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HomeMy Public PortalAbout07-0111 Davis I ' CITY OFT TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-14-2007 PERMIT#: 070111 WORK DESCRIPTION: SWIMMING POOL WORK LOCATION: 703 BUTLER AVE OWNER NAME RANDALL DAVIS s ! ADDRESS PO BOX 30158 \�.' CITY,ST,ZIP SAVANNAH GA 314100158 �( PHONE NUMBER ' 4 „}'e .►' S`tcy' CONTRACTOR NAME STRUCTURES UNLIMITED ADDRESS 1402 GROVE POINT RD \ Or' CITY STATE ZIP SAVANNAH GA 31419 C/! t�q_0-w GS FLOOD ZONE / V BUILDING VALUATION `k SQUARE FOOTAGE Q� fr , p1"N'r ' /\9' OCCUPANCY TYPE P /� R(i ��IP TOTAL FEE'S CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $20,000.00 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,tire, 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: C)ji5 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org - CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT fit Location: 71)3- 1Yea/( /1/ ,.. PIN# (°'IY V° /,'' °0* NAME ADDRESS TELEPHONE Owner ett/L/ i3oiii l�a-v),_ Architect or Engineer Building -5> 4 elr e,S / -4, 'v �%mot 42 ' r`P---` Contractor z h4 r>14/'re.- 6 ,_,-;:iik t#il4-jam, ¢, 3/W7 9 . (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other ' 1'i ,4z%. ❑ Commercial Details of Project: 0 Estimated Cost of Construction: $ a 1)0 c,, '._ Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specs ') (2) Wood &Masonry (5) Steel & Masonry (GP✓o71-f,G4,1 / De,/� (3) Brick Veneer L 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. C Date: d Signature of Applicant: ,/-fe4 o ,4 -2-e&J' "--2-91-- Note: A permit 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 /, i / di_ Permit Code Enforcement Offi - ����!_ =' Inspections Water/Sewer ✓� 1111/4/ Water Tap Storm/Drainage Sewer Stub Inspections ed.AFKO Aid to Const. City Manager I TOTAL 5 . 'S'o2c.1 • i1 F, r. oFxnl...._ �i c 6.1-1 ra' rF. t7 an � 1�f pm� [Ky�¢464 f (.aFKiafe1C- • j¢°V vjf4CVC L., D its Jfi • 1703 u-r I ASE Eso 71 PL9"Y 1-.ta iJ I1'_._... Itm No. .�... CEO sk...A.0N1 u KT,, �_— 7,i1/Z0 DNI SL CI 7 NIA1V 5T4t.-SSE-ZT6 b'Z=ET L©@Z,/t6/T.Ei • S) 1 i_ . , , 1 r n , .....,_ .4, 0 i›, ,-- -----,NN. NV-- , . :11 \4 il iH H! ., . I , . . ,•, . : C II p . II' p I . I --7,4, /7 fd, it'apif i "` No, f231 0 ; It �9 66 l' Qe n f rH uSu G W N (9/0 71<DATA L.•--'"7 DESIGN GOOD 111RU 3/7/2008 IJ ,, / 1 9 �� l o° ved Set of coals T msees:" y j`1 1 1 a ll ro A �' i E m Job Site at 4 --_____ u An ApA ain on �� _ = �_ , o o Rem \.. v t oc ' ii Chatham County , -- REVIEW FOR CODE COMPLIANCE ALL CONSTRUCTION MUST COMPLY THE SSTD to—`PY AND THE IRC ONE AND TWO Every effort has been made to identify FAMILY DWELLING CODE EDITION code violations, no oversight by the AND STATE OF GEORGIA AMENDMENTS shall be