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HomeMy WebLinkAboutAbove Ground Pool TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2004-0430 Date: 15-Jut-2004 Map/Lot: 030/043-038 Owner ID: 67000 Project Location: 9 AMANDA COURT Unit: Job Description: ABOVE GROUND POOL Owner Name: Christopher and Kelly Beams Tenant Name: N/A Careof: 9 Amanda Court Uncasville CT 06382- Telephone: Contractor Name: Property Owner Telephone: DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $3,150.00 Building Fee: $32.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code w/2000 Amendment Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $158.00 Electrical Fee: $8.00 Construction Type: 5B Total Value: $3,308.00 Penalty Fee: $0.00 Permit Code: R8 C of 0 Fee: $10.00 Comments: Plan Review Fee: $4.00 State Ed Fee: $0.53 Total Fee: $54.53 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. ❑ Footing - Prior to pouring concrete ❑ R Plumbing and leak test ❑ Backfill - Footing drains and waterproofing ❑ R Electrical ❑ Concrete Slab - Prior to pouring concrete W Elec Trench - with conduit installed ❑ Framing ❑ Electrical Service CRS No: 0 ❑ Fireplace Throat - One flue above throat ❑ R HVAC ❑ Chimney - One flue above thimble ❑ Gas Piping and leak test ❑ Firestop Draftstopping ❑ Final Inspection ❑ Insulation Certificate of Occupancy Buildin Official's Approval: STATE OF CONNECTICUT ~yy J DEPARTMENT OF PUBLIC SAFETY l~ ; 3 DIVISION OF FIRE, EMERGENCY & BUILDING SERVICES ; OFFICE OF THE STATE BUILDING INSPECTOR -j July 11, 2003 rk~NSr ~ a - fur CERTIFIED MAIL-RETURN RECEIPT Mr. Christopher Beams 9 Amanda Court Uncasville, CT 06382 RE: M-866-03 9 Amanda Court Uncasville, Connecticut Dear Mr. Beams: I have reviewed the referenced request for modification of Section 421.10.1, of the BOCA National Building Code/1996 portion of the. 1999 State Building Code, which states in part that all private swimming pools shall be provided with a barrier. It is my decision to deny this modification, without prejudice, that proposes not to install a . barrier. around a `new swimming pool. This decision is based on the fact that no hardship tics been demonstrated where compliance with the minimum requirements of the Building Code would entail practical difficulty, nor has it been determined that the requirements of the code have been adjudged unwarranted. Pursuant to Subsection (b) of Section 29-254, of the Connecticut General Statutes, any person aggrieved by this decision may appeal to the State Codes and Standards Committee within 14 days after mailing of this decision. The appeal process may be implemented by written notice of intent to appeal mailed to the State Codes and Standards Committee at the address below. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. ristopher R. Laux, AIA State Building Inspector CRL DT:pm cc: Vernon, Vese , Montville Building) Official ; Telephone (860) 685-8310 1111 Country Club Road P. O. Box 2794 Middletown, CT 06457-9294 http://www.state.et.us/dps/DFEBS/dfebs.htm An Equal Opportunity Employer I I I I STATE OF CONNECTICUT DEPARTMENT OF PUBLIC SAFETY FILE # OFFICE OF THE STATE BUILDING INSPECTOR P. O. BOX 2794 MIDDLETOWN, CT 06457-9294 TELEPHONE: (860) 685-8310 FAX: (860) 685-8365 REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE FOR OFFICE USE ONLY N d Location of Building 9 manr~~ No. Street SV I le G ~(n3 Town State Zip 2. Building Owner. r~r Q~ 3. Applicant's Name C~0ris4cgd2A,. Q~ s Telephone 6~y?