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HomeMy Public PortalAbout09-0403 Moye" CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 09-15-2009 PERMIT#: 090403 WORK DESCRIPTION SWIMMING POOL WORK LOCATION 82B VAN HORN OWNER NAME WILLIAM MOYE ADDRESS 107 MOYE DR CITY,ST,ZIP MCDONOUGH GA 30253-4710 1 PHONE NUMBER CONTRACTOR NAME ARCHITECTURAL POOLS & SPAS ADDRESS 1370 E HWY 80 STE L CITY STATE ZIP POOLER GA 31322 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $18,450.00 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. 1 2.) 6.0 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 g% _\ City of"�_ee Island • Community Developni�nt Dept. ( Inspection Report man* l\" �', 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ;/ INTERNATIONAL Phone 912.785.4573 ext. 114 • Fax 912.788.9539. CODE COUNCIL' MEMBER Permit No. 0q- 62C/0-3 Date Requested 'S/2.0//, y 1 Owner's l`ame /4°-/L Date Needed r'f Z;7/ Gen. Contractor /Lk/i /-6k), j 257/4-> Subc•=ntractor Contact Information 0.7 o '/ Project: Address 52 r7 t..) LF,..., Scope of Work zz). 1 Inspector / ,/ 611 Date of Inspection ,- > II _ / — -) inspection 411! /- / -J/1 1 . k:.- Pass 1 Faes : Fee ,� a Inspection i!),; /, .i 2 / • i� Pass ' Fee Inspection Pass © Fail ❑ Fee inspection Pass 0 Fail Q Fee cil ' �g E F ��S: �;r ,; City of( ee Island • Community Develol ent Dept. h j i„\ r Inspection Report .._ r P P Co C' p r-, i��, `� , i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328.-- �� _ � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 �� CODE COUNCIL r,\n,,, MEMBER Permit i o. Date Requested -,-- -- , !4:.) Owner's Name .‘. ,;?2/ Date Needed $1. /Q-- / I Gen. Contractor ,�' #'1" ; s ' 4-.4f C Subcontractor Contact Information 7_72 4: `L,'= I rj ( '1 6�( �7, 2 2 19 Project Address ,g 7 b V 4----r\i/e..... Scope of Work ¢ r,.. ii Inspector I )1 Date of Inspection ,) 11I Inspection �- i ,,.34 ( _r"f 174-1,7171c., - Pass ❑ Fail � Fe 1 --<"-\ ---- -< --V 1 ) (--L-• j} C A ^7 T 1-x%(47�),,-3 ) c� / v,v• i' t "x'13-biZ, 1\& , . ;,�; ` L "4 l/ ✓ (1( 1 Inspection i /. ,1 t - ? - Pass Fail III *Al( r Inspection Pass ® Fa ii ❑ Fee Inspection Pass ❑ Fail ❑ Fee , City of Tybee Island - Community Development Dept. z`1:::,, ,,,....- • . .',...., ••.. Inspection Report 0.8 • .. , 403 Butler Ave. - P.O. Box 2740 - Tybee Island, GA 31328 . • fill • Phone 912.136.4573 ext. 114 = Fax 412.736.9539 .-.... c . / r Date Pemit No. _Z_9-1- 41.7 cri ' /0/,'-, 1 Requested / / ,---.• Owner's Name 10/)14/f0 Date Needed L2Z_7011 i \ ' / / Gen. Contractor .4-:/;:i4 t'cr_i-s/.4-.__.#1 Subcontractor Contact Information 22(7/---4./..31/ / Project Address I,. g2 • ,.,....„,...e 4....• ,---) r Scope of Work 1-"r)() I Inspector / NOate of Inspectio /-----, %.\, Inspection t _-tL. i 4,-'74=-0(1,0'---) ) Pass jj' Fee ( i ; 1 . 