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HomeMy Public PortalAbout10-0103 CurranPermit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Owner's Name 4 Date Requested Date Needed Gen. Contractor rra; ; , Subcontractor Contact Information 3/1,4,1 ,5 i . (1(12 • / ;, Project Address 41 S — `. -1Z, Scope of Work ,--6C / Inspector '70 ate\ maim ratrai INTERNATIONAL CODE COUNCIL MEMBER Date of Inspection Inspection ! Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ros,ar, uurra\r I 3 J I ?(an4°ln V ► P4J f\A°"4" Pteasav4, �C 2q4104-102-2g COMPLET TN.IS' SECTION ON DELIVERY ❑Age ddressee D. Is delivery address different from item 1? If YES, enter delivery address below: ❑ No •:r • 'Tyne : 2. Article Number 701p (r tIpleC frprn Arviclaklati PS Form 3811, February 2004 Domestic Return Receipt 3. Service Type Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mail ,$..Return Receipt for Merchandise ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 1870 0002 8519 3897 m 0002 8519 O P- r-9 D U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.comb Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark t �I Sent To c; an Cu r ran Street Apt No or PO Sox No. 3 � Q -I -� D n�yv l � � L `r'� Clty,Stat.ZP +4 -QS /n+ sV - 4 4 S Form 3800, August 2006 31 Ian See Reverse for Instructions 102595 -02 -M -1540 MAYOR Jason Buelterman CITY COUNCIL Shirley Sessions, Mayor Pro Tem Wanda D. Doyle Bill Garbett Frank Schuman, Sr. Kathryn Williams Paul Wolff June 28, 2011 Mr. Brian Curran 331 Plantation View Ln. Mount Pleasant, SC 29464 -6228 Dear Mr. Curran: CETI( OF TYBEE ISLAND CITY MANAGER Diane Schleicher ACTING CLERK OF COUNCIL Jan LeViner CITY ATTORNEY Edward M. Hughes VIA CERTIFIED MAIL Section 9 -050 of the Land Development Code of the City of Tybee Island requires the enforcement of the International Residential Code (IRC). The IRC requires final inspection of a newly constructed swimming pool. According to our records you own a swimming pool that was constructed but has not passed a final inspection. On October 6, 2010, a letter regarding the swimming pool at 5 Tenth Street was mailed to your attention. It would be a violation of the code for you, your family, or your guests to use the swimming pool. In addition, you would have considerable liability if an accident was to occur and the pool had not been inspected for code compliance. This is a very serious problem. Please take the time to make your property a safer place to live and play by contacting us immediately at (912) 786 -4573, extension 114, to schedule an inspection. Please refer to permit 10 -0103. This is final notification seeking compliance on this matter. In two weeks, enforcement will be the City's next course of action. Your attention to this matter is very important. Sincerely, " y Hord Building Official P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org TX Result Report P 1 09/27/2010 10:13 Serial No. CM35228060004 TC: 205431 Destination Start Time Time Prints Result Note 7565375 09 -27 10:10 00:02:45 001/001 OK Note MIX: Mixed Origginal,TX11CALL:OManual1TX. Original Size gFWD:FForwaard. PC:aPPC -Fax. RLY: Relay1.NBXI Confidential. BUL: Bulletin. SIP: rSIPnFax.FIPADDR:FIP Address Fax,TX. I -FAX: Internet Fax Result OK: Communication OK, S -OK: Stop Communication, PW -OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Cnnt i niia 61n Any: H1n Answer Refuse: Receipt Refused, Busy: Busy, M -Fu1, �-7,�Q LOVR:Receiving length Over, POVER:Receivin' DC:Decode Error, MDN:MDN Response Error, D Permit No_ aXQck CrO �-� CPC e*el ere-as ) 2_ City of yee Island - Community Oeveloerit /Dept_ 403 Butler Ave- - P -On Bo 2'749 epor-t 7ybee Island, GA 31.325 Phone 912 - 786_4573 ext_ 114 - Fax 912_786_9539 - ai�a Owner's Name !