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HomeMy Public PortalAbout09-0455 Rock House t CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-15-2009 PERMIT#: 090455 WORK DESCRIPTION INSTALL SIGN-ROCK HOUSE WORK LOCATION 1518 BUTLER AVE OWNER NAME 27 TYBRISA LLC ADDRESS PO BOX 2018 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-0084 CONTRACTOR NAME DOUG BEAN SIGNS INC ADDRESS 1600 DEAN FOREST RD CITY STATE ZIP SAVANNAH GA 31408 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $190.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $4,400.00 TOTAL BALANCE DUE: $ 190.00 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. :14.4.j...) 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 / _ 1 ��P„E OF GFp,ci 9 JEFFREY A. CRAMER STEREO AQCHV r EXISTING REPRODUCTION IN YRIOLE OR IN ROOF FRAMING EXISTING PART IS AUTHIRI ZA ION.WITHOUT ROOF FRAMING reclln:N AunwRlzAnoN.DRAINNGS ARE THE PROPERTY OF DIVERSIFIED .1111• `ESICNS P.C. 1 1. _A , REVISIONS Illr1............ AWNING FRAME DESIGN BY MANUFACTURE FOR 130 MPH"WI D EXPOSURE D” EXISTING ►� ♦' ; ! Ihh1VSTEEL TRUSS AWNING FRAME DESIGN _ STEEL TRUSS BY MANUFACTURE FOR 130 H" PORE DO _� �� ►� r I p� �' ..":1,.. P iP.Mr. ref vi 0 : r \ : e• �� CO ►1 v� �� . CO �,p 1. / 6; / 64 NEW AWNING • ►� �� NEW AWNING •• Li MIMI : 11; \ GALV. METAL BRACE ' �j GALV.METAL BRACE w/THRU BOLTS 24"OCw/THRU BOLTS 24"O.C..4 .; ,/ v.-,,J, o a I= EXISTING BROCK ►1 % EXISTING BROCK I r/nn r;Z 1":1 4 9 EXISTING BLOCK WALL _ ! k4 0 0 °F w m EXISTING BLOCK WALL i! OI ►� �i O W W c 00 •4 La CO ^ ' : 0 . / �1 A 1 11 v/ Din ,-- T �• II / , 3 _� 0• 6 / / 0 0 < CD ° •. S j I w CC a CO z : : . „ (I) 0 OT° mIt .A ■► • 4 / �♦ V ` ,. 0! i \ '/DRAWN BY: SR \\ CHECKED BY DATE: 08-03-09 I ;I "' TYPICAL 6 ' AW\ I \ G S-CTIO\ O TYPICAL 3' AW\ I \ G SECTIO\ PROJECT# 00.000.00 II SCALE: N.T.S. SCALE: N.T.S. LAYO U II SHEET-31j / 1 ,�P�E OF Ge�c9 JEFFREY A. CRAMER I■1■II■1■]■■it■■W■KIWI.1T1i1(Tll■■r■i■r■1•111EF•r■■T f■■■T■■f■■■I■■■■■■ T I ■r■l■■M�1■r T ■i ■■ m■1■■II■■IriTI•1•11■■■. rr■rill11 T■■■■■ h■■■■k••,T■i■1■•I IMREPRODUCTION M NHOLE OR IN PART IS PROW&TED MITHOUT �■ WRITTEN A RIRINTA71ON.DRANINGS ■ \ ARE THE PROPERTY OF DIVFRSIFlED ' DESIGNS P.O. ❑ „i e I1 REVISIONS EN II ® al ME li it ill Y • g • i II_ 1 ,1 A I A. ■ / o SIGN ® , ■ I1(f/1lJn 0 m o J O p U W 9 I 1 —7.--------/1"....7! N W (1) np J Z cc:— '- W AWNING ,�.C .) p p d F W a m W J - 0, I� . WWa) . L— I-{ SIGN I� �`• c\ co AWNING 0$ C"`��1*c 24" OW V) z CO AWNING TABLE TYR. ^ �'J I All (—CROSS WALK IIIIIII /�� J co i� s.ti'(J(;i`�01, III=1��040■:■❑lo❑Io■I■■T 0■■I�bl■■ ■■�i ■■ ■�I•■I■. '�I❑b100ID❑I > Q rhe Inter- Must r .011"• - 1 I I O Q C� O N ; 1 a 6'-S' 6'-5" 6'-5" 6'-5' 6'-5" 6'-5" 6'-5" I < O I, � I I J I `� CROSS WALK ' 45' -- - J V 1 O I I 1 I 1 1 l I I I I 1 1 1 1 1 I 1 1 I 1 1 1' 1 I PuHTER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OM PLANTER I I I I I 1 I I I I T I I I l I 1 1 1 1 1 1 1 1 1 1 W I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 n 00 CO IIIIII _ I _ III _ Il _ IM RAMP 11" PALM 10" PALM 11" PALM u J / 3'-I" 7'-8' 20'-7" \ T F__ f /DRAWN TY: SR ��' : T CHECKED DY: W r4`1� LS r tit �• � DATE: 07-1-09 SCALE: AS NO FED PROJECT# 00_000_00 ED TABLE LAYOUT WITH AWNING LAYOUT SCALE: 118"=1-0" S H E ET-1.9 SIGN-B SIGN-A JEFFREY& CRAMER —\ J, ` ��' 0 AWNIN 46C' 14' Ir, tr) ✓ i 4f S *T � ~ ! 