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HomeMy Public PortalAbout07-0142 Murff N ���Ci1�XT.r CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-28-2007 PERMIT#: 070142 WORK DESCRIPTION: SWIMMING POOL WORK LOCATION: 4 TAYLOR OWNER NAME GERALD&DEBRA MURFF ADDRESS PO BOX 1884 CITY,ST,ZIP TYBEE ISLAND GA 313281884 PHONE NUMBER 770-943-5964 CONTRACTOR NAME ARCHITECTURAL POOLS &DECKS ADDRESS 101 WINDFIELD DR CITY STATE ZIP SAVANNAH GA 31406 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $ 0.00 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.•dIP Signature of Building Inspector or Authorized Agent: A,,,,._ _,41 4 0 , j,,,, P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org .1 •••• :\*.t Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Pilau e: (912) -186-4573 extension 114 Fax: (912) 786-9539 Permit No _0.1 —0\42— Date fienlies.tftd Owner's; Name Avr -c-C Date Needed C S— 2 c,en, c fltrar to, Ar . siihrontractor --— Co rItOCi MI her \-<e Cq 'f) H' ( -00 0-7 Location 71 D C- "71/r7 Inspector Date. of Inspection Type of 3 rispertion Q t 7") m e'nc3N T, Pass ...F4-j c-sa Fail Ej 1 . .. .. . 1 .,:,9sk-•:•.4 A. li , 1/4,...,4%•.• •••:4,.! , •.,• , ,.,.. • „., i ...Iv. ...,47 .-.i.,,, ..,..:k.. - Inspection Report City of Tybee Island 403 Buffer Avenuo P.O. Box 2749 Tybee ] and, GA 31328 Phone: (91)) 186-4573 Pxtenciori 114 Firm (912) 786-9539 L./. .1 2-- ) -I - 0 7 5:4 e r ra,i t i''';Ch_ Date Requested c 41 Owner (7 i 0 LI- i IC-0 7 Date Needed ,--, - subcontractor / ---71 . . i --) 7 / -2 C 1:$nt a c t N timber -.— c 41 /a„,./7. 9 (-- •S"111" . , / !....i.f . --"7"--,, ----I:74 • •_1 i A7 /:..;;--:-_i______ i rtSpectrv- L Date of Inspection , n ,- f j.r.:f7,-..p fh.cti 0 1,1 V r ---' 1/4--;-/..' 4:1 t.,-) , r -c..?-- - <- .,,,,,I,.,/y. ir,..-1 - Do 0 i „ 6-- Fait i I .:.;-,,„L,..---:•,,,.. .-,-;,;,' • si -'31'6: .--;.;:-.-- , •''f.,:, % -:'...::. ....- •.` *-;" - -5", ••',..`;;..- .-•-:':;• . '..'.;: .. - . _ _-- __ • - -- ------ - - CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: )t pY tr tkfrx I5q 7 PIN# w1 d ibiock. 35 e- V1d NAME r� ADDRESS TELEPHONE Owner Deb% r'rf" Ial fb�c '16\. l 41 6 ©. - b Architect or Engineer Building At6ht j} Uii-i k tO M}fn s WJC' 't(2- Contractor <r05; (n,G GR . 1406 2-- to19.- 0.11110" to t el (Check all that apply) ❑ Repair 1 Residential ❑ Footprint Changes ❑ Renovation El Single Family ❑ Discovery gr Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family 2 Other iq opod r o ❑ Commercial Details of Project: (110 knt)h €f WV6p .001 Estimated Cost of Construction: $ ..1/ °D.)O Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Oth r(please specify) (2) Wood&Masonry (5) Steel &Masonry PQ I (3) Brick Veneer y Proposed use: 5) 1e -f( �1A ?Obli 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 COOrki 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: 22 t Jam` \ tX Signature of Applicant: �!l�' -b)1.6 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 A yV Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator ■Iy , Permit Code Enforcement Officer ' �:;. 03 z$-a Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL �. REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land • Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: Date: Sorrento Specification sheet 277" 6 N 0 0 0 G GENERAL NOTES: •When using a template for set out prior to excavation,mark perimeter line 2"outside plastic edge. / b 6 i •All measurements for dig depths are from the — 7 e centreline to the outside of the coping. in 'n •All seat ledges should be cut at least 2'7"from finished pool height and 6"narrower than shell / dimensions, A \ INSTALLATION CONSIDERATIONS: . Roman range / / 12'8" •When digging roman style pools the straight walls can be tapered up to 8"to from the ground level to 2'11" All construction must co the floor level.