_Ft1. /�. Gen, Contractor Contact Information Project Address Scope of Worlc Inspector Inspection Gate Requested mate Needed Subcontractor S7 �/ J LODE COUNCIL MEMBER � f i / - / � ✓ J e � . � � ' / L 2 _ f � � 7 /1--14A1.,) : % --;7 %Lr -&.1 1/ z - � c= Bate osff Inspection Pass Pali Fee Inspection /" /'Jf- ( r , - Pass Fail Fee t X +-vim v---.. c I= i .- l �G 7-o u J2 r= cw, L c3- i�S ��, U"pt- ,'I G- - , . - 1--�c2 .- -1-r - c c ,J ∎Y-i - F .,cc -�r1 -..� 4 ' A G ■ cx- (-z Inspection Pass I= Fail Fee H ! v.-." Fv jz c-- - -- _\-z \x I . S-� S=-?7 , ,J i c v VJ I E--1 L)(— 7') Y7 (vNi v s4 fa.- _-1 -, . a- �1--c.., v -'1 -\ .�- ? 5 rzc�c�,. s_ l Fes-- r ,-. C--0,"•-•-•\1 ( � JOL) f -c-- -r,--C-Z- J -S�= c -<_,JDS Inspection Pass Fai1 i Fee City of )ee Island • Community Develoi._ Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 1/ 0 ent Dept. Permit No. f Owner's Name Contractor Contact Information V /1"), Project Address . - 2°/(1:7:4 Date Requested Date Needed Subcontractor /_ ✓tea . if /zf c /G r /73 R , waro INTERNATIONAL CODE COUNCIL MEMBER Scope of Work r77 . C,,c77 Inspector Inspection B 4 `/i2_ -!& V /_.? Date of Inspection �.�- / J QPS s F>F/ � f=f f � Pass I Fail Fee Inspection � , Pass Fail Fee Z.NPATE- ) c.--,\-c,\A ‘,/vv\to-ist,v, --\.- 6-t: or) 1 ,Y 61(—\ ' 1------74..)0/\„ (>° . GS ,,.„ is P< =�:.1- z c.„c1N),r rte) 42 6yio-oz. 4./:.,"-idA, 47-13& 1-3E:-‘A) Ff>1.-:-. R.5\--,..1.-k,--1 41.1.-_,D) Inspection Pass ©.Fail 0 'Fee � ?rig_.. l-.a 1 ,. -0. •re- 111 -\ -b, 1,J Nu U ' -(4e, V) IT H UL i n X11 U ` N 4- i / . r� mo �� AZ.,-10(:(z) Inspection Pass ❑ Fail ❑ Fee bhp :s gle 14, d i B " " 1' - " " " " " 1 1 (Al " r' t or ly`* 1 ' r 1 City of ,• iee Island • Community Develop snt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 sysink INTERNATIONAL CODE COUNCIL MEMBER Permit No. 10-0103 Date Requested ' '�' 1 0 Owner's Name 0_ v r (Q in Date Needed Gen. Contractor i-i-ors- r o ,,'. Subcontractor -) SS-2 ii Elec.., Contact Information _.• i 4 -1307 Project Address 1 to 4-k ,-t' i 1 z(1-7. 76 LI Scope of Work . LA-} Ifiri v a n a5 J 0 1 A / Inspector Date of Inspection �� JO L.) Inspection i 1 P e C, . Pass El Fail OfFee 1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03 -12 -2010 PERMIT #: 100103 WORK DESCRIPTION SWIMMING POOL WORK LOCATION 5 TENTH ST OWNER NAME BRIAN CURRAN ADDRESS 331 PLANTATION VIEW LN CITY, ST, ZIP MOUNT PLEASANT SC 29464 -6228 PHONE NUMBER CONTRACTOR NAME SHORELINE HOME IMPROVEMENTS ADDRESS 381 BRISTOL WAY CITY STATE ZIP RICHMOND HILL GA 31324 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # P $ 50.00 PROJECT VALUATION $29,500.00 TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org d),zzo 2ITY OF TYBEE ISLAND, GEORGL APPLICATION FOR BUILDING PERMIT 10-0(03 Location: 5 t NAME ADDRESS PIN #4-.00/0 TELE Owner 10\r. .1& ., � 1.1 MG°i43- 331 P1Ck -ni4 - cn Vu& Dr. + P 2Qrtitt SC 92614 m4- L S *2- Architect or Engineer Building Contractor SttrO 1'iQ, (S 3C61 6( iSit) VAla'� �.tal i1'lor'1� i�1 l i, ,iA 313 aq (c- 1751) - S (Check all that apply) Repair ❑ Renovation ❑ Minor Addition Substantial Addition Other 1 ❑ Residential ❑ Single Family ❑ Duplex ❑ Multi - Family ❑ Commercial ❑ Footprint Changes ❑ Discovery C Demolition Details of Project: l� �` L. G Xj�Ot ‘1\ "qr&tf6I 'Rhei '( 5 pcv )\ 4 )L n 0 -Q( pkvex imme,ritte 12000v\11Qr elerttccd )0s\A9 -(6)1e.e., Estimated Cost of Construction: $ (9\ ( (1 Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (o (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry ¶CT ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: cz") \ `O Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Signature Date FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL 3. caur. uau 2 4 0 r- 15; 0 VELIAJCII-ta poer(o14 oP LoT 0 41 Eis, 5 r OF Id or 4- If.* elk Cb..WPoer 11 .2 O$- ST012 sir 15 fit C 12.50 L—couc, 5 C).' 43°' M. L 01- G 0 0 3 r- w 0 0 o--- w w leoliSC,14013. STATE OF CO:ORCiA CATHP.04COU47Y PLAY OF 7NE '.]!