_ la Tr3 Applicant's Address AIt 4w a C'- (Include Finn Name if ~5i/dl ©r0~ , Applicable) No Street Town State Zip Name of Person to Contact riTelephone Ctr (For information if required) ~j Cam{ 4. A. Date of Application for Building Permit wing B. Applicable Code (Title and Date) q 6, 60cA 5. Use Group A. Was there a change of occupancy: ❑ Yes L~J~To B. If yes from t,1 1A to 6. Building Construction Classification r yU e~oL 7. Square Foot Area ofBgiWing (Total) - (d ~CLd~c.P 5~ Maximum Square Foot Area per Floor jqllm-p 8. Number of Stories 9. CCh pk Applicable Designation: td'New Building ❑ Existing 13 Addition ❑ Other (Explain) 10. Fire Protection at subject premises (Check appropriate headings) ❑ Smoke Detection ❑ Heat Detection ❑ Sprinklers ❑ Extinguishers ❑ Standpipes 0 Other (identify) - REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE / Page 2 11. Describe alarm system(s) at premises 12. Building Code Section that modification is requested from a 13. Modification Sought 9 OAJ ~j p r n J -t-n r rQ 412 r ~ ~a r~ ; ~a e 1 6h I~ ~h r ar a 04 h 14. Applicant's Signature w Date Signed -7 15. Important Requirement Failure to provide the following information will delay process. The Building Official must comment below on the modification request s1per Connecticut General Statute 29-254 (b). *Note: Must-be signed by Chief Building Official, Acting Building Official or Provisional Building Official. g ❑ Support Request 9 D Not Support Request The decision on this request is left to the Office of the Sta 13 Please contact the undersl to Building Inspector. geed. Building Official's written comments, if desired. horr., pt/Cl9w7-- 41,4 7_- GU « ~i~r >v~s .tlo r %o Building Official ( rinted) Town * ilding Official Signatur Date Signed Building Official's Telephone Number Best Time to Cont ntact MODAPP Rev. 8/21/00 Town of Montville Residential Pool Plan Review Date: V LY Zsx~~-I Job Address: 9 AmAAjoA Cov1L'IT Job Description: We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263, your application is being reiected for the following reason(s) that are checked-off or commented on: • Supporting Documentation Door(s) to be self-closing or alarmed Plans are to be drawn to s cale i ncluding d imensions o f rooms and Deck plans required spaces and all framing information (112.1) Piers - size, material, depth below grade (minimum 42" required) Building permit application not completed, signed, dated Indicate joist hangers at flush framing and ledger Permitfee$ Stairs, handrails, and guardrails _540..6_S Direction of framing Worker's comp. Affidavit or worker' comp. Insurance Beam spans, size, species, grade Copy Contractor's registration or license Construction permit sign-off sheet Framed openings Street address of project on all drawings and documents Joists - species and grade (minimum Fb and E), size, direction, and Engineering data for pool spacing Pool alarm affidavit Joists over-spanned Field set of approved plans need to be picked up from our office Headers/beams over-spanned • Electrical Plan(s) • Plans Site Plan Time clock required Pool pump outlet location Property lines not provided General purpose outlet location Distance from property to structure Wiring method not provided Structure dimensions Wiring type not provided Driveway Bonding of metal components Topography (existing and proposed) Proposed utilities Wetlands and flood zone limits and elevations • Mechanical plan(s) Plans LP-gas tank size, location and piping Pool barrier not proper Manufactures data for equipment Pool sidewall support brackets not protected Comment M C a L aF G Ati.l NoT Fe l.ys r-a.t ~t ~ IN C cW Dy 1 T Arip ~ T D oas rJo r N AW- ding Official Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville, CT 06382 Fax. 848-7231 Pool Permit Application Form Permit # 266ove Ground 'In ground F-] Efectricaf Deck Tool heater Mot Tu6/Spa Other Job Address A VA 0 P d"a 'G AI Ft (Number) (Street) (Unit) Ownera,lrt ,-~W4 er g@aG S Mailing Address o t Ajtox n C-u-(-+ City_U a CQ'So llf, State I Zip ~jGN, Tel `i / J Contractor Mailing Address City State Zip Tel Contractor's License/Registration Type & Number Exp. Date I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Separate applications are required for electrical, plumbing, mechanical, etc. Owner /Agent Signature 4 Date Construction Value Fee Building $ /sv $ %Z^ Plumbing $ $ Mechanical $ $ Electrical $ ~,,t4 $ g Certificate of Occupancy $ /0- Plan Review Fee $ 4- State Education $ o ,,S'3 Total $ 3, say $ -64-53 (See 1§verse side for additionafrequirements) Town of Montville Building Department Receipt ,a Date 0 No. 4 0 From: Job Address: da~1 /~~1 !fie^t C ~k l Amount Cash Ch, Check # (Circle one) M- Rccc►vcdby Permit #:F> 2_doi4 w ;t. STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Pronnetors (Conn. Gen. Stat. § 31-286b) Property located at: (M r-a cA-r+ ]f 9 In the town of -(14 CD25 ! _Ptoet-hJi Name of building permit applicant: STc~T l Please check one: 1. ✓ I am the owner of the above property. 2. I am the sole proprietor of a business. 2A. Name of business: 2B. Federal Employer Identification Number (FEIN) Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2. VI intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. ---Affidavit I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of 200J. (Notary Public/ ) JUDY A. LAROSE NOTARY PUBLIC MY COMMISSION EXPIRES AUG. 31,2M8 Town of Montville Building Department 848-3030, Ext 382 RESIDENTIAL SWIMMING POOL CONSTRUCTION PERMIT SIGN-OFF SHEET Property Address Job Description: ©ive qrow 0- 104AA00 The applicant is responsible for the completion of the form, no permit will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030, Ext. 339 Approved No Permit ❑ Permit ❑ Required Septic System Date Approved No Permit ❑ Permit ❑ Required Private Well Date WPCA DEPARTMENT 848-3030, Ext. 376 Approved No Permit ?a)O~ ❑ Permit Required )~_Municipal Sewer Date Building Trap ❑ Outside ❑ Inside Approved No Permit ❑ Permit # ❑ Required Municipal Water Date LANNING ZONING DEPA MENT 848-3030. Ext. 379 In-Compliance No Permit , - - ❑ Permit Z0 El Required -z 12- 7 Zoning Ake In-Compliance No Permit ❑ Permit [ Required Inland-Wetlands Date ti Town of Montville Swimming Pool Alarm Affidavit Job Address 4,61 a Court (Number) (Street) (Unit) Owner C-~ v~kt f 8-Cc M5 Mailing Address 9 A m ada Cmmr~City ('10 E 1 CT Zip d Wi Tel ~^cry~,.~ State 6 / I, hr15- ~ her 8 e cdq.5'' , owner of the above referenced property, hereby swear and attest that I am aware of the requirement for a pool alarm to be installed in the pool to be constructed at the above referenced property. Further, I am aware that the alarm must be installed and functioning at the time of the Certificate of Occupancy inspection for the pool. G~ / /Ro7/,qy Signature) (Date) Subscribed and sworn to before me this day of j-n,4/, , 200Y. d (Notary Public/ one ou JUDY A. LAROEE NOTARY PUBLIC W COMIMISSION EXPIRES AW. 31, M The alarm was inspected and operational on; (Building Inspector Signature) (Date) m, 771M A PooleyeT"' swimming pool alarm/ monitoring system helps make your swimming pool a safer plate. Built using the most advanced - subsurface detection/notification technology, Pooleyell is an integral part of a multi-layered pool safety program. uses a patented subsurface wave detector - All PooleyeT" systems have been engineered to eliminate false the most reliable technology available alarms associated with wind and rain, yet will detect objects in . the pool as light as 15 Ibs entering the water. Under water, the rudder switch inside the protective cage floats All systems come equipped with a powerful 120 dB siren, auto vertically and undisturbed by wind or ram on the surface low-battery check, auto reset, all installation hardware, and simple (primary cause of falsedarms). do-it-yourself instructions. When an object enters thee, water, therudder switch is Pooleye'll inground pool alarms also come with convenient air and moved off center by the action of the underwater wares. The water temperature monitoring, and an additional remote alarm alarm triggered. for inside your home. The remote alarm can be wired to activate _ = S • your home security system. PE- FOR ABOVEGROUND POOLS FOR INGROUND POOLS a I M11 POOLSIDE CONTROL UNDERWATER UNIT POOLSIDE UNIT REMOTE UNIT • Mounts