9'-10 1/2" i!• AWNING TER ED A O R uK <�- R o!C'K ( c)t L� coJTI Atc.T) Po HOUSE MUSE M 14 ART OF p ! . REVISIBNs I I ' -, 1 _ _ 00 6' l' o n 1 r . NEW STUCCO FINISH COAT I CO I ao +—� a N N \ !Z7 W m .-. W dilltrost;~1 �ri must tomplywith BUTLER ELEVATION WITH SIGN c -AWWIN= al W ,W i The internat1 a1 tiui1:ding Cod; = SCALE: 3/16"=1-0" SIGN-A EditiOrl And State fo ® d ArnendY11aCtt, f ,r l w 00 I ■ AWNIN 640-0 (�1 co�~ZV,�.c:r ) W D (� r z � .. c..1.G, noi,9 < 48'-10 1/2" W trn AWNIN }Mill a 200 liPill \-•• - CC ® 0) 4 r 3' - ]." �— 5 cn O III b IM MENNOMMO IMINIMM MOINIMMINI -__ ____ ii/MM ( U CO W d r) co 1.1,,„A ils. \ i T ((DRAWN BY SR CHECKED BY y 11 IIITf11T11111111111 �'1 ' 1 ' 1' 1 DATE: 08-03-09 NEW STUCCO FINISH COAT- scnLE: As NOTED LEGEND PROJECT# 00_000 00 SIGN—A TWO SIDED PROJECTION TYBRI SA ELEVATION, V1 T — 1 __ ��-� LAYOUT SIGN-8 ONE WALL MOUNT SCALE: 3/16"=1'-0" SHEET-2 . . // --, 7041-4( 1:71,1Z,571 - i r ) \ _1 City of Tybee Island - Community Development Dept. 6.541XV/, :, ::+.-C. Inspection Report UTEUR-., •G,. 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912386,4573 ext. 114 • Fax 912386.'9539 :..,•x.4.:em-,) feii:R Permit No„ Og - 0 (4- CS--' Date Requested ) 0 2,e' 0( Owner's Name Akt,b6„ Date Needed _ _14Z14/0 Gen. Contractor r)(Dik. 1 Subcontractor Contact Information b()06,. - c°a7. ..2 .4_.____ Project Address i CI b *0-1--tiSIZ-- ■ -- ----, Scope of Work ( Z_, ) 4 Inspector -7 14 Date of Inspectio /0/2-VOq i - Inspection FT\ t ..)D-L, - Pass ,£JI Fee (LA)i '( ) /7 Inspection PI N-Ai , / v A S Pass Fida.- mi Fee 7.._. NILT--1 "A ( V 1 N361) Inspection Pass 0 Fail 0 Fee --- , 1 I I Inspection_ Pass 0 Fail 0 Fee CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 9 .04 55 , 0 Location: 'S&1.P 44'\.& 460e, PIN # LA-k)(1) Q3°t' ` " NAME _ ADDRESS TELEPHONE Owner T&&5&. LLC. coy, ,T{ 6(.'005? ' Architect or Engineer _ Building 9 Contractor � 1!) %111L. a 11 a P _\%),Cacl31`41 (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family E Discovery Minor Addition ❑ Duplex Demolition Substantial Addition ❑ Multi-Family Other Sk r s ❑ Commercial 2 s $. „t s a '` Details of Project: 0 . .. • St, • - ' (lb W4 1 ►t«. : f■L. belt Ili: • D n S.)) Estimated Cost of Construction: $ t Construction Type l.p (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood & Masonry (5) Steel & Masonry .51 �, (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, W1n.a 1Vlf�ii Fj�+' GEORGIA \•w.> Permit Acknowledgement of Asbestos/Environmental Notification to Geor!is EPD for Projects Involving Demolition,Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion cf the building involved in the project is thoroughly inspected by an Accredited Asbestos inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. 