Loading...
HomeMy Public PortalAbout07-0437 Solomon `/J \\,, % CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-12-2007 PERMIT#: 070437 WORK DESCRIPTION: 2-STORY ADDITION TO EXISTING COMM WORK LOCATION: 802 FIRST ST OWNER NAME SHELL SOLOMON ADDRESS PO BOX 1440 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME Z-BEST CONSTRUCTION ADDRESS 69 COOK RD CITY STATE ZIP FLEMING GA 31309 j FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1156 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $4,949.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $1.57,000.00 TOTAL BALANCE DUE: $4,949.00 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 law's 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: Oteitimivst) [ji. P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org 1 i ::\j ■ ‘1 L . ._I • •.1 7" tamt4.... :::;f1.; ..• .:71?,', 1 1 Inspection Report 1 City of Tybee Island 403 Butler Ave. 1 P.O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax (912) 786-0519 r- /--) Permit No, f ) / • 0 143-7 Date Requeter.) / - ... — 1 9- 0 Owner' ;,- Noirm7 ,,_.) 3 , 'D er, ,, oe-s\ , Date Needed I I Gen, Co ntractp r ----\ =:-.'::librnritractor ------------ Coqtact P11/mber . , ,..1 LAI f. e rm L031 - L 0 cation LS H S 0 I --- ,-) . . ..,, 4- _ ., .,. Inspector ----:S1 Date of Inspection I ,,)- kr; Type of inspection -- t,ss . I.A..._ ,t _.. ---N \ 2, \ e c 0 . - Pass , c, cul Fad El . . , ,, qNsts . ., - & ( __L,2, ,-\ /-, <- (<- .3) f . i q%,ss . I - \1 .- - - Inspection Report City of Tybee Island 403 Butler Ave. P,A). Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9'539 P-rtylit n 31 p Reivested -o-7 Owner ; Warne z.)‘ Date Needed - - 0 Gem. Contractor Subcontractor Contact N Umber CDS -e _ 0 I - L4L4 Location 4- T /3 Inspector , Date of Inspection /)/ Type of Inspection esss CI, PO\ A r A', r') Pass O. Fail A". eC . , e fo kier *************** -COMM. RNAL- ***************K*** DATE DEC-13-2E <**** TIME 11:23 ****k*** MODE = MEMORY TRANSMISSION START=DEC-13 11 22 END=DEC-13 11:23 FILE NO.=595 STN COMM. ONE-TOUCH/ STATION NAME/EMAIL ADDRESS/TELEPHONE NO. PAGES DURATION NO. ABBR NO. 001 OK a 3062646 001/001 00:01:04 -CITY OF TYBEE ISL. - *************v********************* -CITY OF TYBEE - ***** - 912 786 9539- ********* 1.1 ii 46 IiitjN4 I i .444:111 -410 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO:Lynn Brennan�7 Phone 912-443-5063 ElOri ess: 2 O-2 l S4- S"�-° Lot# Release Date: (2-13-( ? / �� P. g - - e: -Temporary I/_ Permanel t Subd Name: i "1 C TC1 2I 9 1;r�s, S EI ec . Electrician Phone Num r:_r: \,.Ns\cc,�r-, .5�\or^ t.r, Phone Number: 1 31.0- 54(0(a Location Address: Lot# Release Date:_ Type of Release: Temporary —Permanent Subd Name: .. ..._—__] Electrician: Electrician Phone Number:__ Owner/Builder: Phone Number: „� 1 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: it- IN tr. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912-443-5063 0 4o 244.6 O1-o4-31 Location Address: S 0-2 15�5 -�- Lot# Release Date: 12. ( 3-c7� -}-e rnp• p L s Type of Release: .Temporary V Permanent Subd Name: rr a12� Electrician: ; ,n , 5 e c . Electrician Phone Num e� r7 a 3 129 Owner/Builder: \ Phone Number: g(o- 54(o(o Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: 11 I . .1-:Z:-;:•._ :4:, . ,•.- •,,,,! 4 Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No, C.) 9 ' 04 3 1 Date Requested f 1 — ----- 1 Owner's Name ,D_0 \ 0 i-v) c.fTh. __ Date Needed ) ( -- 10 -0 -1 Gen. Contractor Subcontractor Contact N um her i(X,i r e_ v--"N (‘' 3 I A-L4 co 0 Location C) 2 F r 4 -54-. —s.--7,- • .Inspector _ Date of Inspection Type of Inspection 1 il uf 0,..L4 ar...., ______„ i Pass /0 Fail 0 / 1 .. .• 't .. .---'' ,1.. _.,1 ,'. VAr4 ,, 1 ••r" • t -; .• ''-".; • -:::,4s: .:.'t,' Inspection Report City of Tybee Island 403 Butler Ave. _• • , P.O. Box 2749 - Tybee !Maud, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 rm - (7---\ Li 2 rs/ . Permit No. \--) ,......) I Date Requested Owner's name. S-7o (rD re"''. 6,-+ Date needed H - ( c-o '7 Gen. Contractor Stibcontractor Contact. ?lumber Da r cer-) CO3 ( -- 1-1--LI-coa Location (36D-2- P : is.4 S4-. C r. Date of Inspection . , . . ----- . , Type of I raSpertiftn ..____.:TT!a rr ,!--Nq Cr— pass JL , . .. ) . , r;—,,., , p.....=„4 1 1 I 1 , , ., . 1....:,. • , v - }_,- , .:.23) . -S.... „,'!?/ .... ..:3.1 , '.,.',,,,:".,:' T rea ar.st.s.e.c.,,r44 eirarui EP AM preArtot.4 .1.1i 1. #.11ACA.A.11%..#11 I 1110011..."