1 , Inspection Pass Fail c3 Fee I Pass 0 Fail 0 Fee Inspectio II Pass ..] Fail Fee • ..,- CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Oz1'o3 13 1 . �C� 'Location: �l PIN# NAME ADDRESS TELEPHONE Owner Tii)y 11111ViE 5A-0 t,)00 t Architect or Engineer P Building v N L G Contractor ° (Check all that apply) El Repair Ni Residential ❑ Footprint Changes ❑ Renovation El Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex El Demolition El Substantial Addition ❑ Multi-Family Other G o I ❑ Commercial - _ Details of Project: Z 2 F1 Yi r PO O Q Estimated Cost of Construction: $ - Con truction Type Aa, (Enter appropriate number) (1) ood Frame ': (4) Masonry (6) Other(please specify) (2) od&Maso' (5) Steel &Masonry (3) Bris Veneer Propose. se: Remarks: ATTACH , OPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the followin: nfo ation based on the construction drawings and site plan: #Unit- #Bedrooms #Bathrooms Lot • ea Living space(total sq. ft.) #O '-street parkin: spaces Tress located &list:• on site plan Ac•ess: Dri eway ('.) With culvert? With swale? Set.acks: Front Rear Sides (L) (R) # Stories Hei:,t 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: is'if On-site restroom facilities will be provided through . On-site waste and debris containers will be p o id-. by l it DILI b r . Construction debris will be disposed by .,, by means of . ro' ,-s 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 d ainage impaired by this permitted cos ction. f Date: °j ) Signature of Applicant: li �'✓�'�'/ �- 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: , :4 ature Date FEES Zoning Administrator 'li q' l4 it Permit �' Code Enforcement Officer -� �� 9 C �7() Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager C c-k Ak 3 a i TOTAL 53, Milano Snecification sheet 23' / l 1 GENERAL NOTES: To •When using a template for set out prior to \ excavation,mark perimeter line 2°outside plastic / m, m edge. ' 7` •All measurements for dig depths are from the co 1 centreline to the outside of the coping. in ae < - •All seat ledges should be cut at least 2'7°from / -4 a` finished pool height and 6'narrower than shell dimensions. IA \ . 11'6° INSTALLATION CONSIDERATIONS: Roman range 2'11" •Nfien digging roman style pools the straight walls • can be tapered up to 8'in from the ground level to POOL LAYOUT the floor level.(i.e.overall width up to 1'4"less 1:100 than pool shell width @ coping). 23' •All curves at steps and seats are symmetrical / / and identical between different roman pools.The t 1 ./ 4'5" "' X 1 radius is 2'11'and consequently the diametre is 4'5" 4'5" 194'S° 4'5' 1 \ 5'11"wide. H 7..-0 \--A •On all romans(except 23'Milano)the middle of v I \ the skimmer box measures 12'8"from the shoulder.F7 at the shallow end on the right hand side when -'looking at the pool whilst located at the steps at I 1 the shallow end.On the Milano it is centred. N r o M is in •The hydrostatic Valve on the 23'is located below the skimmer box due to the flat floor.All other LONG SECTION romans have it located at the deep end in the "Ali approved Set of Plans Must middle of the pool. Remain on Job Site at All Times" •It is of paramount importance to stringline foot ledge and coping at inside edge to ensure the walls NOTES: remain straight during backfilling and filling. •The pool shoulders should be levelled prior to backfilllwaterfill.Seats and steps can then be REVIEW FOR CODE COMPLIANCE T COueyrjq,yraterlaq�backfillareatthe ALL CONSTRUCTION) Milt` 6 yy�! 