construed as 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 guarantee. All construction must comply with The Standard Swimming Pool Cody i Reviewed By e5A- Date 3-13 o7 F.ditiGn 11,1 / 03111 �° rvt �� ia;:L ; ) � �eY •fI ,��4 u t �° Uwe NI $Icimmor ! t•• ��•, r sy 8R Ili 'A `, i•1•'� • �,• E)eciri[a1 Box ✓L ��� (�� 1HRU I" fii -M_Drain Connections By Owner CU El' 3/7/2008 Maintain 1 Clearance Between Slob d Pipe Stub Oul Filler Mulfloorf Valve I m gp o 6 as Backwash To All Plumbing Installations must C-11,2• Surface Irrigation oon ply with The international Plumbing Godai<dition and State of Georgia Amendments FILTER SLAB LAYOUT 1 "g f 1 {ut-aTS 4v...1, ., _ E� SK.IMMtr. s SPECIFICATIONS �-+t}� to' r tuATl44.Lfyi A' LEGEND_ ��e�shall 6e mined in the ratio at arse + r ; is lb. sock cement is each 4'rr cu. A. -r � �� ' �" t Filter 4 rand, b ( FF sI11 1� Q }lass Bib 5 Wall and Boor thickness shell be S L�^ J f�f1 i© Electrical service •atr, anew cnnr_. $ea)reinforcement hors shall conform to r•1"�^— I T° Got meter i A.fotm* specifications ra sh for high band STRUCTURAL SECTION ! �,yr./• r 1 dtformtd bars and shall be imbedded Return 4 in a minimum of Vol mncer` Ar • r ' nderwater light Details Walls and(hors shall hove 03 bars L ....J1 __—, ($y light switch 4s 126 a.c.e.w. "'e"""' V Eftvnlion paint a i 0 Skimmer J Cup anchors g raoJecrho osolsv All construction must comply with Change of electrical service not included ti DATE. 03/07/03 Ep F NOTES: Properly lines owner's responsibility ladder or gralsrails nx maew. ID. The Standard Swimming Paul COdr3l` Aefacolion of existing underground lines by others of required i CNFCKF:n BY: JSK Edition SHEET Na �s' u Eg g 51.0 5g $o , NV n the WI end has c.' -c,� ioct of tai. . P e S I s return inlet fz£t t# the pc�o#piping to cne Ar k bias ! ..- marvs,- . .. x • ' oat . -1:-..".....› m a . ,. . .,.. .. . . Ami is .. . .................... _ ... . . p . .._:_:_-1, wrap- ..... . - . . . .,come is e a light o.other in wail ,fiii . convactiaajpsvmss2ccemtimuzn atsh.thegradeariPiatijate ooult orp �- . . : ,.,... , 1 . • 44.0 frj,'"?'"e e pro,,,,.., . . - 14\romiijic, , 10044101114, • • Prepatt for thc concrete deck or b g la es o as tt8t ld geie#12•• � will g g.WL4 i ' ° II"' . . . . 1044kje# � p If the t K to b w is nailer and aver IX'c o he ioatew, ate l Is to be no t.n cu Y to disear will ura t, erasion up or s to the pool Sethi . mss.--...:.--1,c,12..,-s .= _ . f. • �'n-era�,,y� ,.,. All Electrical installations must • ;:, comply with The National Electric Codo Edition Amendm a of. Georgia ents nd State All construction must comply with The Standard Swimming Pool Cody i Edition • General Purpose Contractor/Pool ; I 11 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 c 11111111 I '.... 