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HomeMy Public PortalAbout07-0110 Davis t 4. CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-14-2007 PERMIT#: 070110 WORK DESCRIPTION: SWIMMING POOL WORK LOCATION: 612 BUTLER OWNER NAME RANDALL DAVIS ADDRESS PO BOX 30158 ►J CITY,ST,ZIP SAVANNAH GA 314100158 PHONE NUMBER c 9 / �� CONTRACTOR NAME STRUCTURES UNLIMITED d S ADDRESS 1402 GROVE POINT RD CITY STATE ZIP SAVANNAH GA 31419 r�c FLOOD ZONE ' t/4.6 BUILDING VALUATION / sk,o-i` IC o• SQUARE FOOTAGE /� OCCUPANCY TYPE P \ TOTAL FEE'S CHARGED $ 50.00 i'l` r ii\NY PROPERTY IDENTIFICATION# \\()19. ( PROJECT VALUATION $20,000.00 N 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,lire, 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: /�,���,ryV! P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org a CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT O '-1 — 0110 Location: / / ' )e PIN# -z�GISS=e x)7 NAME ADDRESS TELEPHONE Owner ,/-4,b `5_ Architect l or Engineer Building .5fietze rF / i' ,'.<'v I)z 14/ lel 9/:2t-- Contractor ii /-i'P(f `7 ? i.)///z),J / -3/ 9 5 (Check all that apply) e2 l0-1171 c21( ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other4i ri h¢.,�,�%q , h- ❑ Commercial Details of Project: _1' Estimated Cost of Construction: $ j Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (9, Other(please spec' ) (2) Wood &Masonry (5) Steel & Masonry /' i44,:e .�, (3) Brick Veneer // Proposed use: '/ Remarks: 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: Signature of Applicant: Note: A permi normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing 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) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator #11111, Permit Code Enforcement Office — /'�. Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL Cop 0 • • • • NZr • `'' tp uo' 7;nv't.tt� �LYt tS1�TiJ „ • • • • • ,a p. I?.6 d SCSI • • • v • • • • • 4i Ryi7laJ YY f T ... # k1 raver- ..fe 1/4414''\ A • Z01T0 3Btd ONE SIA I 1 NTA7 5TgL-5g£-L76 =$L L60Z,'t6/T9 f , _ \ 0 .27-' ,--- it_.,. ,2--- 1 I 1 /., ,dzei 74:(e- ,i-/0 C., I I // t7 Z.-"( .5 -Cf- i * _4i _ _ - 70 7/;-----. Ti.,. L , ____ ___ 1— — 35' At ;---- _____ _____,,____.- -_____, _____ - _N. \\,/ '‘. i ...i......ci : ‘---N. n Nit 4 ___6"//14c 6 (/ ,,) 1 ,, ,,,,,,_,_ //e0//de 7 E cstpideo/t%.,,,_. ....7--, 4' ,,,,i;\ pti�ri Mkt e o.s . vedsetot Nu 101 ( to No, '2261 s~ am Appro Sob Skte 8t I t v °i r i iC c 1, L --P-' � � Remain °11 on g. � oi •4, , ' aiY c -, fit' 11�: No f> Uw M �yay� VOX 00 ,1_F ` �.^��mba �_,909 1-170: 2,mac£ gp7{"IDAjA.L •.-- .2' DESIGN GOOD THRU 3/7/2008 Chatham County f- 9 'I a VIEW FOR CODE COMPLIANCE Every :ffort has been made to identify • fs.n f,-,,,, co,0,4A. i E code violations, no oversight by the revie -r shall be construed as authority 0 o to vi•late, cancel, alter or set aside •,-( 0 any asplicable codes or ordinances. The If revie and permit should not be construed A � o• as .a arranty or guarantee.. 1 o o•3 -.1 -D-7 : -------TG," g Revs: ed By , , Date . . --11.1171: x COMPACT TO 95°� ""� i MIN.STD.MOCTOR _— E #3 @ 12"O.C.EA.WAY 8. 8. i e DRnwwc n.E: n TYPICAL POOL SECTION 3 o r Pool P, NOTES: - Wall All construction must comply with Section 4 The Standard Swimming ool C `�1`Z 1.ALL CONCRETE SHALL BE 5000 PSI MIN. 0 g 2.REINFORCEMENT ASTM A615-GR60. E5 Edition 3.LAP REINFORCEMENT 15 MIN. V pao/E� "� ^4 DATE: 03/07/03 y 9 DRAWN IPA KL i'Z F1 CHECKED BY: )SK 3 Z SHEET NO "' - S2.0 f `�" kU C3 In 0 • ww r • cage i. Skimmer \ --t �° .i �6'ov e ef sill • u n y,; E • M.Drain El eel rkaa Box 3 Connections By Owner DESIGN GOOD THRU (N 3/7/2008 Maintain 1•Clearance es Between Slob 8 Pipe 8 x Stull Out j III Multipart Vol n Fiber Ali Plumbing Installations must oompiy with The international Plumbing Code Edition and State of Georgia Amendments o I .63.