°,STERN 9.7 FEFT 4 OF A RESUBDIV,ISION OF BEACH LOTS 61 AND 62 AND EXTENSION N -OF WARD 30 TOW OF I • SAVANNAH CLORCIA, IN ACCOR:ANCE NITH A MAP BY WILLIA J. LYNCH, LATCD APRIL 15, I:)47, RECORDED IN PLAT RECORD nC" FOLIO 199 IN THE OFFICE or THE CLERK OF SUPERIOR COURT, CHATHAM COUNTY, GEORGIA. SURVEYED OR \it PG1 L ;-!UFFMAN CEP TFFiY THAT THIS PL AT IS A CORRECT PEPRESENTATIQN a LAND PLAITED AND HA I BEEN Pri E /Et /N. CONFORMITY WITH THE MINIMUM STANDARDS ARV REQUIREMENTS or LAW. THOMAS ANC HUTTON EN-GINHERING COMPANY RAVANNAH. '9.GORGLA A-Ft 17..64.14-T 912 -3 mono-1*w . itd,- e er-6:7/14y),, /7 11 CALI DATE ; FILE 1" s 30' JUNE 3D, 1964 136 R DE COMPLIANCE Every effort has been code violations cede to identify reviewer shall be7const construed ash authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or uarantee. Reviewed Sy " Date 3, DEDEBALZESIGNIUSTILMEMENES DESIGN DIMENSIONS SHALL COMPLY ITCH SPECIFICATIONS IN ANSI/415W 5 RESIDENTUL INGROUNO 54411/NWG POOLS BASED ON 1'401 POOL TYPE AND 571 3 PERAIANENRY INSTALLED RESIDENTIAL SPAN SEE ANSI/NSPI 5 FOR OIL444G WATER ENVELOPES. SUMS SHALL MEET THE MANUFAC1IRER'S ONSTALUTIp14 Y//ENTRY/DM 0050 SHALL 001.4PLY NTH 44401/NSPI 5 AND 44501 3. UDDERS. UNDERWATER SEARS, AND SWIMMOUTS (10X.20' BELOW WATER), CIRCULATION SISTERS, COMPONENTS AND EOUPMENT SMALL COMPLY 'M4H NSF 50. THE MN0MU4 TURNOVER RATE IS 11 140065. FRYERS SMALL HAVE AN 346 RELIEF AND PRESSURE CAGE. PUMPS 3 HP AND LESS SRN). MEET AFLSI/UL1061, CORROSION RESISTANT 11044 51600011 AN0 MEET 711E RE0UNE0 FLOW. SURFACE SOARERS S144J. MEET NSF 50 AND THERE 51400.0 BE ONE FOR EVERT 800 SQUARE FEET OF SURFACE AREA RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 600 SQUARE FEET. HEATERS SHALL MEET ANSI- 22156 OR 011161 OR UL559 DISINFECTANT 0000400)41 SHALL COMPLY WITH N5F 50. PRESSURE TEST PIPING AT 35 PSI FOR 15 41N1TES OR MEET LOCK CODE IF GREATER PIPE SIZING OUR( (MAXRIUII) BEE SIGBO0 1 1 1/2" 50 GRID 65 GPM 2" 63 100 21/2" 119 147 3" 164 234 4' 317 396 G ! e6A 160LINNEN1S 144X44UM WATER 0010T11 4', 6AXN4UM SEAT DEPTH 26', MAX FLOOR SLOPE 1112. STEPS: MIN, TREAD 10.7112', 7" MIN. R0ER. 12- MAX. RISER OXCEPE THE BOTTOM SEEP MAY BE 14- E B IS THE SEAT. INIFRLIEONIE TREADS ASO RISERS 10 BE 1X6EDR4, IF THE SPA 6 OPERATED INIERMITDOLY R SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER. MAXIMUM TEMPERATURE 104 DECREES. UEEI AN0/445P4 ARTICLE XVI, SAFETY NSTRUCI,ON /SAEEIY SONS. PRESSURE TEST PIPING AT 35 PS FOR 15 M0NUTIS OR MEET LOCK CODE IF GREATER. E ECm = ,y„ REDL REMENTS WIRING 6140 BONDING AND ALL EIECTR CN. TO NEC ART. 660 OR LOCAL CODE NO OUTLET OR OVERHEAD POWER WITHIN 10', IF W4114111 15' PROTECT ST GEL TRANSFORMER MIN. 10' FROM P001, 6' ABOVE WATER, J 800 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. SAMPI F ON( Y EACH APPUCA1100 FOR PERMIT SHALL SHOW A PLUMBING PAN IN MOTION TO ALL OTHER REQUIREMENTS. PLUMB0IG SHALL. BE BASED ON A TOTAL DYNAMIC HEAD OF 60'. POOL VOLUME 15.000 GAS. PIA1P: STABLE P4EAID, 3/4 YPP� 40 CPR 0 60' TURIN OVER: 40460 tt 2400 15,000/2400 - 6.25 4465. FILTER: STARBE PTE4 50, .4)00(6 CAPACITY WALL GRAIN/SUCTION FIT11NG: HYDRO AIR 10- 0606 -4 YEW SCREDN: 05101050 801026 MAN DRAIN: 4-4YWARS SP1049AV OR 1035 AVS (OPTIONAL) 2004 FLOffi4$JILIXNC COOS 424-2 atl RESIDENTIAL 2004 CHAPTER 41/64101 114E POOL CONTRACTOR 15 DETAIL OESW'f4 REGU 401446 FOP R�0404 MR INOMRIAL PP004. W ACCOROAHCE WISH THE R.OPoM QUILLING CODE, AN0 ALL CONSTRUCTION SHALL MEET ALL APPUCABLE C0DC5 INCLUDING PLUMBING, ELECTRICAL AND 015, PIPING SMALL BE SCH. 40 P4C, NSFpo, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 PER THEE SAMPLE WITH THE INFORMATION REQUIRED SHBOWN, MAN ERMN HR.UMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ASME 4112.10.64 COVERS. AS AN ALTERNATE THE APPROWEIT DRAMS MAY 60 PLANES. THE TWO D SHAM HAVE A 000006 UCTION ENT UNE. SUCTION GRATES NAY BE USED P APPROVED AT A MAXMUM OF 1 -1/2 FPS NM THE SUCTION PIPING IS RECESSED FROM THE GRATE 114E DISTANCE EQUAL TO THE SUC10N PIPE 512E IN *5049 N A SAFETY VACUUM RFI FAKE 