Under Top ledge onto • Adjustable Sensitivity • Deck or Ladder Mounting • Power and Alarm LED Indicators Outside of Pool • Fully Waterproof Construction • Electronically Adjusted Sensitivity • 100 dB Alarm Siren Alert • On/Off Switch with Audio • 120 dB Alarm Siren • 120 dB Alarm Siren • Built-in RF Channel A or B Select Indicator and Battery Strength Automatic Reset in 3 Minutes • Runs on 1-9V Battery and 1 AA • RF Range op to 100 Feet Check * One Unit Covers Pools up to Battery (not incl.) • A/C Power Adaptor • Uses 4 AA Batteries (not ind.) 28' Round • Power Check Test Button (UL/CSA/CE Listed) • Power Check Test Button • Automatic Low Battery Chirp • Back-up 9V Battery (not incl.) • Automatic Low-Battery Chirp • FCC Approved • One Unit Covers Pools up to 18'x36'* PE. 18 A'1 A'I ELECTRONIC OUTDOOR SECURITY SYSTEM TM tl . FOR MORE INFORMATION CONTACT: « Meets or Exceeds All Barrier Codes • Childproof Program Your Own Entry Code (I~ Q ESQ p • 'Do-it-yourself' Mounting Hardware gas. • Installs on Wooden/Metal Gates and Glass Doors R--~ • Extra Loud 120 dB Siren ry t • Automatic Reset - System is Always Armed g POOLEYE/YARDGUARD PRODUCTS ARE: k C Ei~ • Dual Mode - Security Plus Convenient Exit Panel Conforms to certified to Csa UL STD 464 (22.2 No.205-M1983 These products are not a life saving devices. They are. aids to a multi level pr l CFG -.r J t v.. •:.i ! . - I : _I HOFFINGER INDUSTRIES 52" LOMART ROUND POOL STRUCTURAL CALCULATIONS By: Kelly Lockwood c~ Checked By: Vick Gardezi, P.E. Approved By: Steve Sylvest, P.E. REV 0 September 22, 1998 HOFFINGER INDUSTRIES LOMART ROUND POOL The engineers stamping the calculations for the particular state are a member of our department, were involved with the structural design, and thoroughly reviewed the final package for conformance with the applicable codes in that state. a FN~:rrrrn,~r M 1 r ;ar. Z~ C~13TE REV 1 September 22, 1998 By: Kelly Lockwood Hoffinger Industries 40471-001 Chkd: 52" LOMART ROUND POOL September 1998 ASSUMPTIONS & CRITERIA CODE The National Pools & Spa Institute code, The American National Standard for Above-ground Residential Swimming Pools, has only one section (4.1:1) on the structural requirements. The only mention is a minimum factor of safety of 1.7 against the yield strength. There is no indication of load factor, resistance factor, compression or shear strength, or the type of analysis - elastic or plastic. The three major building codes, UBC; BOCA, and SBC are silent on the structural requirements for residential pools. ANALYSIS We computed the forces without any load factors. The nominal strength of the elements was computed per the UBC Cold Formed Steel section, adapted from the AISI specifications. The ratio of the two yields a factor of safety against "collapse'. The attempt is made to keep this ratio higher than 1.7. The design of miscellaneous attachments, viz: stairs, railings, etc. is not within the scope of these calculations. The supplier of such items is to certify any relevant and applicable code compliance. GRAVITY The pool is analyzed for gravity loads only. Weight of the structure in comparison with the water inside is negligible and therefore ignored. FROST HEAVE Frost could potentially create minor differential settlement and/or heave. Such movement of the base of the pool is considered not to cause any structural damage. CORROSION The design does not include any corrosion allowance. All elements are galvanized. WIND Based on engineering judgement and inspection, the wind force will not govern for the design of the'support structure. Therefore, a detailed analysis' is riot carried out. SEISMIC The structure is not designed to resist seismic forces. It is assumed that if the structure were to "collapse" under the full seismic forces, the failure would not pose any threat to life safety, in typical use. For the non-typical case, in a high seismic region, where a "collapse" could threaten