Loading...
HomeMy Public PortalAbout07-0018 Quick I. 0 0 a CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01-17-2007 PERMIT#: 070018 WORK DESCRIPTION: SWIMMING POOL WORK LOCATION: 1011 LOVELL AVE OWNER NAME JENNIFER QUICK ADDRESS 9 ROSE AVE CITY,ST,ZIP SAVANNAH GA 314067528 CONTRACTOR NAME STRUCTURES UNLIMITED ADDRESS 1402 GROVE POINT RD I CITY STATE ZIP SAVANNAH GA 31419 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P 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,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: Ca'yvt4,,,2 (Ci P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org • Insp ec tion Report City of Tybee island 403 BM ter Ave Pf.). Box 2749 Tyllee- Island, GA 313Th .186-4513 extension 114 Eim:, (912) 786-9539 Perm : 11=1 Date ate Fii-,,t.1sted Owner's Mame Date Needed Gen. Contnctol" Subcontractor e--- 0-5-- 6 A Lton i D. 4-7 ( /Ad Date ot r,spe-f7b0 pct- Type of I tEse die tel .72> V-VM stv—■ QP8 DT c_21 • .1 • 2 // • • - CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT ois O'7 - O a ( sEi Location: l b\\ L.6k3d( Ausi2,nu PIN# j 4 -66062 -/3`607 NAME ADDRESS TELEPHONE Owner ,,SP./na w,Ck__ 9 � fit?. �a 'L JAI r 42 67 Architect or Engineer Building _ nn _1�, Q �Z Contractor ryvi l.�l�k: �C 1 Lte� LA Y1,t. .: n icy- j I 1 1 &L (Check all that apply) El Repair [ Residential ❑ Footprint Changes ❑ Renovation El Single Family ❑ Discovery ❑ Minor Addition El Duplex El Demolition El Substantial Adition ❑ Multi-Family 1- —OtherRoo 1 El Commercial Details of Project: I Estimated Cost of Construction: $0261 C. ) v Construction Type ( (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(pleas s ecify) (2) Wood &Masonry (5) Steel & Masonry COY\ (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 �,(} .. ct( j . Construction debris will be disposed by(x jy r4N7 rit___, by means of i3Oetok_Mod,4ty . 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: � � or-7 Signature of Applicant: Oi 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 Permit Code Enforcement Offic /D—O; Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections - Aid to Const. City Manager TOTAL All construction must comply with The Standard Swimming Pool GOd i=d' o{ via- met Chatham County �d�tk� Coed S.Nke o Pn mA or Job REVIEW FOR CODE COMPLIANCE All Electrical Installations must aev,a+n comply with The National Electric Every effort has been made to identi4 Co.deywith Th tion and State code violations, no oversight by the of Georgia Amendmertts3 reviewer shall be construed as author. ' to violate, cancel, alter or set aside M� �. any applicable codes or ordinances. T1i: . „ X1,.,10 eK-i1 UI�) 1/2''RBF rev ew an. e: ii •p 4 . ._ ..... i : t4 (J as a warranty or guarantee. foo( wlit be. a_1 .f - � P n l rl``-'. `, 1nc Reviewed By Date 07 air,_. - i ` - o- * oo o c‘2 • All Plumbing installations must m comply,with The international Plumbing .4 Rta>k E+xtepoviee wI Ete•-- Gode_ _Edition and State of Georgia Amendments 5 war SEt.-, LA -+-ee� q GrdTE. S 70°42'5x' 5/8" RBS x — 78.8(1' __,, -.7- _x x x • z • N. 30' LOT 35—B Q� o m m < m 01 Q 0 W o° x �[ e 0 Z �1 tPOOi , &c l- nI P o `1 V IIK2., ` ov t CONC. e/ o W VV ' �l CARPORT W O d o 0 b iy 3' Cool deck►,n8 �p �.� z a2.auru4 male et:61— ---- e a.31 — — __ ; ° 1. - 5 8" RBF, x • X l"�5T1 31Y x a/� ! cn / 'x�x-_ –� x ' !X42'5 • Flood hazard zone A. BFE__.