5nIEJA MUST BE INSTALLED. THIS MAY CONSIST OF AN A6 RELEASE 575116. THE VENT PIPE SHALL BE 1102 TO 114E MAN DRAIN LANES, WED THE SAME AS THE WIN 0RA6 SUCTION ONE AND BROMIC BACK TO THE FILTER LOCATOR, ELBOWED UP AND OVER WON A ORATE FOR PROTECTION AND LABELED SAFETY VENT'. AS AN ALTERNATNE 441E SAFETY VACUUM RELEASE STSTtN (ORS) WY BE AN APPROVED VALVE 6(04140 IAPW IGC 160 - 20016. MUMMERS 00 NOT REQUIRE PROTECTION AND MAY BE DESONEO FOR 30 GPM SUCTION. THE FOLLOWING SHALL BE LABELED WITH RED LABEL SLAM TAPE AT THE FILTER 1DCA1I014: PPE VALVES, 'RAMEY VEM- OR "SAEIY DLYIC4. PUMP(5) OFF SWITCH. 1 HEREBY CERTIFY THAT I HAVE DESIGNED THIS AND R IS N C044PUANCE WI144 THE FLORIDA BOLDING CODE 424 -2 and 6050E44141 046441E6 41/64101 A445/N501 -3 1999, STANO4R0 FOR PERMANENTLY t451A1ID SPAS 3110 ANTI /NSPI -5 2003 STANDARD FOR 46S10ENML INGROIND SCUMMING POOLS. DOUBLE W41 DRAINS RETUNED TAMPER PROOF (SEE NOTES) 0004E GRANS REQUIRED TAMPER PROOF (50 NOTES) VENT -4/2. 40 2' VENT POO_ BOX AOM11I044 4401018. 1. POOL INS1Al1A1N]N 941L SE BY A 041AIJHTEO AND 4CERSED (AP PROVED 01' LOCAL 001)10440 DEPARTMENT) POOL CONTRACTOR, 141E 1 5TA11ATIOH SHALL CONFORM TO Au. LOCAL BUILDING CODES. IE, PORN RS SPECIFICATIONS, CODES, RULES, XNSPW110SR WORKMANSHIP, ETC, 2. 1700040 PROPERTIES OF A REINFORCED FIBERGLASS POOL GEL CGAT /150 -44044 Mn Applimtion 25 GLASS CONFFM BY WIGHT 1014450E STRENGTH, PSI 16733 TENSILE ELONGATION 1 -2% FLEXURAL STRENGTH, PSI 43123 FLDIU6A1 MODULUS, PSI 0X10'6) 25300 6 COLIPR5NE STRENGTH, 0099 530 TYPICAL THICKNESS, INCHES 3. POOL SHELL 511441 BEN( 044 046448006800 SOL- FREE OF PEAT, LUCK. OR 0114ER 000010RI005 MATERIAL OF ON SIGNIFICANT AMOUNT. 4. BA0(FRE WTFRUL 41151 NOR LORTON 60CX5 041 01448 14411021415 11441 CORD DAMAGE POOL WAILS. 5. POOL TURNOVER 544.0 BE 12 HOURS, MAXIMUM WITH N -RATE RAPID W10 FILTER (MIN. 16' DMA. DR 1.75 5.F.) AND PROPERLY GROUNDED, APPROVED PUMP (491. 3/4 H.P. W/29 G.P.M. 60 T.D.H.) HAWNR0 OR EQUAL). 6. SI te45 OR A UDDER SHALL BE FRONDED AT THE SHALLOW ENO OF THE POOL 7. 0444064408 REQUIRED ON 504E POO-S. 6. INSTALL LOW VOLTAGE UGHT AS PER N.E.C. 660. 0. DIVING PLATFORMS OR EWING BOARDS ARE NOT TO BE INSTALLED ON THERE POOLS EXCEPT FDR THE BIG 600 KEY ,,,P021. PLAN. THIS POOL MEETS THE AN51 SP1 -5. 2003. DIVING POOL REOUIROIINIS FOR TYPE 1 Y TYPE 2 10. DURING A HURRICANE WARNING 0R ALERT, MS POOL 844410 BE FILLED WD14 WATER 11. THESE POOL PUNS MEET OR EXCEED 160 661 /44501 5 2003 RESI0EMML INCROUND SWIMMING FOOL AN0 059/5500 7 1999 PERMANENTLY IMS0A I FO RESIDENTIAL SPA STA -MAROS x050104 G611 MK 260015 WOO. IWOO WH OR FoTaER1 AT L3 0/cr [ICIX 0444486 Ific PTA LOLA FIAT PERIMETER DECK DETAIL N.T.S. omit. MAIM G2% i600 PSI 6 /006. two wu 00 m064021 .r ,3 I/CY OPTIONAL. BRICK /PRECAST DETAIL N T.S, THE Fd10WING 000ES ARE TO BE MET WHERE REOU1RFD: F1DRICA 00001(140 000E- BUIDING 2004 FLORIDA 0011_1150 CODE- MECH041CAL. 2004 FLORIN. BUILDING CODE- PWM@NC 2004 11,06)04 BUILDING 0110E -FUEL GAS 2004 4697 STANDARD SWIMMING P001. CODE 2005 401WNK ELEcrMCIL CODE 98 -76 BIDING CON506UC11N ADMWI5TMTIVE 000E ELECTRICAL REQUIREMENTS: - WORII30 AND BONDING AND ALLEIECIRICAL TO COMPLY WITH CHAPTER 27, FLORIDA BUBDONO CODE FBC2004 AND THE 2006 SUPPLEMENT, CHAPTER 27 ELECTRICAL, NEC SECDON 000]3(011 QPTiONAL CANTILEVER DECK OR PATIO DETAIL N.T.S. GARDNER B. COLLINS, P.E. PROFESSIONAL ENGINEER 9702FL 1268 ROGERS STREET CLEARWATER, FL. 33756 727- 442 -8443 FAX 727 - 442 -6988 , 'At911y' PL9I6OLLS5 POOLS All construction must comply with The Standard Swimming Pool Coe 'a Edition . �,Z i 4.47 All Electrical Installations must comply with The National Electric Code74)O Edition and State of Georgia Amendments D 8 A POOL DECK TOPPING (0850885) 3' -0" MIN. (TIP.) 9- CONSTRUCT DECK EDGE BEAR / REBAR CONTINUOUS AS SHOWN FOR EXPANSIVE SOIL NOTES. T. THIS DRAWING SHALL BE USED N CONJUNCTION wpm THE CONSTRUCTION SPECIFICATIONS. 