*.ril 111. City of Tybee island 403 Butler Avenue , '\()(-0 P.O. Box 2749 i-, '‘e Tybee Island, GA 31328 6- Phone: (912) 786-4573 extension 114 fax: (912) 786-9539 Permit No (4 - 0413 1 Date Requested C / A/6.W, / 2.0 0 Owner's Name 1/4,-)0 1(:),-) o 1---) Date Needed / Gent Contractor Subcontractor /4 R-1-‘ C. .._( Contact N umber f.... ----4v-il v\ (-- 3 1 - LI`1 &0 °cation r ---f- F 1 . T . k. c (-4c A/Qq.<- "Ax-7 6(-• • ( 4---,r3 be I l) • Date pi' insrlfm-tiop _____ _ Type of inspecUce...., ''''.- --I 5-4- &*--- WV hi i/A cl_ . , Pass [11/ ■.. 1 0 ..-., i't- Fail 0 / 1 `" ,,,:!;•.-;;;•%' ••• • 4 Inspection Report city ot Tybee Island 403 tintler AvPnite P,.O. Box 2749 Tye e Island, CA 31328 (91.'").) 186-4S-73 extension 1.14 Fax: (912) 766-9539 Permit It n _ Date Reqeteri it: 02 - 0 1 (7)ia,FrIer' NI me. k_0 o Date NPecled '1 1 - 0 $ - f7-..grttratc:tor - P),e Subcontractor Conti3tt Number Dar r e --- Location D1 ç4 Inspector Date of inspection Type o Insf_tection Pass Fail • _ :',•;:fgr•41;: • 11 • •• • VA.'- tf • • .'S• I • rA, • • :A:%1 nsrpection Report City o! Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA -31328 Phone: (91z) 186-4573 extension 114 filo,: (912) 785-9519 Permit No_ n — 0 4 3 -7 natP Reqiii.sted \0 I -1- 01 Owner's 141.7-3ine "Deo re, Date Needed \ 0 - ?-- Gen., Contractor I- l2 `4". Subcontractor Contact Number Dal r ( 0 3 L-1 Lo 0 Location 9) 0 2 b . r 5 Inspector Date of Inspection Type of Inspection o r Pass 1.....<14 Fail fl S E r "\ CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 10-12-2007 PERMIT#: 070437 WORK DESCRIPTION: 2-STORY ADDITION TO EXISTING COMM WORK LOCATION: 802 FIRST ST OWNER NAME SHELL SOLOMON ADDRESS PO BOX 1440 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME Z-BEST CONSTRUCTION ADDRESS 69 COOK RD CITY STATE ZIP FLEMING GA 31309 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1156 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $4,949.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $157,000.00 ONE WATER METER(3/4-INCH) TOTAL BALANCE DUE: $00.00 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: / • Arif 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 ti. I (7-7— 0437 Si— Location: P c2 v r PIN# NAME ADDRESS TELEPHONE Owner J} /� Jl1 t�'/71�'� � `51 % 75i -.5W6 Architect /1 or Engineer 06///;I` ib A'� ti s Building Contractor /2rmu t4 Aut. 0 1'9 6'55-- 3 `f$1 Contractor 0 �i4Z� /' ° _ (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ vation ❑ Single Family ❑ Discovery Li, Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project:A Cl d///0.10 6—.1'i S ti kJ' /cy S Jrc It 7'. Estimated Cost of Construction: $ 15-7/ t04 Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) Wood&Masonry (5) Steel &Masonry (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 ta Lot Area Living space(total sq. ft.) l/5-"C C.Fr #Off-street parking spaces Trees located &listed on site plan Access: _ Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories j. Height =2 ,6 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 Z— i On-site waste and debris containers will be provided by '-4„ Construction debris will be disposed by 34 e mi by means of DE,( /,I 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: /®',, —'& 7 Signature of Applicant: , ,/ zd 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 findings) Access to building site Distance to water main tap site F � VJ Distance to sewer stub site ') I s 1 Water meter size Storm drainage Approvals: -/ Date FEES Zoning Administrat �j�" / /4,/2-�7w Permit �f ) Code Enforcement - /2-b v Inspections 47A Water/Sewer Water Tap _'50,00 Storm/Drainage Sewer Stub 53Q.00 Inspections Aid to Const. .S7$...—City Manager ed .A13O0•— TOTAL W ti CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 12/20/07 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 070437 PROPOSED USE: 2-STORY ADDITION TO EXISTING COMM BLDG OCCUPANCY TYPE: P CONTACT NAME SHELL SOLOMON CONTACT ADDRESS PO BOX 1440 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 802 FIRST ST APPROVED BY: P. O. Box 2749-403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org Inspection Report City of Tybee Island 403 Butler Ave. P.0. Box Z749 Tybee island, GA 31328 Phone: (912) 786-4573 ext. 114 Fdx: (912) 786-9539 Per fick 07— C)q-S7 ilatp tient lectecl Owner's Name 30/(N-11 or) Date Needed . 