�_' No interior finishes, walls designed Loa bTt E t3M. to allow entry and exit of water no �i mechanical equipment Only parking, 16 limited storage an building access 1 o 11 MOW BEE- I S. 30' LOT 35-B C o nl 0 II o_ General Purpose Contractor/Pool Service 111 Pump II 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 edigiAonments. Self-priming pump with built-in check valve to prevent Ali DpnStTUC�il3n must�DmP{x backflow and loss of prime.The check valve provides The Statl�atd$wlmm{Dg POU1 ��� an effective seal for fast priming. Edltt�fl Performance Dimensions c .unu....... a mr= 100=a i� �.iiiru ■ .. him I/c.9 ii..-au.i .. ..... ■ . Col 90 iia■ °■l�ir.....rrr.r..ar. agar■ ` • MN . .lnarrua u.. I 1111 30CTR■ i...-_.H a.■ ■ mar -■ \\i 80..-.am.rrunnorrrrr.rrrr ■..-•r1umo.r.runr..ror.umorumm�r oa.au.._v�oa.un....■ ...wen■ • p,.Uffn 70 .raaaaia.._ ■arr■a.a■■uai a��”H.Uaa.raaaaarraluUU.auaaa MIK . A . auu.A:. 1.7.1.... i _� . uu.=r _ a a. iu, l a Q 60 o...a.i.i.n..■ui uuaanr■aii.. as aauu.ra.raali siiii.- = A tu . . _ 11 li M :VIM U. 50 ..urn. i...a.a .uai.:.o`mrrm LL 40..uaa...; .0 alr naar.rraa.au.ua.aa araraauurr.�∎l��a..aa..raa.\.u.a.U.. ,,,, ■SNI' .eau a ' 1011 . ��►< 30 rrua■murar asau.ar.aaar ra aara.rn nr ur aaaaaaarnunrrnarrau:uuaaaurnu. I r 7'1 ..aa■■■... a. ■ . ..u. ..= C ,,C.... IIII IN i 20 mini uri.auauui I�� �`- ..0. . .... F 7 1122212122221 1 I." 10 rarairaaa.rurrarrur rraar.ra...rrr■uaura•..■a rar rarrrrar.rrarrrr.rrrra.r.ra.mra uo. . per i i.al ■•• A 0 20 40 60 80 '0 20 40 GALLON PER MINUTE Dimensions Model A B C D E F G H I J K L 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" 7.5" 2.2" 8.5" 18.0" • Ordering Information / Capacity JACUZZI® Ordering# Models HP Tank Discharge Suction WT. List Price 9321-0607 30CTR 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 . zu The 31" SandStorm features a durable ^t ! ` 7-way dial valve controls filter, backwash, corrosion resistant, ultra violet resistant. — - rinse, drain, whirlpool, winterize. and test precision molded one piece polymeric tank j operations. The 2" valve features large It is designed to waterways for better flow. handle up to IOU GPM Twelve year limited tank warranty. Spherical tank design for lower stress and longer life. Patented UniFlo underdrain system jib self-cleaning Stainless steel clamp allows fur laterals features 360"rotation of the dial valve for L'cilttsive-snowtlak easy installation. underdrain s>stert which pro~ides 2" plumbing for less flow better sand coverage. restrictions. Sturds injection molded base for secure Patented water distribution s stem tank supIx,r 1. combines exclusive divertor and basket to direct water evenly across the entire surface of the sand without sand migration or chattncliher. Performance 1)imensions Model Na. Sq.Ft. '1'ata!Gallons('imitated Sand 'INV I 4 Xi) 34.560 46.080 5(0 lbs. 4 (mmmrrrtal flint'rate • 20(;fit!/,j. f,. .fi't'/ Listed. Re sidenna1 flan-tau - 2S GPM/Sq. It alurimum liltrnue1n rot: • "'a NSF listed t . MEMBER —. r - (NSF) NAI IONA� SPA L POOL INSTITUTE "The Most Trusted Nance In Water"TM • When the fill sand has reanbeci*he boon of the retum inlet 5ttings, tun all the. pool ppIng to tile -- equipment site. ,...,..- . . . Appacsor fl Swimming Pools Appailtattort 1: Spas/Hat 114124 . _ . • • . - . rn M .2,, , 1.111 - . . 