2 WALKWAY SNAIL BE CONTINUOUS AROUND POOL REFER TO 144E SPECIFICATIONS FOR EXPANSION JOINT SPACINGS. 3. MEN EXPANSIVE SOIL CONDITIONS ARE ENCOUNTERED. 144E CONSTRUCTION DETAILS NOTED • MUST BE FOILOW50. ( 2') CANTILEVERED DECK OPTION 443 R ®AR 443 REBAR (CONT.) DRILL POOL UP AS REQUIRED 0 24" 0.5. FIBERGLASS SHELL 8504.14 (coNt) FIBERGLASS 5HE15 POOL DECK TOPPING (OPTIONAL) WWF 886 -w 1.s81.4 OR 4433 REBAR AT 24' 0C., OR EQUAL 3' THICK COMPACTED SAND (TIP.) (•4' MIN, THICK COMPACTED GRAVEL FOR EXPANSIVE SOIL) 6' 409 MICR CONPACTEO SA140 FILL (rip) ('12' MN. FOR EXPANSvE SOIL) r -O' ANN (T9F.) 0' MIN. FOR EXPAN9VE SOIL) I" ( */ -4') ( "' 21 EXPOSED LIP DECK OPTION POOL AND DECK TYPICAL AND EXPANSIVE SOILS DETAILS N.T.S. 051345 PLATE ALTERNATIVE REINFORCING DETAIL #1 443 5(868 0 28• 0.c. AA3 REBAR (CONT.) DRILL POOL UP AS REQUIRED 0 24' 0.5. ALTERNATIVE REINFORCING DETAIL #2 FIBERGLASS SHELL 14" CAPPED P,v.c. 08 FOLSEIHYLENE UNE TO DECK SURFACE /3 SUMP DETAIL N.T.S. 1444 ASPHALT OR a 141L WS%UEEN PAPER ALL AROUND 1B' X 18• X 5' SUMP FlU.E5 w11H 'j' GRAVEL. (SUMP 15 TO BE 5' LONG FOR AO- POOL MODELS) IJ• PERFORATED PIPE FOR LENGTH OF SUMP GENERAL NOTES 1. POOL INSTALLATION SHALL BE BY A QUALIFIED AND LICENSED (APPROVED BY LOCAL BUILDNG DEPARTMENT; POOL CONTRACTOR, THE INSTALLATION SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE AND NOTIFY ENGINEER FOR RESOLUTION OF ANY LSCREPENCIES PRIOR TO BEGINNING ANY WORK. 3 DECK - MATERIALS 1. CONO9E1E - 2500 PS 13 28 DAYS 2. REINFORCING WE0E0 WRE FABRIC - ASTM A -185 o. MINIMUM TNO SQUARES SPLICE OR LAP FOR VASE 0 3. REINFORCING STEEL - ASTM A615 GRADE 40 0. TO BE AIRE TED w4ERE SPLICED b. MIMMUM SQUCE OR LAP 24" FOR STEEL 4. ENTIRE POOL FLOOR TO BE IN ONE TYPE OF UNDISIUR9ED SQL ONLY, FREE OF PEAT, MUCK, OR OTHER DELETERIOUS MATERIAL 5 A 6" (MINIMUM) COMPACTED SAND FILL SHALL BE PROVIDED ALL AROUND WHERE THE POOL 54ELL COMES IN CONTACT W11-1 THE GROUND. IN ADDITION TO 18)5 6" COMPACTED SAND FILL AN ADDITIONAL 6" COMPACTED SAND FILL, TOTAL 12" MINIMUM, SHALL BE FRONDED WHERE THE POOL SHELL COMES IN CONTRACT WITH THE GROUND AT ALL OFFSETS. STEPS, CURVES AND CORNERS. CARE SMALL BE TAKEN TO ENSURE THAT THE POOL - SJRFACE 5 COMPLETELY BEARING ON THE ODPACTEL) SAND FILL NW1H0JT AR POCKETS, ETC. 6. BACKFILL MATERIAL MUST NOT CONTAIN ROO<S THAT COULD DAMAGE POOL WALLS 7. THREE FOOT (3') 110E CONTINUOUS DECK IS REQUIRED ENTIRELY AROUND POD. IN NON EXPANSIVE SOIL FOUR FOOT (4') W1DE CONI1NOUS DECK IS REQUIRED IN EXPANSIVE SQL. 8. 144E MINIMUM SOL BEARING CAPACITY IN 1HE AREA WHERE THE CONCRETE WALKWAYS IS TO 8E POURED SHALL BE 1,000 P5F PRIOR TO St I MG THE POOL SHELL IN PLACE. 9. AN 18 "X18 "X5' GRAVEL SUMP IS TO BE PROVIDED AT THE DEEP END OF THE EXCAVATION TO COLLECT GROUND WATER CR DRAINAGE FROM 144E SAND BED ON WINCH THE POOL 5 INSTALLED. LEADING FROM THIS GRAVEL SUMP IS A 1 -1/2" POLYETHYLENE OR P.V.C. PIPE EXTENDING TO THE GROUND LEVEL AN0 UTILIZED TO ASSIST IN RELIEF OF HYDROSTATIC PRESSUE BY COI FETING GROUND SEEPAGE WATER 94WL0 IT BECOME NECESSARY TO EMPTY THE POOL. (SU5/8 IS TO BE 5' LONG FOR ALL POOLS) 10. PLOT PLAN, FILTER SYSTEM, PLUMBING AND ELECTRICAL ARE SEPERATE 58ECIFTCAi1CNS BY CONTRACTOR. 11. THE POD. MUST REMAIN FULL OF WATER AT ALL TIMES. A PERMANENT SIGN SHAH BE ATTACHED TO THE PLUMBNG EQUIPMENT TO READ AS FOLLOWS: "90110E POOL IS DESIGNED ID REMAIN FULL AT ALL TIMES. IF IT BECOMES NECESSARY 10 DRAIN POOL, CONTACT THE INSTALUNG POOL COMPANY 0R 111E1R AGENT FOR INSTRUCTIONS" 12. SLOPE: 5OL AND /OR POOL. DECKS ARE TO DRAIN AWAY FROM POOL (2% MINIMUM FOR EARTH AND 1% MINIMUM FOR CONCRETE) TO APPROVED LOCATION TO PREVENT PENDING. CONDUCT ALL DECK DRAINAGE TO STREET CR OTHER APPROVED LOCATION BY MEANS CF NCNEROSIVE DEVICES. 13. THE POOL SHALL NOT BE LOCATED WHERE IT MAY BE SURCHARGED BY AN EXISTING BUILDING FOOTING OR 01889 .SUPERIMPOSED LOAD ON 144E SAME PROPERTY OR POSSIBLE FUTURE SURCHARGE FROM AN ADJACENT PROPERTY. 