(i.e.overall width up to 1'4"less The Standard Swimming mpd with than pool shell width @ coping). POOL LAYOUT Edition 1;100 •All curves at steps and seats are symmetrical 27'7" and identical between different roman pools,The / / t radius is 2'11"and consequently the diametre is w 1 N 5 5 5' , 0 4'7' 4'2" 3''9" 5'11"Wide. , \ N \ w °, ••On all romans(except 23'Milano)the middle of 7n C/3 r \ the skimmer box measures 12'8"from the shoulder at the shallow end on the right hand side when looking at the pool whilst located at the steps at the shallow end.On the Milano it is centred. k, ih N W in O O N b b m m b •The hydrostatic Valve on the 23'is located below the skimmer box due to the flat floor.All other romans have it located at the deep end in the LONG SECTION middle of the pool. 1:100 fans MJS Se of a P,` ..„„or..- •his of paramount importance to stringline foot NOTES: d ate ledge and coping at inside edge to ensure the walls �Q< �pb ca remain straight during backfilling and filling. OW ta+� o� i tham County, R •The pool shoulders should be levelled prior to us tPJl FOE CODE COMPLIANCE backf erfill.Seats and steps can then be adjusted ed when water and backfill are at the footledge. Every effort has been made to identify oode violations, no oversight by the •All dig depths allow for a 3"sandbed reviewer shall be construed as authority to violate, cancel, alter or set aside •Steps&Benches 2'width 2'7"depth any applicable codes or ordinances, The review and permit should not be construed •Skimmer Box 2'x 2'x 2'7" as a warranty or guaca1.aee. Reviewed By , Date '-Zfo—01 SPECIFICATIONS LENGTH WIDTH D1 D2 CONCRETE CONCRETE BRICK COPING 1ST ROW BRICK COPING 2ND ROW BRICK COPING 3RD ROW TILES 1 ROW 27'7" 13'5" LINEAL VOLUME WEIGHT I SURFACE AREA DUST SCREENS STAFF HOLE www.barrierreefpoolsusa.com • l . hed the bottom of the return inlet Fittings, run.all the pool Qiping ro the \_ .n the hill sand hasrr i.Qment site, t: i. 7>: . iii - I 11-- ;x WI :ft ill , U � ' run the ,opriate conduit or pipes. with a light of or in wall accessor'1, grade is re i the pool is equip process until finisa ndnuc the sand back fill and water eo 1 K MVP. "'��...Kr ..likohor:Rez ,...•,................ tr4 t s d�lo� �r�e fan �,, I. • ,-t •`� �.�. �.: • .r. ust �� imj�gc°��a/ 1i 1-- X11 piumbing installations m �' /� , i• oomp with The ion and Stat�lumbin� a h ; V Cods Edit • '' R.•.�o..j of Georgia Amendments .st�ovel under the coping m the goal wall e deck oc collar by digging with a flat o � nder t e coping over the coping �•P wall i✓os 'for the of t will allow concrete to be • other than ping lip a illustrated in figs#12. This is to be something 1. If the deck area ara!md the pool s of erosion or abnormal setziug k in the top of use p� The collar will reduce the efface icrcte collar mast cuon or aural damage to the Pool wall, ich may lead to di *• c: p4 oc of c.rya $ n« :ti =p'"— • • if! ' Alf Electrical Installations must Rs-o.vr..tca. aa-arc-.tr.• comply with The National Etectri'c«. rr °r Code S Edition and•State F,�,� s;•�,�..n of Georgia Amendments NbTG.: E .,1I pm on.1- -rx.tce-I poi +lye., f &Leeds 4 b� E Le-/A-4 d As Nish fts foss-02.1,e_ -C-e . G lea4/1, a oo-) P I z-1-coot m. 10' LANE R/W (UNOPENED) 2" REBAR FOUND 2" REBAR FOUND N 896'00_ E -- _90.04' __ O CONCRETE SLAB .4,t a.Ft E4doyc��- tC � v4(4tt,F. tos.tNt, ,/ Xi 5e,te.1A"feltN' 4KM LOT co -o — 3t -Jr S 68� ti ;:c! �' DECK , o -1 u Li i c v --• © t "NEW" I LOT 9 ' FRAME RESIDENCE I:I 3' 1 ° N0. 4 164/C r'1 1 In "4 z. Ili . -1 PI ,-7 c e- ti- 19.21, DECK 13.95' 7` * 1 ;I- ' d M \ C4 N N L.-...___ -- REBAR FOUND INSIDE 2" IRON PIPE 65.88' N 8910'44" w 1/2" REBAR FOUND TAYLOR STREET 40' R/W All consttuctton must c pal)coda K The StantiatO Sviimmlf9 Edition . . AS-BUILT SURVEY OF: <C-°Riti G 9. LOT 8, BLOCK 35, FORT SCREVEN WARD 4 TAYLOR STREET ��TYBEE ISLAND, GEORGIA ��1 ;! SURVEYED FOR: 4,?,4!11!suevets.40 DEBRA A. MURFF JULY 11, 2001 E. e % REFERENCE: PLAT BY BARRETT LAND SURVEYING, INC DATED JULY 18, 2000 ACCORDING 70 F.I.R.M. 135164-0001-C I CERTIFY THAT IN MY OPINION THIS IS A JUNE 17, 1886, THIS LOT LIES INTHIN CORRECT REPRESENTATION OF THE LAND FLOOD ZONE A8, BASE ELEVATION 13.0 M.S:L. PLATTED AND HAS BEEN PREPARED IN P.I.N. 4-001-10-008 CONFORMITY MITH 7HE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW. TOTAL AREA: 8212.56 SF (011885 ACRES) E.aC. FIELD: 1/17,962' - RROR PER POINT: 00-00'-03' MOORE LAND SURVEYING AD,L METHOD: INSPECTION 2. m o 20 P.O. BOX 30754 E.O.C. FLAT INFINITY —��� SAVANNAH, GEORGIA 31410 EQUIPMENT USED: SOKKIA SET 4110, SDR33 SCALE t'-ep• (912) 898-0881