1 CIk code violations, no oversight by the SSTD 0 • 4 AND THE IRC ONE AND TWO r •e ue. as au an y FAMILY DWELLING CODE-2.1rZ digdepi hriOrM3'sandbed to violate, cancel, alter or set aside any applicable codes or ordinances.The ',NO STATE OF GEORGIA AMEND 4 I es2'width z'7°depth review and permit should not be censtr-ued as a warranty or guarantee. •Skimmer Box 2'x 2'x 2'7" It Al SPECIFICATIONS LENGTH WIDTH D1 D2 CONCRETE CONCRETE BRICK COPING 1ST ROW BRICK COPING 2ND ROW BRICK COPING 3RD ROW TILES 1 ROW 23' 10'8" LINEAL VOLUME WEIGHT SURFACE AREA DUST SCREENS STAFF HOLE www.barrierreefpoolsusa.com 1 •________, . ,. .. 1 . • , _ .... hen the fill sand his reached the bottom of the return inlet fittings, run.all the pool piping to the ..- iuiprrcent site, -,-___-- . . APpRCatittn ft: SwimmIng PPobs Appacation 1: Spats/Hat Thos a... , 4.. ,. . os 1 I. ta -,.... II. • /Ilk ill 1 - ' tatTilliel, . ftkft. .. the pool is equipped with a light or other in wall accessory, run the appropriate conduit or piping, .--.. nanue the sand back fill and wsrPr compaction process until finish grade is reached. r or harm JorPoorg ,, =;,o4 s■-e-ICS.....11.04,1.4 . P.C4 PM P•tta.e., macaw+ _ .....rp lit,"""".1411re\l"'Orc::•=14 tel.lin CO.C.CIN• _ e • .4, -,‘ All Electrical Installations mint a, 1•■•Wel...—. I- comply with The Nation*SjeCtrle 1 PA Coele_arli Edition and State kt, : • 11 i ....oacrse , i of Georgia Amendments „ -.,. : .pare for the concrete deck or collar by digging with a flat shoved under the coping to the pool wall dlustrated in figure #12. This will allow concrete to be worked in under and over the coping lip to k in the top of the pool. If the deck area around the pool is to be something other than concrete, a Icrete collar must be iostRjlezi. The collar will redUce the chances of erosion or abccOrmal setting ich m.a31ead to distortion or structural damage to the pool wall , • • . cAvrk grat4 O4 c..{ 1 .7 . ,crc tx. ..... . n.....41 '•: - del'IR• *A /0 •L C-ZA rel.•----1 '.• ' •:- %...,• -n g-- • 40 lailLif 5.4-,■... • •-i n .0 ,, - •" -c--6...7a,- c,.......e . .i.,-• . , • • Y. ._ ••..•- • • - .. • . ‘ ...3--- .......‹..-7-- . . -- -- .c....4,C-t4trif ler>el t it-a...ur.JZA—or.or r.." .,I , \.., f4 € s-;•eA....,.0 . . . , • ,4e 0471 q . .... .� ... aiwww 'v�s.n°'� , 7?" `"pfp ��. 'er,�: �.cm �st:��'.���n�_ " ° ''rye-,^-a,?3�' CAPTAIN'S VIEV 60' R/V IRF N 57°44'24" E --` 70,02' IRF •• ••... •• T••el Il'-i f11.1 ' 10' BUILDING SETBACK 13 H I r Q' //LOT 1024' 19.86' ON c7 16-A M• Z LOT d c� 3 w Z rri GN . UNIT 2 8 n+ON o < f/1 -�'",q I ! #82-B t o--1a c■ "� ~. 0.1037 ACRE , t uuV, 4' 73 ° TWO STORY m • m P1 0 _,' <8 WOODEN FRAME ,� a c:' t'' �+) DOPLEX „ t 1.! C'' d 7c 'S IRS PARTY WALL IRS ` Iii t;' z M 70.02' -•--- S 57'35'05" W 14 owl rpm C-�t , f 17_A n BENCHMARK v 1 UNIT 1 1.4, NAIL SET IN PP'4J I{ n ELEV 13.87 REFERENCES: SMB 22-P PAGE 035 IC!o #82-A ,4 t ELEV 1 .87 IN ACCORDANCE WITH F.I.R.M. 0,0762 ACRE MAP NO. 135164 0001 C, INDEX DATED < m JUNE 17, 1986, THIS PROPERTY .. .. . -" 1„,,, DOES LIE WITHIN A DESIGNATED 10.11' '� 10' BUILDING SETBACK °a FLOOD HAZARD AREA. (A8 ELEV 14) Ia (E+ •• XF # ` •• ..._.....