14. POOLS SHALL NOT BE INSTALLED IN A 'GRADED AREA" IF THE DIRECTION OF THE BEDDING PLANES IS SUCH THAT THE WATER USED TO PUDDLE 144E SAND FILL MAY LUBRICATE THE BEDDING PLANES AND CAUSE EARTH MOVEMENT A PREINSPECTICN OF EVERY POOLL LOCATED IN A "GRADED AREA" SHALL BE MADE BY THE GRADING INSPECTOR TO VERIFY THIS CONDEMN AS WELL AS OTHER POTENTIAL GECIOp6AL HAZARDS DO NOT EXIST. B 15. STRUCTURAL 05568 IS IN ACCORDANCE SETH UBC 1997, IBC 2006 & IRC 2006. 16. WELDED WRE MESH 6 X 6 -01X4 MAY BE USED IN LIEU OF #3 STRAIGHT BARS. 17. ALL STE WORK INCLUDING INSTALLATION METHODS AND MATERIALS USED MUST COMPLY W118 ANY APPUCABLE LOCAL, STATE, NATIONAL OR INTERNATIONAL CODES AND/OR REGULATIONS CURRENTLY IN rtrtCT AT THE CONSTRUCTION SITE 18 TYPICAL PROPERTIES OF REINFORCED FIBERGLASS POOL C a. 8ARCOL HARDNESS OF 25 IAL GEL COAT 40 -50 b. GLASS CONTENT BY VkIOHT 27% c. TENSILE SIRENCNT, PS AT 77 DECREES F. 19,500 d. TEN91E E10NGA0ON 17 25 FLEMURAL STRENGH7, PSI AT 77 DECREES F. 23,800- 27,600 1. 1.01)111 MODULUS PS X 10 AT 77 DEGREES F. 0.72 -0.77 9. OD IMPACT FT- LBS/INCH OF NOTCH 5.9 h. COMPRESSIVE 5TREN011. P9 25,000- 38.000 TYPICAL 180WE55, INCHES 5/16 art COLLI TSta.1 "'" �;, ENGINEERS`r..ml cot 0> -02 -2008 TITLE SHEET ''CRI1 1°m 2 I A J rIEL REPORT' ESR -1142 issued August 1, 2007 This report is subject to re- examination in one year. ICC Evaluation Service, Inc. WWW.l cc-es .Drq BusineseiReatonal ONice ■ 5360 Workman Mil Road, Whittier. Caltcmia 90601 • (562) 699-0543 Regional Office • 900 Montclair Road, Sole A, Birmingham, Alabama 35213 a (205) 599 -9800 Regional Office • 4051 West Flossrnoor Road, Country Club Hills, Illinois 60478 ■ (708) 7992305 DIVISION: 13— SPECIAL CONSTRUCTION Section: 13150 — Swimming Pools REPORT HOLDER: HAWAIIAN FIBERGLASS POOLS, INC. 17031 MUSKRAT AVENUE ADELANTO, CALIFORNIA 92301 (760) 246 -7665 www.hawaiianfibergiasspools.com EVALIIIMON SUBJECT: FIBERGLASS SWIMMING POOL SHELLS ADDITIONAL LiSTEE: ALOHA FIBERGLASS POOLS, LLC 5205 NORTH I-'t PtAINVIEW, TEXAS 79072 (760) 246-7665 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 International Building Code® (IBC) ■ 2006 international Residential Code® (IRC) • 1997 Uniform Building Coderm (UBC) Properties evaluated: • Physical properties ■ Durability 2.0 USES The Hawaiian fiberglass pool shells are p 'ntly installed in- ground and are intended for recreational ` as swimming pools in residential applications with water circulated through a filter in a closed system. The pools are dassified as Type 0 in accordance with ANSIJNSPI -5. 3.0 DESCRIPTION The fiberglass pool shells consist of one -piece fiberglass construction shop- formed over a mold. The materials are mat and woven roving fiberglass, hand laid over a mold and bonded with vinylester and polyester resins. The exposed surface is factory- coated with an isophthalic gel and barrier coat to a minimum 30-mil (0.76 mm) thickness. The completed pool has a minimum cured thickness of X178 inch (7.9 mm). The overall dimensions, depths and capacities are shown in Table 1. Notice: The pool shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop more than 3 inches below the skimmer. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, the manufacturer must be contacted for instructions. 4.0 INSTALLATION The swimming pool shells must be permanently installed in- ground by trained contractors. All plumbing and electrical installations must comply with the relevant codes in effect at the construction site at the time of construction. Subject to the code official's approval, the pool shells may be installed without a soil investigation by a registered design professional, provided none of the following conditions is encountered at the site: 1. The existence of groundwater within the excavation, where the pool floor will contact the soil at the time of installation. 2. The existence of uncompacted fill in contact with any portion of the pool shell. 