22 0- 07 Gen.. Contractor 2 - 13e "f"'- S it)C ntra c to r Contact Nurnber D {e Y\ Lft - -- ocation Inspector Date of IrmpiAction - 2-0 - 0 I Type of- Inspection F evv, A. -cere.._ A 3 3A-1 0. r. \-\ 'a F‘ Pass E —F- A 0, or' 0\-) ft' (-)\ A R- 00y, . EFail A .6 A yo 12 's 6-1/4 7//0 0 A .YT /Ai gl/igEii. I {r/2 _S /DE-7k/• r--1/44 1-31 1,/A C / / :./ A e DA/ 1:1/27 -tor-P-1 . -roc c..1 1'4 Dto I I 6 - 8-- - - tOP °.. U.S. HIGHWAY 80 — 84' R/W \ \\ TG�88 G �c�8s 8 �G,a 8.5 TG,aB 2 S.l� �G,S 3 \ ',B ) �/G G .1 CONCRETE SIDEWALK N 68'25'30" E 8.8 8 a .— 6.8 CONCRE TI SIDE WALK �}n_` \ ` - -- - — 187.92' �" \ 4 + \\(%1 Aim��— \ �� o \ OP,B.� 8 i y , 9-1_, . ''''!c,c.,--6-R--&-,, L ` �� *(,:o.:758) co ►� 10 .;.''',•','.•. 5 CRA l/Fl,'PAVING \ W000 RAM_ -� K �� cs+ �/. 1 �` 0100D DECK �\ \ q +� 7FCK n \ 91 wa ,' V .._____ - -- / /' , 3,0 ___i fr 1 0 !, W00D z z. 1 E2, IY"' Y,� 1 1y1I g2 a Dc� + \ \� i \ ,,,(5' cn •\ '';‘6'. 0 �I / - 1 \ w 3z �N _ag AV -° mz 11,TO • ��`g''P �� �H LOOP _ 11.0' < 6 � 1P A\ \\ _ . ,. • , 1 6 B.s \ - 1)\-91°?' __ _ ; I .... ___ ;_ _ --3,9- \ A SPI IAL I PA VING U S. HIGHWAY 80 — 84 ' R/W \\ .3 ...65 te., 4 _6.6 ,..5 ,6_1 f3\15 s‘g \ 5 6. ,.,__ \B 1 ' -':-- .6 --—----..-- --- -—-- _______. „_ ______ _ — - _ _4 __ _ _I--;,, (‘) \ , 1 1_ ' •1 CONCRETE SIDEWALK N 6825'30" E 13.5 8.8 __A.- 8,6 CONCRETE SIDEWALK 187.92' --9:G-A--, \ \ 8 _______ ---t'' - "--Z---- .. ri = somr.--4,--■ I=..1.■---.. , EN ■.7....a.:(-,' „; \ . \ — — — — — — ---1 — -- — _ r , __.‘,..__ __ ',.______ ---- ■-1,' \& \ \ \,\,. s 't -\CI , — -■Iiii 19) .....,;__;;; \ -.._ c-,-) ,,,,\ \\ ill Y ...:-`Ve..... 3 6 1(=-1) .). --,- \\ 9,.---- • g , • 1 -il..";,;•;-- -. "P° ,..-- ; t ' '\ ' 1 ,..0 4-6-ri-d/4 .7.1 t -4411t. 4, - - g-LA ' • \, ‘‘■ IE.-- . .. ,, . (., / .,......„.. '.--A, ,--•-' ,- . \ \ 0 I---, *C----\0 , i‘ 1,../ :::-..:;;;;, - --1 GRAVE 1/PAVING ; \ k,- 064,1411 ,.----" -----------W060 RAMP --- Lk_P-- ----I , - u-,11 ''''.4 :: 1 t , 0 DECK \, \\\ t-u 4.r ____---- woo 0, ' C5' ,/ I \\ \\\ \ \ , ' I . 1 \ ‘■ ---. .___ .•1 \ \ 10,,p 0 (1) , , ,,,, r "1_6.6\ , _ __--\ \ , ,-'; ,- S.° -\ / , \ '' • G- \ \ ._-- \ , ,-'' -t\ ' , w900 PECK -,-, / t -\ \ k9 -1--- \ E us M *V 7 1.110 \ ‘ , ci 9.7 I I.,*T. -.) u) .r- az 71 fl- ' \ '', \\--w— , \ , - RS - - " 2 i csic-i ',, .,. ----1_ ,r, ... o , -, , , r- 7 (Th I \ 1 \ \ \ \ 9.0 I\ .,.?.•...-,-;i =..- \ /- 0 z3-xi , -- , :p, k— > - rs) _. ,‹ --k \ op0 \ 3, . , ---' 0, 'rp \\ \ \ 31 -„ \ 11 II, (-) 2-', ) 5\.,,,,$\:.\;•,;.;_., /_,/..,..../Ir. ,, \ V FINISH T;_ 66 \ ,i, .-5.._ \ 'CZ o'- , s\ 1\ 1 S It -nu) . 3.. , , -f--, \ , trs \ ,I. ‘ 7 Z :9 --,- s JA115 \ t--4 \\ 1 \ 1 3,- "1,44 ,1k1Verl '.---....... -4-,.■ ,9.3\ 9\2 \ --:Ec, a...4-.2 1 1 \ 1,\,,ISH LOOP _ 7:0' ! \ ; 4)6 1 LOT 22 \ • \ 0 - ,:-3-.,13 • , ',:t o lk•—• \ , .--o-,2 .;,. ' i GRAVEL I'A VING • \ cn , 0 z k2 i \ >z$1 i\ 1 - 1 1 • - -- -------- 1\ % k.,1 --*114.44:1-7.4. Air. -.1111111■'ia.:■-■4111i: ' / 1 A SIV-IALq: \ \ \\ \ 0") —--------------— \ \ -411,3V.-1714%11,1:'•• _ „ A_ IN,....*b■Nry' ,F:,'\,9__ . .---- ---8 - \-.. *V ..■ ,-----1- \ '. P AOIG ‘, , 1 \ 2‘;9,',1 \ 1 , '"?:. 0 69--- '•--a ''' '\ ''' % 7 ---- ) ,6 ----,„, ' - -----„,, -'-3 ', -, 4) f \ \ \ . . , E-- S- \ \ 9.0 ) ---, Z 3•4 \ \\ --.._ ‘ ' --\--.. '; NORTHERN PO I?TIO N - 6 ,--t_ ____ , \ 1 \ ' < 0 C13 OF LOT 26 'VA. , \ , \ \ \ 0 co GRAvEt PAVING ---,. 1 -- 0 , 0 \ ._.,It I 0,,,,4ez \ 13'1 \ ----, . c9 CPA VLL PAVING ,,,/ „,..„.., ------ \ I • 'Lb\ \ - .1 100,9 13.1 Z . • ---... . \ \— -.. , ..- 0 \ I-- \,. --''410= . i __-_, . .--,- \ 4', --%,-7.:,.-.- 11 1- \ 1E' -' (/) _ -V . ' - - , ' -- ,y- 9,,,.:','', \ '_:1 \ — , . .--'':" — vf:. :---..,,,,_. , -.., k S-5 'TO 4 _ 7 '' 21 cs, 1\''L° --------..\-- g ,- „------ W 1 x 15 WOOD FENCE ' ILL.D.L_'F--- ■ , \"\c'- ' 3.4\ X\\ __ ..... _____. -- _x—,__,Ali _ . _ _ 6- .......—/—-- -....- WO Y.) I-INCE ON LIN/-_ ,,1.6 _..-.---0----—-.No-wo--■••■•-.•-m•-••■•- \---,. \ S 68'25'30" W \ \ \ . ) ) \ .---- '\‘,1,rim MN MOW f , \ •-• - • ". - " _,..------\ _ i 7-, , ., -— ' 9 - - - ■ \ ..„--- „ -- , ! ,, . , ., ‘ NOT RELEASED . . ; FOR .--"-- 9-7 , 7„.9. ;•\ : .- \ ,9-.--g\ \ \ CONSTRUCTION \ 5.5 ,, / ,, 12- 1 ' ■ 010-07-05 i 5.3 , ,, : 56 SOUTHERN PORTION OF :;;;;;;;.----•-- --: 't , _7 ti T 2 P TI1 ICI( PnArn r fiTc @CA3PYR HT 2007 Moupn Engineering, Inc C2 fi,`, �= I VE D F,,, O APPROVED BY THE TYBEE ISLAND PLANNING COMMISSION L'�7 S�'t'20 P1� }: 27 � 114.2- -t U.S. Highway No. 80 �0 GA;'�`(t, fir ;;yS�EY ZO GAD IN/STRA TOR DATE ;��� N68°25'30"E _ _187.92' .8,11-7"-- ~ „ �� 77. 92 ' A 4110. 