4.. .. • 19; . • . , . •ir-,. in-1 • .' * e'. ik----"-AIIP Vir• III • -........- - . . . . . . . ■ . If the pocki is equapped with a light or other in wall accessory,run the appropiizte conduit or piping, .1continue the sand back fill and water convection process until Enish grade is reached. . . . • rat'loymitracreicoramma . =cog law arauswaaauntot • a .... - "M. I,vi,,,„„,„„iim,4, . urroncommoasist •, Poolooi. . , +Ir.-••:: r / . • • !‘`••• .4••• • mum ' . • ...- ,1.. ..,....:•......,-........" . . , . Prepare for the concrete deck or collar by digging with a flat shovel under the coping to the pool wall as illbstra.ted in figure#11. This will allow concrete to b worked in under and over the coping lip to • - .. .... Jock LI the'lop of th.e pool.. If the-deck-axea au.vund die pool is to be something other than concrete,a concrete àlia r must Ix:installed, The collar win reclilce the chances.df erosion or abnormal setting ' wItiah ini3T1ead to distortIon or structural damage to the pool vrall. . - . , . . . . . . dgjArrex.g_ifice rede.., (....1..u.. e Luc OA do'most a ItAld .141.117.11).0 44.4sesei....—...ef..;',.;...;,...•:••• 4;,.7.1 ri--41--- ' - A rl....h.-4 • . .ff'' ' . c41.4ner c*Ar...ae• . ..1. . •.r, w. ., . • — -... . ... . • ( - - „ . Rs-.Ars a m 1 t do. 40,410Zir Aril . . ;w41eo ea—ms.-R411..404.0 IrAL COR . .• Pt:244e ririikAA7.0 - ' A.04,0.et gtz . , . �r N TRACTIRI I Q L SERVICE VI/MP 1 ■ General Purpose Contractor/Pool Service Pump % / ° 1111... .*:,-.41. ', - 4-'1 ' ' 4 ", '', 't Oti, h a% sue. 1 t 0 llt 4 t t A 8 , t4., ' , N vs d mow, _ - 4 • q.:"ate i ,,x ., r 111 J ' tk 11 0 *A ----- _----""---- ' \ Ft let 111 .1" 'I _._ I • L a • ■ JACUZZI® III "The Most Trusted Name In Water."'m ■ $ 1, , i NI* N „„0.1.: ..,,:to -.%, - , ... „ 4-4 .;t, • iv'. all. N i ,_. Ci) k, '\S IA r■I .-47- •i t •- ' , ...° '; •,• / - • 'r. 1g ■'C',..,, ..**-`7-1..r- . —.-.--; S 5‘ 0:----.. : •. . • ' ea , V . _ 4446. ..,,,... :,....f.i.-..7,-,...?......,:. 4.''''' ' 4■• ' * ,' i . 1... - , •••' .■•• ‘1,.. 't ;. '1' .. 1.A. :: .."Cs . • ' .- fohn....‘ rill" , J."40 il....,.7 •,,,,..400, N• I IS*411i , *alak , '' ., 1.1 .■`,... \'il.''' .ki• • ' *114 . . '.. .. . . . ■ . • . 14144 : t' ..r • .., ' .. • ■ 1 4 7 • _._ .T. 7/. 1 , , • .d . . , : / . ,.‘. . \ : , . , . ,.,1 • .. • . . . N - ,.. , .: ,,,:....,,i .., * k-,', ,,,: ,/1., , ..'' .,,,.' ,... . , . .. __. i • iiii . . • 1 . . t.: P p t . • . , . .).•. . . • • , , 1 \.• .... ... CO) , 'f■ ,-44Z ...... ., .0+ ■t E.44'.. ..„ +, vy •• ...1 144- -41.... - + + - •■...., . . ii Ck.F24, ,i, • ,4 +NV' •••,,. ,'.': \ : • ' .,.• r ,,, 4 •,, 4,-, : ., 4. . r ' -' - .. \ ' , , '1 %, , , , ... -... , r \ t E..,• - , . '. ' . '• .sei .. - . 5- , I lk,i ').,,,,, 1. ., ., ., ..... ... k 4 + 1' . • . .,' • '1r Ia c.. .. , ■ . u31 I, -,/,‘;9•' "<:.0.. ;; 4� ��, on ((.- h 1 clitilil d� 'tO F� .S �. ♦A'w © '• Slim mar "0 471 t gS. �r !e flit 11711 . t—i U C y d � H - het,Drain Electrical Box 3 DESIGN GOOD TNRU Connections By Owner 3r7/2008 Ni �� s M°inlain ) Clearonco it Between Slob . Pipe I Stub Oul 1 Filter I uliprl Val.,e - i to 4 s. O >am 0adcwosh To Ark Surface Irrigation s -c-; •1� I Pi lx FILTER SLAJI LAYOUT I E I 5 IUI-i tS rtts4j1.-4,re Ili 1 iK4MNtGt I SPECIFICATIONS J1414—to" wAru..tr.,� At, J 1 celsrere droll 6e mixed in the roll° of one 1" s tr - a'—�— 1r i 4016. tacit cement to each Vic cu, 11. b' ,Eng 05" ,tlt- t:1 filler .0 sand. 1 . 