3. The existence of any expansive -type soils. 4. The existence of any soil types with an angle of repose that will not support the walls of the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool location. If any of the above conditions are encountered, excavation must cease immediately. The specified conditions at the site must then be reviewed, and recommendations made, by a registered design professional. The code official must approve the registered design professional's report before work is resumed. Details specifically for installations in expansive, clay, or adobe soils apply only when supported by the registered design professional's recommendations and approved by the code official. The pool excavation profile consists of removing the existing soil from the proposed area with an over - excavation of approximately 6 to 18 inches (152 to 457 mm) on all sides. The bottom of the excavation must coincide with the profile and contours of the pool floor. The over - excavation of the bottom must allow fora minimum 4-to -6 -inch (102 to 152 mm) layer of clean bedding sand that coincides with the contours of the pool bottom. The sand layer at the pool bottom must be compacted using a manual tamper and water. The pool shell is lifted into the excavation and set on the prepared sand bed and must be set level to within 11/2 inch (25.4 mm). The pool must be filled with water simultaneously with the placing of clean sand, beginning at the deepest part of the pool where 1 REPORTS' are not to he cansmted as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by iCC Evaluation Service, Inc., express or implied as to any fading or other matter in this report, or as to any product covered by the report Copyright 0 2007 Yleklimi,ttfopse n6e110,vetVnnwr Page 1 of 5 Page 2 of 5 ESR -1142 water will collect first. The clean and must be carefully placed with water to ensure that there are no voids under the pool floor, and throughly compacted up beyond the radius of the wall/floor. Backfilling and compacting sand must be continued upward, maintaining an approximate uniform height around the sides of the pool at all times. The pool must be simultaneously filled with water as the backfilling continues, with the water level not exceeding the level of the sand layer being placed on the outside of the pool shelf. After the backfill is complete, a concrete bond beam must be poured under the pool edge, embedding at a minimum of the outside flange of the pool, as detailed in Figures 1 through 4. The concrete must have a minimum compressive strength of 2,500 psi (17.2 MPa) at 28 days. 5.0 CONDITIONS OF USE The pool shells described in this report comply with, or are a suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The pool shells must be constructed and installed in accordance with this report, the applicable code, and the manufacturer's published installation instructions. In the event of conflict between this report and the manufacturer's published installation instructions, this report governs. 5.2 Electrical and plumbing installations must comply with the relevant codes in effect at the construction site at the time of construction. 5.3 Clearances of the pools from slopes set forth in IBC Section 1805.3, IRC Section R403.1.7 or UBC Section 1805.3.3 must be observed. 5.4 A barrier must be installed in accordance with iBC Section 3109, IRC Section AG105, or UBC Appendix Chapter 4, as applicable. 5.5 The pool shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop more than 3 inches (76 mm) below the bottom of the skimmer. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact the manufacturer for instructions. 5.6 Slip resistance is outside the scope of this evaluation report. Reports of slip resistance tests that demonstrate compliance with Section 8.1 of ANSI /NSPI -5 must be submitted for approval by the code official. 