00' Sign ,GA /( I Gravel Planter�) ` APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL �' Sign Asphalt steps Ram• Wood Fence ") Wooden ti I � �i- -►►► 30.2' oo a .. �`_ `Y ri .1... m 20.4' Wooden V r 2.0') , MAY.j� DATE 00 1 o I , A —Sto Y o �-V-:" p c ��° / Gravel --J o V Fro me L:Y91 )32.1' guildin9 ro z 6(96rx Q 2.s' c_ k r ' :, 32' 4 A N 1 Lot n2 A 24 3 J CLERK OF COUNCIL DA/ Light G c, ����� yyater 0 • �' "- ,O �` Po% wood Cono Me}er ,'-' l.l1 m / / �- v W /� N wood 0111 112 Pad wood fence i A- / i.. / ,r,` V \ A/C OWNER OVATE \ Pad Conc. woad fence U Asphalt C Q Cp 1 \ Woad fence ��. cn 20.3 Grave/ �\ © kz. Q o , Box Northern Portion Pt N Of Lot 26 Power <,.► � Overhead --� Pole m - � \ Power Line Lot 22-A, Eagles Nest, Phase 3,' ,N , Wood LI ht \ g fence '� ;;� Pole X11 o. 00 _ Being A Recombination Of Lot 22, Eagles Nest cyl _ �_ 77.92 ' . `'4 � 187.92' A---.-----x S68°2 o"W Subdivision And The Northern Portion OfLot 26 Of The Duck Pond Lots, 4th. G.M. District, Tybee 0 K(` ' Benjamin T. Debbie Bond 0<(\k Demery Island, Chatham Count y, Georgia a Ping 4-0019-02-059 Pin# 4-0019-02-015 ALSO KNOWN AS: 802 Campbell Street / Pin# (New) 4-0019-02-036 SURVEYED FOR: Sheldon Solomon lik LEGEND: Formerly Pin #'S 4-0019-02-010 ` _ 4-0019-02-036 G_ORG/A a irf IRON ROD FOUND G\SSEREO ERROR OF CLOSURE: ® cmf CONC. MONUMENT FOUND Q<(' FIELD : 1/ 23, 138 ® IRS IRON ROD SET Vincent Helmly ANG. ERROR :2"PER ANG. PT. ACCORDING' TO THE FLOOD INSURANCE * NO. 1882 . : ADJUSTED BY : COMPASS METHOD REFERENCE RATE MAP 135164 0001 C DATED JUNE 17, ' -' ` `~ PLAT : 1/269, 125 r /,� 317 Derrick Inn Road EQUIPMENT: TOPCON GTS236W TOTAL STATION 1. 0.8.202 G PAGE 309 1986, THE SURVEYED PROPERTY IS WITHIN I 30, �2� s O� SA VANNAH, GEORGIA SINGLE PRISM 2. P.B. Y PAGE 236 A SPECIAL FLOOD HAZARD AREA UR\ 3. S.M.B. 16-S PAGE 5 THIS PROPERTY LIES IN ZONE "A8" EL. 12.0 SCALE: 1 " =30 ' A (912) 925-3523 DATE: August 30, 2007 JOB# 07-247 . __________, - J ,1\\? HANDICAP ACCESSIBILITY 1'1/43, This structure is required to meet the provisions of Title 30, Handicapped Persons, R Official Code of Georgia Annotated. i Flood Hazard Zone A.BFE 12 ,00 No interior finishes,wails designed to allow entry and 1-'11 exit of water,no mechanical equipment.Only parking, _____Lrl 1\u' iC) limited storage and building access below BFE. lTe. ,Q l With _,. Ali colleiructlDC1 must co fides The International,Sta c ,7H �enr�la A � ( dttta BUILOING s; FEr Amcn f APPROVAL DAM A4 r ttrtO- TQ A Pcr� �, �r t YC Z i e /' ZG LLa_ /� \ 2 9 >1 LIFE FET`i .. hL4- N SPRINKLER:_ KA S. Chatham Cot,III' , \ i2 9 - STORAGE Hvu r IIII " �.---di • HANDICAP 13•-0" ' RE TROOPS `f� .rite 1, - het lib EXISTING OFFICES C REVIEW FOR CODE COMPLIANCM ). -- „„, poctsp s--rAlr-- it /�` rlos re N EXISTING OFFICES Every effort has been made to identify ao bi code violations, no oversight by the 4 { CAD RECEPTION AREA reviewer shall be construed as authority J VISITORS CENTER 13'-0" 13'4" '? to violate, cancel, alter or set aside iBO sq.R. 24=0"x 24'-0" any applicable codes or ordinances. The s�ssr�n �' review and ? permit should not be construed M l Sv.eg tasa as a warranty or m �.s y guarantee. ,d... Qeviewed ii p� _-' DECK 4r DDate {W't('�C7� izza,,TREATEGFRAMING 14� . YV IR DECO *•.•-. DECKING TO EE 514'PT ,,y++'''e.•"`'~~ / AS � --�- j4'-0"� NOALL CONSTRUCTION SHALL COMPLY �r{,�i' t� � Q LIFT . WITH THE STD BUILDING CODE 2006 _ V! ALL EDMON 6�SOTATES F GAAMMENDMENTSB DECK 2.NEW CONSTRUCTION TO MATCH _ e�yJ,{ �/ EXISTING FLOOR EL.12'-3"EL(MOVE �-'" ATV' eAt� 7-(PICA-1--• "MA 12") (RoNF'Ef,017NAL * & • �/ XT�-niStarl / C.�tll�-1' ,14021-¢ G1.4 ot pt2AiL- 802 FIRST STREET, TYBEE ISLAND,GA 1 1,21 t '* N SHELL SOLOMON-OWNER �' - ' - - PLAN All Electrical Installations must comply with The National Electric Code 1-005Edition and State of Georgia Amendments GFCI Protection required for receptacles in bathrooms, garages, A outdoors, and along Kitchen Wtr,.A.'l 1 .,,m ,ter counter-tops. al 1< VL — ■ m r-s"x 6=8"BF M. L�c�. dillk .44. 1> r` S 3=4"x 6'B" ��� I. \. low N CA 3!0"x 6' v. oh ■ 0 �∎ U) % 0 er % cn x i O� 1 ; v! l's. Q!A"v R!R°Fr Q!A"v R!A"C v n13'-O" ► d. /ice II ' ft n"..A On �w MM. MOO nr nr r on ,r nn,,A n" L 24'-0" 802 FIRST STREET, TYBEE ISLAND,GA I SHELL SOLOMON-OWNER ELECTRICAL— 1ST FLOOR I 1 , 24'-0" / Arai iiitl *it i*it , 'I Electrical Installations must I- comply wlth The National Electric �► ,� O s S. Edition nd State N, ..1 p f ewrgia Amendments ments VL • v oi Stairs GFC� ProtectiOi5 required fior receptacles in bathrooms, garages, 3'-D�Xs a° + outdoors, and along Kitchen __..._._._..__........