1 tMr ph,,� . t ___ - - 1 wn ersigne - Date 1. . .0ES 1 Printed Name Office Use Only: Project Address: �. Permit Number: 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 Nan Approval Final Plat Approval Minor Subdivision Nat 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: . . ' L — Project I.D.: C .. Attachments approved by: Date: LAW OFFICES CALLAWAY, BRAUN,RIDDLE&HUGHES P.C. T k:5 ( S 4 - A PROFESSIONAL CORPORATION /IiCJ^ ( c 4-1 g f 1 TIMOTHY F.CALLAWAY,113 301 WEST CONGRESS STREET REPLY O: CO- Tao L� DANA F.BRAUN SAVANNAH,GEORGIA 31401 POST OFFICE BOX 9150 R KRANNERT RIDDLE SAVANNAH GEORGIA31412 SO, EDWARD M.HUGHES TELEPHONE 1912)238-2750 SCOTT PORCH,IV FACSIMILE(912)238 2767 Q h T.DANIEL TUCKER September 9, 2009 Voice Mail Extension-108 E-11/lall-Bhuohesacbrillaw.com VIA E-MAIL ONLY Vivian Woods City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328-2749 RE: Our File No. 572.14536 • Dear Vivian: Jon Hart, who is the attorney for the applicant for Diversified Designs for Bikinis,Inc. with a public hearing set for this Thursday, has requested that the matter be removed from the agenda and reset for Octobeer _ , .art having to be out of town. I have advised him that we would re-advertise for te October 8th ,-eting at the petitioner's expense and he was agreeable with that. Of course, as as seen the case in the past, we will need to allow anyone wishing to speak at the upcoming meeting to go ahead and do so in light of the current advertisement; however,no action should be taken until the October 8th meeting. If anyone has any questions,please give me a call. With kindest regards, I am Very truly yours, 6 Edward M. Hughes • EMH/md cc: Mayor and Council Jonathan Lynn Dianne Otto • /• • , • \ • --__ / \ -.. \ / \ 1 juk.....„ / , 1 IIIIIII;", E----, /....- • , --- ..---_, ad I 1 1 -1171 r r A IX ...----- 1 , , 1 c =, 1=1 \ , , \ I \J 1 E: , 1 i_______ _________ , \ , , --r*--- \ 1 , - , q.<° �� \Nor'smNee tic ,�,�- 9 •-..a. 1`,�C). .15, 1 i \ t t\oaf c;, '1 d rates an Skiy, C''''''r ti:::::,..... ..v;:.:1:::: :0.::.::: . ,:,,.,, :::.::.:.. ......„._;...,...„... ... .. tl:,: :::::::1,:::::J, :m. :::.:4,;1::,:::: ::...,:li !!:::::::: ::..:,...:: : -Cti:::',....:,,' ",:-,,,,::.';. ....::::ik al `,-...-"-., .kt t-t'-1,',-, 4 li ''(''''' „,...,-,n,,,,11,1 rzlri:...,...,:i ':'• . :.), -----,,_e:_t.'f,- .,,,l' ett-_, N.-_,1 r c v s f 's ,,-'~ .. .. ' ,.o r- w 7-----w.�„ ..,.. y �a �v ° �s,,,„..,,s. o ,.'s..P 2 ' P-ee vik4-, ' \ ---) Chatham County. Se. \ "a REVIEW FOR CODE COMPLIANCE i may° ��"''- avert' effort has been made to identify "3:r '. node violations, DO oversight by the f -. ; reviewer s±-,Hill r „_rst<uoa as authori. ;, '-ma ...-. I; _',� Y ." .y to viol.at-,, c';ncel„ alter or set aside I °"rte ---- - ',i kl .`r ! f �i5 -Lny ap,�li^able co+des or ordinances. The .---' c ft_viii 1 � ^. - :eview and permit should not be construed as a warranty or guarantee — --- ..,aev�,owed By Date 6� - -� y _. --,— _ ril ''s, '1. '.',-.? - -9/I C 1 , 0 . - -111P,. PAIR 4' (.**LLo*L''' ' c1/4 m-f;11, Joij, Y e f ti rri\IS% E t° fil N, P ` `, 0" ::'. .m' , , ' F.it ,6 t .ate 7 s .' t. .' °>, yam'. . � y , 2 �+ ';_ Orr i yi } 3 E A.?" {. x; ..,,,,,,,,—;..u.„ **- '-'• ‘ I I t 1 if I- 14. . -14 1 . --:€ -- 4 III 7t1t. " i - : ,,i, ...A, `;1 it ° } , s T' ''''',7, . r,.." I 0 z 6 Cep . L T � , lc'llLL; i , 4 4 ,�, ./ 1 , ..4,.'41,...