111 Q Hore Bib t Wall and floor thickness shall be 5'. g"s"x i iii DRAWING nnr_ 1111 I (E} Electrical service ',Mr, I Steel reinforcement boys shall conform to 1 / z" � Goa mnser f A.S•T,M•spediitolions for high hand STRUCTURAL SECTION �— _.•/ •. -1 Return t deformed boss and afioll be imbedded in a minimum of 2 Hof mna'" /#s Underwater light j Details 1 walls and floors rho)) hove i3 bars �° L.rtr�i_ _ $ Light switch $ Elevation point o a DI Skimmer J t.r Cup anchors 6 PRo0C3 Na 030199 Change of electrical service nor included � DATE: o3/ouo3 5 NOTCS: Properly fines owners responsibility U Ladder or grobroils Relocolion of existing underground lines by others os required O DRAWN BY: KL y1w CHECKED13, f5K `�s 1.6 t Wear NO iiD i f.- S1.0 A wa D,,_:/ oar.I .' Al i ' €° r - 'w 43:0 1 yi �No, y261 C�"6 v a ,, ,b,„,:,.4s Q.. f i;tt,,` R1 ,. 1 ":f IWI 1p QQt i Off° h U C ,� � eC��� A� Uw`�°a „..„..., . ,....._.. .. •_ COP/Al? —___,_� t DESIGN GOOD�RU . • s i,_ tf ra / ie -9 fn°l cie i 3 C \\\„...,,,,,..... • s mss rn it o z fo A CO I =111- 1 COMPACT TO 95°r6 2 MIN.STD.MOCTOR #3Q12"O.C.EA.WAY 1 ." 5 f e DRAWING TITLE: i TYPICAL POOL SECTION I Pool Wall Section i NOTES: 0 1.ALL CONCRETE SHALL BE 5000 PSI MN. d PROJECT Na 030199 2.REINFORCEMENT ASTM A615-GR60. n DATE 03/0/03 3,LAP REINFORCEMENT 15"MIN. D0.9,949 03 K R CHECKED RY: /510 StIEETNO dd S2.0 i° g. wo , . • A\ / \3 (U i Ct...? e 1/2" RBF f)0 0( t ) i 2- 6...,. ._hoz")1.0.e4t_. i CMF pw\„,p lk iCo)-ol \ 4 4 •<4400 i'n 6 ci) S 70°42'5:7E 158 95' -----"- .— x x x_ •x - - x x----x „ x x --- x --- „ ., 5/8" RBS 78.80' x -5/8" *BS 80.15' ' x x x x x x X- . -/-------" ---1?' "■,,.. .77,-/'- ----- DECK X , r:4 Z ; N. 30' LOT 35—B e ___p N. 30' LOT 35—A ../ ..... ______________ 0 0 0 CO ; CO ! ----„......,....._ r Ci CO (0 8 L..... -- 0 9 0 -a 01 I I . it = _ ._____ e C5 I cx41 0 CP1\e'fae .? ' ,1 v Poo' lb 6v-, , Iri I Pa° 1 CONC. ,--'7'' ;14 a) 1 frew-licpadr3 Iws..) e fl lib r..4 . ..7-'" CARPORT C.0 0 1 STORY FRAME BLDG. 44C b g 0 0 1-4 _ 4 3' Cool hev-0,5 , ______ ....4 c: z.9 3 z 0_0w-A olakftio— K-. - b„ i _F-j 0 5/8 RBF , vq 78.80' 5/8" RBS 1)(6P65e'dt-6146"(#k- 80 06' , rzl ' ----7- -A______x_x ........ ® =MIS= - . •" t: X•---- •__ g_m42'5''''W 158.86' cn I 1 z . 1 STORY FRAME BLDG. Z-8 NI I ----1 o o S. 30' LOT 35-B 1 S. 30 LOT 35-A o3 o , o . .. - -- - -------- , 1. "X" IN CONC. ,_. _ . -40 a_ o u.)-4 , . ii3. fr.1 ----- c) o 0 . &° -46 cv Z ---4 r..., i co x N 70°42'57"W N 70°42'57"W '' . 78.82' c' 79.57' <-4 — _ , 0 ELEVENTH STREET ACCORDING TO THE F.I.R.M. DATED 6/17/86 THIS SITE IS WITHIN FLOOD ZONE A8, BFE 12. t PLAT OF THE NORTHERN 30' OF LOTS 35—A & EQUIPMENT: 35—B WARD NO. 3 TYBEE ISLAND, CHAHTAM TOPCON AP-L1A ERROR OF CLOSURE: COUNTY GEORGIA cflp°G4.1 i LINEAR: 1/- y c,\ST r. • ANG: -"/ANGLE BALANCED BY: - J. PLAT: 1/102,000 LAND SURVEYOR c.., NO. 224' i f:-.) 0 10 FOR: ELOISE A. ANDERSON 636 STEPHENSON AVENUE K r, , ' '4 j 1 SUITE C 11:74 . ° :.%/1 SCALE: 1" = 10' 10 0 10 20 30 SAVANNAH, GEORGIA 31405 , & ' • - DATE: JUNE 27, 2006 SURVEY TELEPHONE: 912-352-0464 Minunilimul DATE: JULY 5, 2006 PLAT 1 -] FAX: 912-352-7787 a 1 _ 4 FILE NO. 05-188A GRAPHIC SCALE --- FEET . . Ainsmummewow 40•••••••••=•••••••6. Asomm....m. --- , .