� o riackwaf}t To cu Svrrace Irrigation N i+ m With A`"' All construction must compiy i 2 The Standard Swimming Past Go L t.. F.I1,TGp, SLAB LAYOUT Edition 1 f u4 AT S- 01 1101.1-1,4 A E SPECIFICATIONS .1--•{14—T©- 1r+ATKfLLtul, At — SKIMMtsr, z. con...shall be mixed in the ratio at one -T- - ". LEGEND 90 tb, sock cement to each 1Y, cu. It. s a I land. 6 bit fI filler WoIR and floor thicknext droll be S'. Q Hore Bib gigs_Teel reinforcement bvr,>.shall conform to - •��_ - - / (� Electrical rerrice enlr, onnwiNCnn.E A.5•T.M.specifications lot high bond STRUCTURAL SECTION t"E4> Got meter deformed bort and shall be imbedded ' y ./ , in a minimum of 2•a! concrete _ _ �•�' Return 4'*I Walls and!hart shall hove d7 bar: tinder Deer light Pool ll�a.e.e.�Y. ''- ��. - * Gghl Twitch 0 Details 4 ° '-y� nfero:ion point ti r Skimmer q I Change of elettricol rerricc not included 13 Cup onchort 3 U` PROJECT NO 030199 NOTES: Properly lino owner's re3pons■bility U Lodder or grobroilt = D ATE. 03/1/7/03 x Aefocolion of exit ling underground lines i EE g 9 by olherf of required d DRAWN BY KI. ii CHECKED BV: JSK 8 SHEF,T 51.0 W nen the tiii sand , tquiPmeilt si "as te. e bottom of,i. wit return i• ittle't 6trig'S,ruri ml tt. • APPeention h:spelt/hot ** P°431 PiPtng to TI.ths . 1 mar . . .„.....,, ..„ . 44""rnTh'ra Pawls Attc-- 1 Ji .. el- . I. 4•.. 1,,', ,,,, "Ir - •= . . - - - 1111-*• p • .0-.6 ' n . •s..- 110 a i . ..,. , .• •_ .....z. ..rft&p „,,,i is, . . ,_,--- AP ...co n tin ue the sell d Va;Ivith a tight t7r.othP-r in vipAn 5 • . fill aud wazet corn ancessory rut • ' 'P"Crirx PrOss ' the afl3MPii:41) Cortrivit. e.• • • Until g-2--E' . smile , 5 - tz maehead. • t.". "'"`",.,i..* • • • ....r4"....„,..- -.......... . Iii 4............ , milii , I. . , , ... ........ . ...it. ......„;,...„.:. ..........,,, . .. .....i. prepant for k, . • as iiii, -4comarettee.,..t. ,strated in f -- Or ocet;..„, • luxe#1 • 1°4-irt 4 IN 1.1 0$7 Of the* 2. Th4 wat ar all by wSgina"1114 a aat howl - ow . COnCretzt a0/12,, • Nal' If the deck "Iicmte to bi worked under th,,, „,.. 14;hich -4-"_Intist be insotued, -ara arCond nig • in under and ov-12-4.'4c P°0I Patil rzarjea4 to, ,;5 The coil - Pool is to},.. er the,. , ' ' ‘44tQrtiott or s • ar MU retiu t14 —sttEnethin ater ---1-ult LIP co , trUcturai damage e' c cit.aoc*s of 8 cv d'art co ' the Pool wail. " --ercIsi°4 or abnonnallWr4ite'a - ' - • . : setthi - . •- • -• . . ,4•._...,„Cr............."...,..,,,,mws A.444, . • . .1/4. , ..... .-.-•.r.,,..:,..',',.1%., .--,...„,....... ..k. ' • - . i v. { 4../. . • ... . .. . .4404wedterar .„,. 04-414.e-.4..........w • . - . ,Ig,0 ---------- AU construction must comply with The Standard SvilmniinQP0ci COdejf....