_ h. counter-tops, 6'-4" H 6 5 e t \ CV 12 g / — I 4. NOV fiel 0 le 1 LO ,c1. MI \\ • 802 FIRST STREET, TYBEE ISLAND,GA SHELL SOLOMON-OWNER 1 ELECTRICAL— 2ND FLOOR 1 1 Ali MAC installations must comply with The international Mechanical l Fte:nationsi Fuel GGa Coda c . and Mete of Georgia Amendments �M -SSc _ Tv �E- L-5 ,T p • Ir'71 .�� �c6ov� E .ac� E-LI471o91 iiit Lii 1911 • • , =1 13' 0 M- immmmm III all= _1;,__ s mili • 3'-4"x 6'-6" =lift Mmmmm _ \ 3!0"x 6!:' 0 1 N i \ `° i 44 -67 Ei CO x co 1 rimming 7 Ali An..AI nor n A/en •tf An..A/on H 24'-0" H 802 FIRST STREET, TYBEE ISLAM?,GA SHELL SOLOMON-OWNER HVAC — 1ST FLOOR \ . 24'-0" / All HVAC installations must . comply with The international Mechanical International Fuel Gas Code and State of Georgia Amendments ILRIP e Cs co / \ ►) to Stairs AIR HANDLE ./OCATED /'3'-O"Xs'-s° IN THE ATT 6'-4"-----i.-1 / 4 / o / 5 N Z v 12 /i 7 5 \ \ . \ . uth,,, / , \ „, \ ,y / Lo ' (\I / /� \ . 802 FIRST STREET, TYBEE ISLAND,GA SHELL SOLOMON-OWNER HVAC— 2ND FLOOR , S t-1 .Lf- .4mu H t-t, C', C 4.It s A.,-)42. Ope4,10,1Gs GO-BOLTS(TYP.) A "GO-BOLTS INSTALLED Q EACH INDICATED PIER P' a�l CONTINUOUS THRU TOP WALL PLATE(IN Typ.of 16 ACCORDANCE WITH MANUF.INSTALLATION id� ii--� _- __ DETAIL SHEET).++" GALV.3"W X 3/6"THICKX 38"L STRAPS WITH 2.5/6"DIA. .III THRU BOLTS(STRAP CONNECTS SILL BEAM TO PIER.BUILT 11111 III WITH 314PCDX PLYWOOD MUCH PLATE GLUED,CLAMPED,&NAILED TOGETHER WA." TREATED 2"X 12"X 16"BEARING v) 13=0" ► jOv b 6-#6 VERT.REINF.BARS&#2 ' 12'-4" 11 COLUMN TIES @ 12"otoc [L11[L11111' FILL 16'X 16'CMU COLUMN BLOCKS WITH 3000 PSI CONCRETE. 3'X 3'X 20"CONCRETE -` COMPACTED STRUCTURAL FILL ;:I FOOTING-3000 PSI 4i Ir • ill ` I /%�// N�� i%�� ..a p 4-#6 REINF,BARS EACH WAY .41 Mk //>� - /ZC/.-. ��//,i-'��� to NOTES: \//���/%� �� 1. STAGGER ALL LAPS OR JOINTS 1�3 Q"H }y Nh II (I II 11 ��I OF"SILL BEAM"COMPONENTS SO '' VI�161! o i1 II II 111! N w THAT"SILL BEAMS"SHALL BE A�1�q ; rt10$�{3T1 mush °m� —II� �� II 2. ALL EXTERIOR FACING MEMBER � � S. CAMPBELL Detail A Thy 1n ern tion�l dui ing°� 7'-4" SHALL BE PRESSURE TREATED. Edition end�$�$� Geo 1 ALL"SILL BEAM"NAILS SHALL BE HOT DIPPED GALV. 3.WHERE GO-BOLTS WOULD GO S,mendma THRU DOOR OR WINDOW .. OPENINGS,STOP GO-BOLT @ TOP II GO BOLT SYSTEM FROM TBOTTOM 11111 T , OF"SILL BEAM"THRU TOP WALL r PLATE ON EACH SIDE OF OPENING.II III8"X 6"TREATED POST III' MIL RIIM liilil� -L ' II �. - COMPACTED STUCTURAL Fl GALV.STRAP-TYP.ALL POST SIDES 17■ '1. „IM ■III 1'X 1'X 3'MIN.3000 PSI CONCRETE DECK I" �II �II �II� Il FOOTING 7.-4" 1 8_0" Il 8�" `4 //„.././S:?,./..‹,.... \/C%%� ., II` 7// _ l Detail B .•. -U. a... _III U. 111 um - • H 24'-0” -{ \ Detail B Typ.of 7 HWY 80 K O577 ES )!,,AL I � t+N-�� 802 FIRST STREET, TYBEE ISLAND,GA SHELL SOLOMON-OWNER ` r Y FOUNDATION , . GO-BOLT,INC. 4.3 Wall Construction 2250 OAKHILL DRIVE, Wood framed walls anchored with Go-Bolt shall be Uniform Building CodeTM and the 1998Intemational One-and D FLORIDA 32720 constructed of either Spruce-Pine-Fir No.2,specific gravity of Two-Family Dwelling Code° subject to the following 8688-734--734-4046 G=0.42 or Southern Pine No.2,specific gravity of G=0.55, conditions: . 1.0 SUBJECT minimum 2 inch nominal thickness. Masonry walls shall be 7.1 This Evaluation Report and the installation constructed of ASTM C 90 concrete masonry units,CMU. instructions,when required by the code official,shall Go-Bolt®Anchors Wood stud and masonry walls shall have minimum double be submitted at the time of permit application. top plates of 2x4 wood,either Spruce-Pine-Fir No.2,specific 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT gravity G=0.42 or Southern Pine No.2,specific gravity of G 7.2 Design loads on the Go-Bolt shall be determined in =0.55. The wood and masonry walls shall be designed to . accordance with Chapter 16 of the adopted Code. Structural-Uplift resist the design loads determined in accordance with Chapter 16 of the applicable Code. 7.3 Framing members(wood,masonry,concrete,steel, 3.0 DESCRIPTION 5.0 IDENTIFICATION etc.)connected with the Go-Bolt shall be designed in accordance with the requirements of their appropriate 3.1 General Each component of the Go-Boli®Anchor system covered by design specifications as referenced in the applicable Go-Bolt is used to anchor wood stud walls and roof framing this report shall be labeled with the manufacturer's name/and Code.' members to the foundation. Go-Bolt is a fabricated or trademark,address,the product name,and this ICC-ES 7.4 Loads applied shall not exceed those recommended component consisting of a plastic sleeved threaded steel rod legacy evaluation report number,NER-598. by the manufacturer as shown in Section 3.3. 