---6--/:, �+' � ".-, 4, 4 f ,r_ . . , . . 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'' Main identi From: <9128577879 @mms.alltel.net> To: <dougbean @dougbeansigns.cam> Sent: Tuesday,August 25,2009 2:02 PM Attach: 08-25-09 ..1 502 Jpg r 1 uu 1 r•.. }yk .,t�j"f` aryl s p. ... �I.�'l(Yr<��it �v2 tin v'1,y I"�� l7r�N> i�'i�,jly 1.;&5�{,x ,--•. �1�y(h� F r{ waiC'� VYt `�a W V ejt5 1p 1 f No virus found in this incoming message. Checked by AVG-www.avg.com Version: 8.5.409/Virus Database: 270A3,66/2325 -Release Date: 08/25/09 06:08:00 t. i "j • J . ' ' 'ft,'' i,-.-' if :, i.,**„.,10 '''..-,....,,,„,„,• c yj" vii i�.ht.- . 414. • 4 4F ' 4.r.- 'Mp, 3 t., e ' .0,+ 'f tR' Vaf L+>w..tte y .�k .,r�x r�.$• .Y;�. Nr .,� +*,;, ;naryuy s #rv.nw- f. N a`s ;4,74' `"'" .. @ "'� ff ' 'G R ANN Y ay R. . . ; k� seYtu ` .. 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(ex) / ' , f .1:' lie ifi. 1 r, ) ' . ...-• films • R ��. \ :ti ,��dx t/� N \ t f if rf ��. r ziot VOA(2)0 z ( //t l .w..-- /2"W x . nM7c r f ii tilft‘109 Poa-oe-ZEv-'4,zt0r ;T:t;1,,_ _xi:ewe r�, FRESH FROM ' %' SKETCH PAD izKkkyE / 7Th&h egr5 It��I..D ►I � I5 r . i .- !9'To Trip I M44 WIND = St- 21aP ..5e742 5144/.4-11.1AnyelAKAi %)k IS 4=4 l'5 .1112 T4' L. T an4' TAtt�L e&b &t12E i i-4 3 i'/4* eisizoota , ..,Et..-.A N ..�. 9Etoca L We've c) 11461 4r 1 .(via/ 720/7--- 411Aki,1.44445411,,, ‘07-4(111) 4,Ait4 ) 7-0-4- '7i#211#' ,111441 //frirf9rItr" MTh • a.�, /otnec RockHouse .d Ordeni• W � '' ct 34 4N tint+ n Flag-Mount with Address: One Signbox Sign Dimensions and Misc.Parameters Signbox Height,H: 5.00 ft ize Signbox Width,W: 3.00 ft rat/ `Z. Overall Height, ,Ds: 15.00 In SON Cover Depth,De: 0.00 In Base Connection Type: Bees Plate/Anchor Bolt 0.�r- Wind Pressure and Soli Pressure Assumptions ��/� �3� Basic Wind Speed: 130 mph , -- MY4:, Noa r Exposure Category: Seri eSsu : 2000 pat Soil Unit n9 Pressure: tfifyft Computed Design Parameters p$ Total Signbox Area: 15,00 sq fty �. .?' Design Wind Pressure on Main Signbox: 34.20 pet ilf/4/C7 . / i Design Wind Pressure on Pole": 3411 pet *Pew dAtpktped ao/ad�Nlfnro75i.Sci,SxA.P O. �� mbe. rbe some!Wr,<d prnuw o used it campteed Agmmary fhr roaA Melton nrahsrd Spread Foundation Depth: 2.50 ft dth: 3.50 ft Length Lang, • 44.75 ft /47:14 Depth to Bottom: • eft 9aax ~ Min Soll Pressure: 0 r. .sf (press `. tPth Max Soli Press 1544.- pet }-"'wldtt, Factor of •ety: 1.51 Volu • • «=e: 1,54 cu y rde farcing Steel: 45's at 12 each way,top and bottom. Total wets 80.1!be Dtsciarmor-For Estimating Purposes Only,Not intended for Final Bngineering Design Information used In aonementx these results has berm obtained from sourt:ee believed to be rnfklble,However,Sign MonagftmentOoneuttemts,Inc does not guarantee the sea racy or completeness of eny tntemletton presented herein. Furthermore,sign Management Consuftaits heft no control over haw thte meterfat In applied and therefore,onn In no way guarantee that the mules are correct and rite to the situation to which It fe applied, elan M•uenegement Conauftante.Inc.Strad not be rogizionsible ter