life safety, or if required by the building official to account for the seismic forces, for issuance of the permit, the design shall be submitted back to the designer (Walk Haydel) for checking and modification as necessary. SPECIAL LOADS For other loads, viz: waves (generated under normal use), or someone leaning against the rails, our engineering judgement suggests that these loads are not critical for two reasons: 1) The loads are transient; and 2) The structure has some overload capacity (reserve capacity after the application of full gravity loads). Walk Haydel General New Orleans BY: KELLY LOCKWOOD HOFFINGER INDUSTRIES 40471-001 CHKO: LOMART ROUND POOL SEPTEMBER 1998 27'-0" - f- {3 ~ J i N U Z ~ Zj 1 TYP PLAN AND SECTION WALK HAYDEI I . 1/4=1 NEW ORLEANS PLAN . BY: KELLY LOCKWOOD HOFFINGER INDUSTRIES 40471-001 CHKD: LOMART ROUND POOL SEPTEMBER 1998 ce. w ~ I- w z z w U J z J O O O a O I I ~ V 07 J 8 ~ Q J J 3 POOL WALL J DIA THICK p 27' max 0.017" a m w O \ a co i- II IIiII I Ilili 11III O TYP POOL WALL SPLICE WALK HAYDEL 1/2"= 1 ' NEW ORLEANS SPLICE T By: Kelly Lockwood Hoffinger Industries 40471-001 Chkd: LOMART ROUND POOL September 1998 DATA T 7 62.4• pcf h 52• in 0 P P y- h p = 270 • psf T 27' POOL Check bottom 1 ft section at splice WALL dia 27-ft F Y:= 55• ksi T p•dia•1•ft 2 T = 3.7-kip 17 t -f-o00-in W:= 1.0-ft 1 0d bolt = 4 • in An (W - 8-d bolt)'t An = 0.17•in2 T Tn:=An-Fy Tn=9.4•kip n =2.6 f - SPLICE BOLTS 1/4 ~ M.B. (A307) dia 4 in n• dial A 4 F v 27• ksi LRFD Table J3.2 V n1 8•(A•F V) V n1 = 10.6 -kip 8 bolts Check bolt bearing F u 1.2• F Y assume F. / Fy V n2 8• (2.4• dia• t• F u).2 factor 2 for the folded edge V n2 = 10.8 • kip Vn min((Vn1 Vn2 Vn = 10.6-kip Vn =2.9 T Walk Haydel page 1 plice- New Orleans 2-1 52.MCD Pro rty jine N W t0 t0 ° 71 01 ~O N j 0 cn ~o N Property line ~ '~S SdL~~ Gv~a~GL. l3aN2~ tr►U2t3" u G ct 2t3'o Tc T3G A7'TA~H c3z„~ Ta pe Ll. Mme?-A(.. ~-'iTH,~ rj F? n~ ~ooL Pool pump g 4 foo opper rod 1/2" diameter, attach ground rod to pump chassis with • cop r id t x4 lumber Twist lock 3 prong receptacle with switch in weather-proof box a riser 20 amp cable with ground in schedule ~^rl~~ND L-1 tf 8'long 80 PVC conduit set 2' deep in ground 7r oNSvL.ATW9 ladder _ Pool lock aw6okum Self closing, self- latching, out-swinging gate with release OJW mechanism located 54" ' `deck above ground General purpose outlet GFCI Retaining wall protected located will be 3' high 18 feet away and 3 away from pool wall house . from the pool m p Cat Town of Montville plans Approved for Construc" Approval shall not be construe Timer clock as a permit for, or approv violation of the provis, 20 amp GFCI 40' stockade fence 5' high with 1" vertical clearance anY between finished ground and barrier; spacing between of th onnecticut Building _ dedicated circuit i d Copy vertical members will be less than 1" in width with no 6F decorative cutouts j 1 ~9l 7 J , ' ' VIN ~.V A.. l i k Pool pump 4 foot copper rod V2" diameter, attach ground rod to pump chassis with .-0 copper braid e 4x4 lumber Twist lock 3 prong receptacle with switch in weather-proof box riser i 4 (see * below) separate lengths of insulated nurr 12 wire g'i-g ~ (20 amp) in schedule 80 PVC conduit set 2' in ground. = ladder Electrical components shall be bonded with no. 12 green insulated with the NEC lock wire in accordance alarm setup :`Self-closing, self- on side of `latching, out-swinging I pool i gate with release I deck t mechanism located 54" above ground General purpose a ` r outlet GFCI protected located Retaining wall will be 3' high 18 feet away from pool wall house r _ - s * Wires I -black (pool pump) Timer clock 2-red (utility outlet) 20 amp GFCI 40' stockade fence 5' high with I" vertical clearance 3-white (neutral) dedicated circuit between finished ground and barrier; spacing between 4- green (insulated z vertical members will be less than 1" in width with no ground wire) decorative cutouts