1,' with a plastic stake for embedment in the ground. The concrete foundation is placed around the sleeved threaded 6.0 EVIDENCE SUBMITTED ' 7.5 Each package of Go-Bolt components shall contain rod with the top of the rod flush with the top of the concrete the manufacturer's published installation instructions. All construction comply with P d1C�i�!1 Ct'f�# with foundation. The top of the threaded rod is slotted for a screw 6.1 Manufacturer's descriptive literature, specifications, ��Cflm driver. After the concrete is set,the threaded rod is raised and published installation instructions. international above the foundation by using a screw driver. A bolt or 7.6 In jurisdictions that have adopted the Standard Building e G' Building Code and SSTD 10-99, the following Edition and g, coupler is then attached to the rod to anchor the wood stud 6.2 Specifications for threaded rod, Vulcan Threaded Conditions of Use apply: State(7f�7�()r f wall to the foundation. The stake is a PVC pipe that has a Products,Inc.,October 14,1994,December 2,1994, 7.6.1 Go-Bolt connectors that are exposed directly to Amendments foam sealant plug to keep ground water from entering and December 5, 1994, 6-29-98 and March 22, 2001 111�S corroding the rod. Go-Bolt materials are listed in Section 3.2. signed by Jeff Hayes. weather or subject to salt corrosion in coastal areas, The Complete Component Assembly is shown in Figure 1. as determined by the building official, shall be 6.3 Letters from B-Line Systems,Inc.,Allowable Loads for galvanized in accordance with 302.1.3 of SSTD 10- 99. 3.2 Materials B655 Rod Coupler and B104 Right Angle Support, 7.6.2 When using SSTD 10-99,the design loads listed in December 1,1994,and December 5,1994,signed by the standard shall not exceed those recommended by 3.2.1 Washer: 3 inch by 3 inch by /4 inch thick plate Robert D. Oliver. Specifications and testing for the manufacturer as shown in Section 3.3. washer from steel hot rolled ASTM A 569. Coupler and Angle Bracket, B-Line Systems, Inc.; Coupler,M002,04/17/90;Angle Bracket,M010,Rev. 3.2.2 Nuts: '/2 inch by 13 Hex Nut,width across flats=1/4 C,04/13/94. 7.7 Go-Bolt connectors shall not be used in grouted masonry lintels or bond beams. Go-Bolt connectors inch,thickness=7/16 inch,Type Grade 2, Low or Medium 6.4 Summary report with materials specifications, shall be permitted to be installed in formed concrete Carbon steel,SAE J995. Summary drawings,with ultimate and allowable test lintels or bond beams used as part of a masonry wall. 3.2.3 Embedment Sleeve: 13 inch Thermoguard Potable values,signed and sealed by Allen A. Davis, P.E., The concrete lintels or bond beams shall have a Tubing,thickness 0.062 inches,ASTM D 3309. 10/26/98.Revised 12/21/98. minimum compressive strength of 2,500 psi. Design • loads for the connectors shall be as noted in this 3.2.4 Stake: 3/,inch PVC-SCH 40, PVC 1120,Type 1, 6.5 Test reports, uplift load test under ASTM D 1761, report. Grade 1,wall thickness 0.113 inches,ASTM D 1785. Product Testing,Inc.,signed by Robert K.Prophet and 7.8 This report is subject to periodic re-examination.For signed and sealed by C.R.Caudel,P.E.: i information on the current status of this report,contact 3.2.5 Coupler: '/y inch-13 by 13/4 inch,Grade A Carbon 6.5.1 Go-Bolt embedded in concrete, Job #98-1617, the ICC-ES. Steel,ASTM A 563 Grade A. February 13,1998. 6.5.2 Go-Bolt attached to double wood top plates SYP and FIGURE 1 3.2.6 Threaded Rod: ASTM A 36 and ASTM A 307 Grade 2 by 2 by /4 inch square washer, Job #98-1642, C V,inch-13,1008 Low Carbon Steel,roll thread diameter March 6,1998. 0.476 inches,tensile strength of 84,700 psi,minimum yield 6.5.3 Go-Bolt attached to double top plates SPF and 2 by 2 stress 60,000 psi,zinc plating ASTM B 633. by /,inch square washer,Job#98-1898,September 18,1998,Proposal No.307. oeL TOP PLATES _ 3.2.7 Stake Sealant: Enerfoam,UL File R14540. 6.5.4 Go-Bolt in masonry bond beam with 2,500 psi concrete,Job#98-1897,September 15,1998,Client 3.3 Design Loads-Uplift P.O.#307. I Go-Bolts have an allowable design Uplift load of 3,990 6.6 Test reports on tensile testing,Product Testing,Inc., I pounds when using Southern Pine top plates and 3725 signed by Robert K.Prophet and signed and sealed COUPLER-- Pounds when usina Spruce-Pine-Fir top plates.a1"n by C.R.Caudel.P.E.: II 3.3 Design Loads-Uplift by U.H.L.auui,r.