any snore,omlesione,or damegne erising out of the use of this document, The infomwlbn presented herein to Intended only far providing prefmtnoy eetrrh atop for structural requirement*for atane,And Is not Intended to be a evitstttUte for responelble engtrcerhlg dbaigh and enafyale prooedunoa which caretuky ccrosWer epee*circtnnatances,See omctims and menuractring and MatallaHon eepebattrna and iirete lone,Neither Sign Management Consultants,ire.,nit any other person or entity eaeociated with this work at hereby rendering engineering or ether proteaalonet ttervtees. If such serviette ate reeWred,the Seeettenee of an appropriate profeeteonet ahoukt be Sought, i051412500!tiers?AM tester',Time A 2003 Sign Mnnegamerk ConeuROme,Inc. All righre reserved.-Page 1 oft uramger lndustri.al.Supply Page 1 of 1. GEprinted 111 rot,no,,OMEN wrro or-If DONE Threaded Rod,304 SS,318-16,3 Ft L y f � Threaded a Rod,3/ 304 Stainless Length Finish Plain, Thread Size 3/8-16, Overall Length 3 ft, Thread Direction Right Hand, Thread Type UNC, Class 1A, Temp, Range Non-Rated,Tensile Strength 75,000, Rockwell Hardness B85 Grainger Item# 4RDG3 Price(ea.) $9.91 Brand APPROVED VENDOR Mfr, Model# 4RDG3 Ship Qty. 1 Sell Qty. (Vtfill-Galt) 1 Ship Weight(lbs.) 0.88 Usually Ships Today Catalog Page No. N/A Pape shown may e i mind your prloo.Log in er mglster. Additional Info There Is currently no additional Information for this item. Tech Specs Optional Accessories Item: Threaded ROCI There are currently no optional accessories for this item. Material: 304 Stainieas Stool I=inish: Plain Alternate Products Thread Size! 3/6.10 There are currently no alternate products for this item. Overall Length: 3 ft Thread Direction: Right Hand Repair Parts Thread Type! UNC Class: 1A A Repair Part may be available for this item.Visit our Repair Temp.Range(s): Non-Rated Parts Center or contact your local branch for more Tensile Strength: 75,000 r -- 75 7fr-,,,-Alpottelc. information, Rockwell Hardness: 1385 Notes&Restrictions There ere currently no notes or restrictions for this item. MSDS This item does not require a Material Safety Data Sheet (MSDS). Required Accessories There are currently no required accessories for this Item. http://www.graingetcom/Grainger/wwg/itemDetails.shttn1 10/14/2009 Ltratnger industrial Supply Page 1 of 2 áRAINGER. pmttod 111/ Angle Stock,Steel,114 In T,3 In Leg,6 Ft x t, 90 Degree Angle Stock, General Purpose, Carbon Steel, Alloy Type Low Carbon,Thickness 1/4 In Leg 4r,r^yvyr �,rti Length 3 In, Length 6 Ft, Mill Finish, Hot Rolled Temper, Thickness Tolerance.4/-0.015 In Length .; Tolerance+1-0.125 In, Leg Length Tolerance+/- �� 0.125 In,Typical Tensile Strength 58,000 to 80,000 PSI, Typical Yield Strength 36,000 PSI, Typical Hardness 137, Hardness Scale BHN Grainger Item# 2AHN1 Price(ea.) $60,84 Brand APPROVED VENDOR Mfr. Model# 2AHN1 Ship Qty. 1 Sell Qty. (Will-Call) 1 Ship Weight(lbs.) 30.9 Usually Ships From mfr. w/in 3 bus. days Catalog Page No. 2772 Price shown rtu.,y not rotted Your price t.ag In or retttt5tot Additional info Low Carbon Steel Low-carbon ("mild") steel has excellent welding and forming characteristics. Low