5.7 The pools are classified as Type 0 pools and therefore are not intended for use with diving boards or other diving equipment. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for In- ground, Residential, Fiber- reinforced Plastic Swimming Pools and Permanently Installed Plastic Spas (AC274), dated December 2006. 7.0 IDENTIFICATION The pool shells are identified by recessed lettering displaying the manufacturer's abbreviated name (AHFP), model name, serial number, date of manufacture and the evaluation report number (ESR- 1142). A permanent label must be applied to the pool equipment stating the following: Notice: The pool shells are designed to remain full of water at all times. The pool shell may be damaged if water level is allowed to drop more than 3 inches below the pool skimmer. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, the manufacturer must be contacted for instructions. A pressure - sensitive label is applied adjacent to the above sign indicating the Hawaiian Fiberglass Pools, Inc., or Aloha Fiberglass Pools, LLC, name, address, and telephone number. TABLE 1 —POOL DIMENSIONS AND CAPACITIES MODEL LENGTH (feet) WIDTH (feet) MAX. DEPTH (feet) CAPACITY (gallons) 0714 7.75 14.75 4 3,400 0818A 16 8.4 4.1 3,200 0818M 18 8 4 4,050 0820 20 8.5 5 6,375 0832 32 8.5 6 7000 0836 36 8 4 8,640 1118 18 11 4,5 4,500 1120A 20 11 5 4,700 11208 20 11 4 8,600 1123 23 11 5.5 5,100 1125 25 11 4 8,100 1127A 27 11 5 9,467 11237R 27 11 5.5 6,000 1141 41 11 4 10,200 1221 21 12 4 7,560 1222 22 12 4 5,200 1224K 24 12 5.5 6,400 1226 26 12 5 9,380 1227A 27 12 5.5 8,100 Continued) Page 3 of 5 ESR -1142 TABLE 1 -POOL DIMENSIONS AND CAPACITIES (Continued) MODEL LENGTH (feet) WIDTH 1 (feet) MAX. DEPTH (feet) CAPACITY (gallons) 1227E 27 12 5.5 10,935 1228A 28 12 5 10,710 1228K 28 12 6 7,000 1329 29 13 5.5 12,724 1333 33 13 6 15,283 1428 28 14 6 14,700 1430 30 14 5.5 9,200 1431 31 14 5 13,834 1432A 32 14 6 15,960 1432B 32 14 8 19,320 1432C 32 14 6 10,200 14320 32 14 8 19,320 1432E 32 14 5.5 10,300 1432F 32 14 5.5 15,120 1432G 32 14 8 19,320 1432K 32 14 5.8 14,280 1528A 28 15 6 10,700 1532 32 15 6 11,400 1533A 33 15 7 13,500 15338 33 15 5 12,500 1533C 33 15 6 12,600 1534A 33 15 6.5 10,300 1534B 34 15 6 13,500 1534C 34 15 6.5 19,125 1537 37 15 8.5 23,934 1540 40 15 8 25,875 1632A 32 15 6.5 19,200 1632C 32 16 6 18,240 1632K 32 15 5 15,300 1632M 32 16 5 11,100 1634A 34 16 6.5 20,400 16346 34 16 6.5 20,400 1634C 34 16 7 21,420 16340 34 16 8 23,460 1634AV 34 16 1 5.5 12,800 1635 35 16 6 12,900 1638SP 38 16 6 13,500 - 1638A 38 16 7 23,900 16386 38 16 7.5 25,060 1640 40 16 8 15,800 1641M 41 16 6.5 14,200 1641R 41 16 6.5 24,600 1642 42 16 8 17,900 1745a 45 17 5.5 25,819 17456 45 17 9.5 37,294 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 gallon = 3.785 L. Page 4 of 5 ESR-1 142 AMILLAWIVSINCIAIND AL7ERM17117111WNFORCINGDETAtL 01 AL781PNA77PS1f>IDMit0REINfi DOTAL 02 FOOL AND DE M TYPIC.AL AND EXPANSIVE SOILS DETAILS MT$ FIGURE 1-- CANTILEVERED DECK OPTION FIGURE 2- EXPOSED LIP DECKING OPTION Page 5 of 5 ESR-1142 rtarvtjSrijrtrAMSSSSSAa FIGURE 3—BRICK OR STONE DECKING OPTION FIGURE 4—RAISED BOND BEAM DECKING OPTION FROST *41787 S.S. HANDRAIL (TIT) TYPICAL STEP DETAIL MTS. WATER LEVEL REPORT *375. TIC JLECTPTC AT P4NEL MANUAL STARTER SA4TCI•i 2 ,PA 1?CN314 "SCH4OPVC i HIGH- IMPACT INPOOL AREA ,\ GROUND ALL BOXES, MOTOR, GRAB RAILS, METAL WALLS, ETC. TJ#S COMMON BOND SOLTD GP: AS PEP CODE. °.t'. 1 iISCO` A'ECT SWITCH" 11 NOTE: IFPOOL LIGHT I.SADDED USE GFI FOR 110 14 CIRCUIT uv PUMP MOTOR (POOL PUMP MOTOR TO BE LOCATED ABOVE GROUND) EN 1EC Rd: CAL D GRAM (NTS) 1. C.B, (..REPORT #3753 5mm Pr/ L r P Vie / irfi--goepf iDrc .�r4fi arc.. JiZ7 '4- S5;rf 6' 2 54-pc /4ti Frx5 { LlV ie Sc /FRo /36,4,e4 Soy /bey %"Gf /N4 OVTAL Dffor' 'v - F E5r' 1)IA1,4' '5e °. f ''fj'''r'4'I ptaL ) --- TQ P - Roo A ovieed 4-I647 ISLANDER Outside Reference Dimensions: 12' X 24' Hawaiian / Aloha Fiberglass Pools 840 -786 -2318 Follow Dig Plan Instructions