�•. ....... 70,02' -»--�-- S 57°44'43" W• IRF LANDS OF ' CITY OF TYBEE ISLAND I CURRENT P.I.N. 4-0021-16-103 APPROVED BYE ' ERROR OF CLOSURE: 1 / INFINITY (PLAT) WALTER W. PARKER . M-YOR CITY OF TYBEE ISLAND ANGULAR ERROR: 2" PER POINT TOTAL AREA • 0.1799 ACRE (7.836 s.f.) '' " DATE "")/Z.1-/,?s' METHOD OF ADJUSTMENT: COMPASS RULE ' '` EQUIPMENT USED : SOKKIA SET 4110 TOTAL STATION / DEE ANDERSON IRF -- DENOTES IRON ROD FOUND ZONING ADMINISTRATOR CITY OF TYBEE ISLAND XF - DENOTES SCRIBED X FOUND IRS - DENOTES IRON ROD SET f r . C' DATE / • ' DIANE SIKES „.0 GI CLERK CITY OF TYBEE ISSLLAND al �� , 4 'ATE `U� rf, 'l<2c RATE f �• P6) ONDOMINIUM PLAT or LOT 17-,A OP A RECOM5INATION OP LOTS 15 AND 16 CAPTAINS ROW, PORT SCREVEN WARD KNOWN AS 82-A AND 82-5 VAN HORNS BTReeT TYBee ISLAND, CHATHAM COUNTY, GEORGIA IN MY OPINION, THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN SURVEY FOR: CONFORMITY WITH THE MINIMUM STANDARDS AND THE HURTY GROUP, LLC REQUIREMENTS OF GEORGIA LAW. V 0 0 O R a r JAMES H. KEATON {a,Uls rF,p -04 Go. Reg. No. 2743 20 1q O 40 it Ketit u_ nn 14 If s..■ e •„ - nn MT' I ---- -- , 27 ft.6 irk , •. . . . . . . . . . . . . . . . . . . . . . . . . ....._ :.-. ..:.-.E: :::: :;:-:-..:::.:.:::,:-::i::::.:-::i:?.•:::.:;:i:;:.::i:i:-::: _ . ..,., :::::::: .::::: :;:',: : ::.:;*:.::-..':::;;;: •:;: :;: .:;": "-.:: 4- 6 "Ilia li -ittaisfial::::;:i: FENCES 5 HIGH-- \\ c.i,t t, 4 SETBACK-. ::s-:::. ::r-:::,:::•,::::•::::::•:::::•:::::*•:L:•:H::1•:::•4:::::•:::8 .. 10 ft.0 in. •:: •:•:.:•:•:-..•:•:•:•:•: : :•:•:•-.-:•-.•:•:.:•:•:•:-:•:•-•:•:• . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . .. . . . . . . . . . . . . . . . 1 -..:•: :::.::: : : :-..: : ,::::::::::::::::::::::::::: . ,i . . . . . . ... .„,:•::: ::::::::::::::::::: 1 _ . . ,....,.., :-.: :.•::.::: :::::::::::.: . PALM TREES----/ RESIDENCE . . . UNIT B .•.•.•. 1 cn , PROPERTY LINE / ,c2. ,:,: ::::::::. 0 i : : ::::::: _ ,::: :::: :::::- ; --- .- T"-) X .... ::'.. H.::::".,:.,' -• - ',.:::]::.::::::-$:;:;a: 1 1 :i 1.:::.:,1:1:1 I":1.::::::::..;:i'l 1:.:.::,::.!:::.:.!::;:':..i.:. :.*: .1-: .,..::::i..,.: 1:::.1•:::E,.*.:1.:.:!i.':..:.i::..i:1::1::!:': EXISTING PATIO .,g'. 0.:---- ,.., I ::::::: ,- :::::::::::::::::::::::::•:•,...•–• •:. •:::.;.:• i ,:,,,::::::: :::: :::::::::: ::::::::: 1 OUTSIDE SHOWER / 0 FE CES 5' HIGH -,,,,IW::.::-r /"— T1 Drain for the shower 27 ftl 6 in. 1 \ Mt , C SETBACK LINE . PROPERTY Li E 1 _ ,441 . 1 . POOL EQUIPMENT---- \44N' r,.._ , BI my.,,Mrs. Mo 1 22- Van Horne T-, Van Street Tubee Ist.cinot, ciA si:=QR il 11 1 1, ARCht-I 1 u-aTt.t1R./4L_ POOl _.s SPAS, 1 . 1, I Po not 1,91,i,cnitt - Thi.s o(rGtwin9 is tile ti Isy-o east Hwy oo.PooLer,4A...?..t?„22 1.1 propert of AR..C.-H-1TeCTIA_RAL POOLs rn i SPAS, Inc. No dupLizati-ov,atloweoi. 1 I PLANNiN 6einetre Kyriaces I I li 11 99 1 ... .....: r- 1-,---------- ------------- - - ,4, 0 /0 /2009 1_O1-.--- -,--------- ----------=-----=.=----,-----:_-=.--,=_-==-■