—" , Edition __ .... . ... AU Electrical Installations Must comply with The National Electric ----- Code 2A:6 Edition and State of Georgia Amendments 1 • , .General Purpose Contractor/Pool Ilkin Service Pump • 16 The Jacuzzi Contractor/Pool Service Pump is a multi- Non-clogging,semi-open, cast iron impeller for purpose gasoline-engine driven pump ideal for moving handling abrasive solutions. water in areas where electrical service is unavailable. Mechanical seal ensures leak proof fit and continuous Applications include dewatering, water transfer, lubrication. irrigation and fire protection. Gas-driven commercial grade Tecumseh OHV Heavy-duty, cast iron case will survive even the most engine with cast iron cylinder sleeves and dual element rugged applications. air filters for long life in tough environments. Self-priming pump with built-in check valve to prevent backflow and loss of prime.The check valve provides an effective seal for fast priming. Performance Dimensions .ono. rm..onrnr.nm ---- nr"_ ..../�" rr ir.rrr■..■r.rr.■...r.i■..r■■.■r.r■■r■r■n �i 100;=45CTR i II, Ili �� � noon. 1 I:::.: :. _ .■ I 1 jai 'iL'. 1 90 MINIM '.rri.r■..rrnrrr■nn.n■mrmnnl.nnn■rnnrnrrOmmm ME EN 30CTR I •:`••_-• _�. 80 r.�".rlrrr. r■rrrr .■rruin - rt■rCrr ■■rr ■■■rrrrrrrr ■� . r■a km,. � l_ 70 on.nn■ mrur.:w ■nm■rnsmnnnii.:msn■arnmmnrrrnnrrrnm millUI p I B l 0 60 rr..■r■■. rrrrr..r.rrrr■■r.rrriii■;!Vr.rn■■■nrR..r■...ili.�11�lrrrr...■.r.rl■.rr A W rr■nr.EM- ■ .. ■►_ ■511601111M 111 ■r.rr.r . . rr■rrMM rrr■a7AM r . Ir■r■■r.rr►N.■n.r .■rr O n MMMMM ■ nnr ..... . n•■o.••nom rr..■r..■rr er......r■...rrrr...n.rr..E \.r■ W 40■■...r�. ■a■n.�.n. ....ra.na�U.Ew Pill W rlr■■.1.rrr r■.'rlrr UIrr■.■■..rr..rnrr.■r.r.r..rrr.■.■rr. ....■r■r.rri.1•■■r.r.■ I M.1� ■.nary Cnrr........: M 7 rrnno.i MM., 30 rr■rlrrrri.rrrrrrrnirrrr■rrrr■rrr.■rrrr■r■lrlrrrrrr1r/lrr•UIraldi ri■rrr►irrrr= I N.ii•w■••u •rrri. I Itrr= �`r\rrrls �Ii` 1 11ji G•■ 1 `' 20 rr■rtiiiiirrrrrrrrn■nnrrn■mrrlrrnrnnnrrr■.minmm�mnassamsri p I���- 10 rrmrmrrrnrnmmmrnrrsti■inn. a.mnrnrmtrrrnrrnnr■■rrnnrrn. �r� " rn■.o■n' ■i■ n°■ l�r IMMUNE. MAME • A ..uuu■uo..■.■u !. 0 20 40 60 80 00 20 40 GALLON PER MINUTE ust 14� GamY 11-act t ° Mi9 Dimensions A ion� to S tmn e SB Model A B C D E F G H I J K L lb OCIft 30CTR 17.0" 8.9" 7.1" 11.2" 12.3" 10.2" 16,5" 5.2" 6.0" 2.2"_ 8.5" 18.0" 45CTR 14.7" 8.9" 7.1" 12.9" 14.0" 10.2" 15.9" 5.3" ".5" 2.2" 8.5" 18.0" • Ordering Information Capacity CJACUZio Ordering# Models HP Tank Discharge Suction WT. List Price • 9321-0607 30' 0CTR 3.0 2 Qt. 2" 2" 56 lbs. $579.00 "The Most Trusted Name In Water." 9321-0805 45CTR 4.5 3 Qt. 2'' 2" 63 lbs. $689.00 12401 Interstate 30,P.O.Box 8903 Little Rock,AR 72219-8903 (501)455-1234 FAX; (800)662-6044 © 1999,Jacuzzi Inc.All rights reserved • _..,'.. ,.1..... _1,.....::_.;_ _ ' ,. :• ' ., , {. • s P-,z r -,-.1,-f% i • { �Y • • • • • • • • • • • • • a -,qtr "The Most Trusted Name In Water'•rM BUTLER AVENUE 80' R/W y"0 N 20°30'00"E 60.00' 5/8" RHF 5/8" RB O a a CMF o N 20°30'00"E a -i 69.97' >1X CV ao P O A v(310.2' a 10.2' IPORCH I Z I Iu f Q1 et 9 I 6 to TWO STORY HOUSE c h. di UNDER 6 LOT F-4 Z °. CONSTRUCTION pp ua LOT G-4-1 LOT G-4-2 cD CO cD- ODI III 1 I PORCH ,4 9.6'on d°10.3'b ). c\1 6ci cv 5/8" RBF® v V S 20°28'48"W 60.00' BROKEN CMF LOT G-3 PLAT OF LOT G-4-2 OF A SUBDIVISION OF LOT G-4, WARD NO. 2, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 612 BUTLER AVENUE FOR: ALVIN L. DAVIS, INC. ACCORDING TO THE F.I.R.M. DATED 6/17/88 THIS LOT IS WITHIN FLOOD ZONE A8, BFE 13. EQUIPMENT: TOPCON AP—L1A ERROR OF CLOSURE: (c;---1,ORG/4 LINEAR: 1/- �,ZSTE ANG: —"/ANGLE J. WHITLEY REYNOLDS R-.6 BALANCED BY: - PLAT: 1/35,300 LAND SURVEYOR it ed. 49 636 STEPHENSON AVENUE 0 20 SUITE C ' SCALE: 1" = 20' SAVANNAH GEORGIA 31405 � sUR ..4„4 DATE: FEBRUARY 28, 2007 SURVEY TELEPHONE: 912-352-0464 '7'LEY ,./ DATE: MARCH 4, 2007 PLAT FAX: 912-352-7787 0 I'7 FILE NO. 06-83B