�.. 6.6.1 All threaded rod materials,Job#97-1551,December Go-Bolts have an allowable design Uplift load of 3,990 24,1997. SOLE PLATE CONNECTION pounds when using Southern Pine top plates and 3725 6.6.2 Nut, coupler and rod material, Job #97-1539, FOR LATERAL RESISTANCE�_ pounds when using Spruce-Pine-Fir top plates. Go-Bolts December 22,1997. SOLE PLATE--•• embedded into masonry lintels or bond beams shall have an 6.6.3 Anchor Rod with coupler nut,Job#98-1753,May 27, }: z allowable design Uplift load of 3,860 pounds when using 1998. :'�.".' Southern Pine top plates and 3,725 pounds when using 6.6.4 Letter report on number of threads engaged in CONCRETE—t�.'t :; m�:° Spruce-Pine-Fir top plates. The Go-Bolts are installed coupler,May 27,1998. continuous from foundation to wood double top plates on '1-';:is . L°- wood stud or masonry walls,see Sections 4.2 and 4.3,and report _ '411.04111 6.7 Test on shear test of rod material, Product °'H�aryQ,g=- : Figure 1. The allowable design load shall flat be increased Testing,Inc.,Job#98-1671,March 7,1998,signed by SEALANT °m,� '° ° for duration of load. Robert K. Prophet,and signed and sealed by C.R. _ 4.0 INSTALLATION Caudel,P.E. _ 4.1 General 7.0 CONDITIONS OF USE .,_ The ICC-ES Subcommittee for the National Evaluation - . , Go-Bolts shall be installed in accordance with the Service finds that the Go-Boili Anchor System described in manufacturer's published installation instructions and this this report complies with or is a suitable alternate to that f report. See Figure 1. specified in the 2000 International Building Code:,the 2000 r......_.. , International Residential Code,the BOCA Natioal Building f Themanufacturer'spublishedinstallationinstructionsandthis Code/1999, the 1999 Standard Building Code°, the 1997 i report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site 717 during installation. SIONAE The instructions within this report govern if there are any conflicts between the manufacturer's published instructions -PO4\°::0_,,M110��`a and this report. 49.T C.16-`-- 4.2 Foundations - r Go-Bolts shall be embedded 6 inches into concrete 802 FIRST STREET, TYBEE ISLAND,GA \ foundations that are minimum 10 inches thick with a minimum . ,-'�l \ compressive strength of 2,500 psi. The bolts shall have a minimum edge distance of 2 inches and shall be spaced as SHELL SOLOMON-OWNER • -.. 1 required to resist wind uplift load. The foundations shall be ' designed to resist the design loads determined in accordance GO-BOLT SPECIFICATION � —_) � with Chapter 16 of the applicable Code. : .tva r raitet ����i e ° ern tional Builiiing.COde Edition and State of&orb& Amendments �-1 1 ,r 2 Story Structure- All insulations must 2"X8"RAFTERS 16"OC —� :1.) h l.- o Top of Roof Elevation 28'-8" State with The Georgia 117' DX PLYWOOD �� St6aite Energy Code 19 GAUGE METAL ROOFING ON 15L FEL gdtt{0n and State of Georgia 12 Amendments 1"X 4"SLEEPERS 16"OC—N 5 /�/ ,` Amm�'tts HURRICANE STRAPS @ EACH RAFTER -. / / f� 2 Story Stucture- 1 l 2"x 12"its^oc � __ MA-Fo J F L. �j(—to Top Cap Plate Elevation 23'-1" CONTINOUS EAVE VENT I - \ l 7'X 6"WALL STUD 16"OC '. R-30 BATT INSULATION 5/6"FIRE RATED SHEETROCK HARDI-BOARD LAP SIDING �. DOUBLE 2"X E'CAP PLATE SPACE BEL®!N FLO®® EL.EVAT70:1tl■ellig(AE Zone) TYVAC MOISTURE PROOF WRAP 1/2"CDX PLYWOOD R13 INSULATION(TYP.ALL EXTERIOR WALLS) Hydrostatic vents required to relieve pressure lh19 GAAGE METAL ROOFING ON 15LB FELT - 1/2"SHEETROCK-TYP.ALL INTERIOR enclosed Space below ti00d elevatoot oor v Inch rrf 6"METAL VALLEY WALLS. vent required for each 1 square toot 0ar area. 7'X E'SILL PLATE TX4"X16"H ENGINEERED JOIST 16"OC ����L s c� Bottom of vent must be within 1 foot ot�a Bit e� ___________ ---....„ _7.. 01 / AA -/ 'T.{Rcok 12 elevation. Venfs must be placed in op o R-13 BATT INSULATION 3/4"T&G PLYWOOD SUB-FLOOR L . , 2 Story Structure- permit water to flow. M- �2.kri cot L.27,)Second Floor Elevation 14'-1" ! •� ` �� Single Story Stucture- EXISTING ROOF-- l�a-��i�ll�iir/' �4�� ����� � ►t�4 �2 ��� ��� T z 1T 16"OC / Top of Cap Plate Elevation 12'-B"t,t DOUBLE 5/8"FIRE RATED SHEETROCK - 5 � TIE IN TO EXISTING ROOF RAFTERS- TIE IN TO EXISTING ROOF RAFTERS �- DOUBLE 2'X 6"CAP PLATE ��� '^RCN INCLUDING HURRICANE STRAPS(TYP/ INCLUDING HURRICANE HANGERS ��.,�,! ALL RAFTERS) (TYP/ALL RAFTERS) 7'X6"EXTERIOR STUD WALL 16"OC `.C94�r.!S /I r 4 tj 't 1.i 5 GO-BOLT CONTINOUS THRU TOP PLATE& • ANCHORED IN CONCRETE PIER. 2"X 6"SILL PLATE FLOOR EL.17-3"(ABOVE FEMA)- .