 107 3 4 31500