71 ME MMMMM INNIMORIUM MMMMMMMMMMM MOORMINNI 100::45CTR • lEi‘77:27", A. 11 kil..74.1.1 MIA 90•••••••••i••■•.:-...••• MMMMMMMMMMM••mm 1 mm MINIM mmmmmm IN mmmmm al mmmmmm minum mmmmm ima i 1 . 116 Q-,)1 MR ..-". 3OCTR fil ilib...7" 5 Ili...7 mm X m MOIXXXII i 80m mmmmm mil m XXXIMMI..7.1 II ...7 ..r. 2 m 16116111: illii.Z■411XXXIM -- 70•mmmmm••• =iii•Z:::••mmmmmmmm ammanws mmm;I; -..■m:m MIN A I ;" ..: __ B , 060 ri••••••••mmmmm..:•• z... A < II .7 W MINIUMMEMB .7' , = I ■ , :411 IL 50 mmmmm IrarIXXXXXXXXX;XXXXX551 mmmmm X mmmmmmmmmmm X1W04515XXXXXXXXXXXXXX511101 MMMMMMMMMM I 0 1 1 IIIMMUMM :EMI : II M : i61 W 40••••mmmmm I mmmmm mixammumalar ass mmmmmmmmmmmm um mmmmmm in:. 114 a . - LL 5 I .., ,1 30 muniumhoulimmanlazonammuummunirisimmininnammumnib:ro IIIIIII■11 mu a a II a :UMW I 1 0 20 simiami mmmmm malmainum mmmmm•osommomom mmmmm al mmmmmmmmmm mala mmmmmm manosa F M 11111‘ 1111 B 1 Walt k 10 nommaniimumanaminumismossamosmamo mmmmm ismimaniumoutimmum ' u 1.11•1111114111' 1.1111111PINEL w4-5 I • a 1111 0 0 40 60 80 00 1 • GALLON PER MINUTE 40 AO `-‘011/4 le tOv%•____Aa.,.........-** Dimensions c „owl-.weiP Model A B C D E F G H I ..1 K L KA GoINStl,7,6 S11\011‘ Ordering Information ____ . Ordering# Models HP Capacity Discharge Suction WI List Price JAW C---__ ■i!■)-1! (;) • "The Most Trusted Name In Water." 9321-0607 30CTR 3.0 2 Qt. 2" 2" 56 lbs. $579.00 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 r,r : - 4 - { b r , ', g " 4 011iiir Alit "1 he.ibis( Trusted Name In Water"''' SEVENTH STREET 60' ,R/W At S 70°24'59"E 92.95' _ SET 'T' CMF W I a LOT 10 -A PZ 0 0I � H 0 1 O H L.431 ° �� co O cli co S 70°24'14"E 92.97' 5/8" RBS ® 75. SET "X" w 0 1..:' ""p 20.1' z IS e Z I FORMS FOR ~D 1-", DRIVE I MI N•••••1 LOT 11 -A r a o x I m� w a TWO STORY HOUSE C-1 UNDER CONSTRUCTION on, I a al to 'Q FORMS FOR 0 E DRIVE C 4 16.7' 20.1' auf oz °' uNp. Al - MM. N 70°23'30"W 93.00' F.4 o') c - te,cv LOT 12-B LOT 12-A °a ,- o Z- 0 "X" FND PLAT. OF LOT 11 --A & A PORTION OF LOT 11 -B, WARD NO. 2, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 703 BUTLER AVENUE REFERENCE: PRB 0 159 FOR: ALVIN L. DAVIS, INC. REVISED FEBRUARY 4, 2007 TO SHOW IMPROVEMENTS UNDER CONSTRUCTION. EQUIPMENT: TOPCON AP-L1A ACCORDING THE THE F.I.R.M. DATED 6/17/86 ERROR OF CLOSURE: THIS SITE IS WITHIN THE 100 YEAR FLOOD LINEAR: 1/144,600 ZONE. ZONE AS BFE 13 ,. $° GZA ANG: 4"/ANGLE CsZ5TE):? ,� * BALANCED BY: L. S. J. WHITLEY REYNOLDS * '�' PLAT; 1/141,000 LAND SURVEYOR No 22 )tf.N.1 o 20 636 STEPHENSON AVENUE ., �'.� �' sow f 1 2Q SUITE C 1" = SAVANNAH GEORGIA 31405 ` DATE: FEBRUARY 24, 2006 SURVEY TELEPHONt: 912-352-0464 /TLEY � DATE: MARCH 1, 2006 PLAT FAX: 912-352--7787 / Gt I) FILE NO. 06-29 C