{ R-19 BATT INSULATION 3/4"T&G PLYWOOD SUB-FLOOR MATCHES EXISTING FLOOR. 1 Sl 1 !/ '� First Floor Elevation(From Grade) 3'-B" 1J DOUBLE 2"x 12"JOISTS©16"OC WITH 314"PLY FLITCH -I'I��I,I,I'I-,I'I DOUBLE 2"x 12"JOISTS©16"OC - ® FOOTING DETAIL ON FOUNDATION P IIu j�I _ fi)IIII.I1IIIIIIII•I _ I�I�I�I�I�I�IiIIIIiI ionic I�IOriliGi_ UNDERPINNING r f IiiIiIaiaiiiiiiiuiiii P0,4 S.z kr) , ., ? Grade Elevation 0'-0" -i�i�iili-iiii�i�iillGi ____ C' 802 FIRST STREET, TYBEE ISLAND,GA SHELL SOLOMON-OWNER SECTION I 2 Story Structure- Top of Roof Elevation 28'-8" T X 8"RAFTERS 16"OC 12"CDX PLYWOOD 19 GAUGE METAL ROOFING ON 15L8 FELT -/ \ 12 1"X 4"SLEEPERS 16 OC N 51 HURRICANE STRAPS EACH RAFTER •%'�� 2 Story Stucture- iili0l 2"x 12^ 16"OC _` Top Cep Plate Elevation 23'-1"• CONTINOUS EAVE VEN- I Z:"— \ T X 6"WALL STUD 16"OC R-30 BATT INSULATION se FIRE RATED SHEETROCK HARDI-BOARD LAP SIDING DOUBLE 7'X 6"CAP PLATE TYVAC MOISTURE PROOF WRAP 12"CDX PLYWOOD !,= R13 INSULATION(TYP.ALL EXTERIOR WALLS) 19 GUAGE METAL ROOFING ON 15LB FELT 1/7 SHEETROCK-TYP.ALL INTERIOR B"METAL VALLEY WALLS. 7 X 6'SILL PLATE TX4"X16"H ENGINEERED JOIST 16"OC 12 R-13 BATT INSULATION 3!4"T&G PLYWOOD SUB-FLOOR - 15 S ctond Floor Elevation 14'4" ,L�._� •� •s Single Story Stucture- EXISTING ROOF-- �f7-2,41IT�ialme0��Aihe tebmi�.'i&�'� �-f igx wal f 7'x 12. 16"OC UVUII k, • p ,. Top of Cap Plate Elevation 12'4' �� " DOUBLE SIB"FIRE RATED SHEETROCK TIE IN TO EXISTING ROOF RAFTERS- TIE IN TO EXISTING ROOF RAFTERS--- DOUBLET X 6"CAP PLATE INCLUDING HURRICANE STRAPS(TYP! INCLUDING HURRICANE HANGERS ALL RAFTERS) (TYP/ALL RAFTERS) 2'X 6"EXTERIOR STUD WALL 16"00 GO-BOLT CONTINOUS THRU TOP PLATE& . ANCHORED IN CONCRETE PIER. 2"XB'SILL PLATE FLOOR EL.12'-3"(ABOVE FEMA)- R-19 BATT INSULATION 3/4"T&G PLYWOOD SUB-FLOOR MATCHES EXISTING FLOOR. First Floor Elevation(From Grade) 3-8" DOUBLE 7'x 12"JOISTS Q 1T OC WITH 3/4"PLY FLITCH DOUBLE 7'x 12"JOISTS @ 15'OC Ti -- — - - -- IIII,�Illlll'Illlli� -- ----- --- - -- L I FOOTING DETAIL ON FOUNDATION PLAN—� MI -IE��;II�j�INI�,I��_ — III IIIIUUIIIII:1P- UNDERPINNING I�I�'i�I�Iiiil�l�IIi�i '— Grade Elevation 0'-0" III _ ] IGiiiiiiiiiiiiliii� _ III MI OD Rci . Ala 5717 4 802 FIRST STREET, TYBEE ISLAND,GA C,IAI / ,, SHELL SOLOMON-OWNER 6.........S.N4 I ! 'V ki' - (7. --e( ' SECTION E';�:I`JEj �1}^� RF{`v�,.`, APPROVED BY THE TYBEE ISLAND PLANNING COMMISSION # i/f U.S. I�igh�e�ay No. 80 �„_ , �'�����CL ds�_ ,,;�. v rr Z� NG A� INISTRATOR DATE ie y N68°25'30 '3E — _ _187.92 ' �t` ;, �S n .; ,_C,GA k 1 77. 92 ' 110. 00 9 V ■� 0 \ Grovel i" .Planter ,.(1-1) �' Sign steps APPROVED BY THE TYBEE /BLAND MAYOR AND COUNCIL I Asphalt ^ ^-) Ram' \ 1 j:‘3) Wo d Fence Wooden N , - 11!�� 30.2 w �sr L l o 31� `1 Zo.4 Woode � 2.0' \\t\ 3\ v�° 15.9 4. peck ,�. 1 _SforY , �-� MA R DATE O Grave/ Frame CS' �'� I/ \ ■\t ' 32.1' Building co 19AL ?, ) N 45/O7 32' - - o 4 -N \ Lot 22 , \ 20 4 24 33 o tr CLERK OF COUNCIL DATE , a � Light �.. ��� c"} water O \I, Poi le conc. Meter J "� v Wood v 1� LYA N 12' pod —.\� Wood fence N CO �// "- / _ .r 7 D pod conc. Wood fence �. OWNER DATE QcD 1 \ fence Asphalt O `� ''_�Wood • Q V 1Y? n iecf. \\ 20.3 Grovel—� O O BOX \�\\_ Northern Portion cn C� \ �----- O f Lot 26 Overhead Pole er \\ N Q \ ` Power Uney/ Lot 22—A, Eagles Nest Phase 3 Wood \ � Light fence 77. 92 ' ,; \ ��Po/e 1 o oo ' �� Being A Recombination Of Lot 22, Eagles Nest w � X-- - - _ - x- - G� 187. 92' - S68°2 0"w '\ ,S'ubdzvzszon And The Northern Portion Of Lot 26 Benjamin T Of The Duck Pond Lots, 4th. G.117 District, Tybee Debbie Bond Demery /% \\ p;n# 4-0019-02-059 Island, Chatham. County, Georgia Ping 4-0019-02-015 � ALSO KNOWN AS: 802 Campbell Street 1� Pin# (New) 4-0019-02-036 .y SURVEYED FOR: Sheldon Solomon LEGEND: Formerly Pin #'S 4-0019-02-010 kIl ® irf IRON ROD FOUND 4-0019-02-036 Gg)RG/A ® cmf CONC. MONUMENT FOUND C oSTEREO ERROR OF CLOSURE: FIELD : 1/ 23, 138 ® IRS IRON ROD SET Vincent Helml y ANG. ERROR :2'PER ANG. PT. ACCORDING TO THE FLOOD INSURANCE * NO. 1882 ' ADJUSTED BY : COMPASS METHOD REFERENCE RATE MAP 135164 0001 C DATED JUNE 17, .. \N ^ PLAT : 1269,125 I 317 Derrick Inn Road EQUIPMENT. TOPCON GTS236W TOTAL ST.4TION 1. D.8.202 G PAGE 309 1986, THE SURVEYED PROPERTY IS WITHIN I 30 , `�'�O �0� SA VANNAH, GEORGIA SINGLE PRISM 2. P.B. Y PAGE 236 A SPECIAL FLOOD HAZARD AREA SURVE -1 M THIS PROPERTY LIES IN ZONE 'A8" EL. 12.0 T ■ (912) 925-3523 DATE: August 30, 2007 3. S.M.B. 16—S PAGE 5 SCALE: 1 " =30 JOB# 07-247