carbon content(0.10%to 0.25%) produces the same properties as iron. Hot rolled angles maintain the material's intrinsic properties during angle formation. Exterior strength is increased through case hardening, Uses: Ideal for general production and maintenance applications. ▪ Tensile strength:58,000 to 80,000 psi • Yield strength:36,000 pal Hardness;137(BHN scale) Tech Specs Optional Accessories Item 90 Degree Angle Stock Glove,Leather,L,Pr Type: General Purpose Material: Carbon Steel Item it:2AH54 Alloy Type: Low Carbon Brand:CONDOR Thickness: 1/4" Usually Ships:Toddy Leg Length: 3" Price(ea): $4.44 Length: 6 Ft Finish: MIR Eyewear,Safety,Clear "'temper: Hot Rolled Thickness Tolerance: 41-0,015" Item et 3 S78 Leg Lnngth Tolarnnce: "/4-1W Brand:CONDOR ltttp://www.grainger.com/Grainger/wwg/itemDetails.shttu1 10/14/2009 ranger.tnausrrlar supply Page 2 of 2 Length Tolerance: +/-0.125" Usually Ships:Today Typical Tensile Strength(PSI): 56,000 to 80,000 .4W—* Price(ea): 36.74 Typical Yield Strength(PSI): 36,000 Typical Hardness: 137 Hardness Same: OHM Alternate Products Notes& Restrictions There are currently no alternate prodUcts for this item. Note:Additionnl Sizes are available:call your local branch, Repair Parts A Repair Part may be available for this item.Visit our Repair NISDS Ports Center or contact your local branch for more Information. Thia item does not require a Material safety Data Sheet (MSOS). Required Accessories There are currently no required accessories for this item. http://wvvw.grainger.com/Grainger/wwg/iteniDetails.shtnil 10/14/2009 , • j !es'w /s Frans% Sf1i 1_tor.-�' eie @:912 964-2900 FAx S I ° NS �`p" fax # ate /© f �'�Dr roZolata INGQR°"ATEO f �s toor=p. �! . Price Quote Pfedee respond._ �' $/g1 SOM. 4% .....,_, / _... Aese;cz.g7ie,e ,„r /e- 0 ‘51,1r 4,-- ---, ,- , 4, Ar4i/oryzae. ,..-,- v , t - _ za-,J---- 0,,,e r /7 � � f .0..7g, /_de.. ,-0— xe2,2aAeitez _. 4.6._ , i, ,S` I 1 . 'cam ga i/', ,,. /".7,-al/ Or Doug Bean Sigis,Ina 1600 Dean Forest Rd Savannah,GA.31408 LAW OFFICES CALLAWAY, BRAUN,RIDDLE&HUGHES P.C. A PROFESSIONAL CORPORATION TIMOTHY F.CALLAWAY,Ili 301 WEST CONGRESS STREET REPLY T0: DANA F.BRAUN SAVANNAH,GEORGIA 31401 POST OFFICE BOX 9150 R.KRANNERT RIDDLE SAVANNAH,GEORGtA31412 EDWARD M.HUGHES TELEPHONE(912)238-2750 D.SCOTT PORCH.IV FACSIMILE(912)238 2767 T.DANIEL TUCKER September 9, 2009 Voice Mail Extension-108 E-Mail-Bhughesacbrhiaw.com VIA E-MAIL ONLY Vivian Woods City of Tybee Island I/ P.O. Box 2749 ' c f�— )4 v SQ.) Tybee Island, GA 31328-2749 / QL.,3 Y, , s RE: Our File No. 572.14536 S-ilc ri Q Dear Vivian: Jon Hart, who is the attorney for the applicant for Diversified Designs for Bikinis,Inc. with a public hearing set for this Thursday, has requested that the matter be removed from the agenda and reset for October due to Mr. Hart having to be out of town. I have advised him that we would re-advertise for the October 8th meeting at the petitioner's expense and he was agreeable with that. Of course, as has been the case in the past, we will need to allow anyone wishing to speak at the upcoming meeting to go ahead and do so in light of the current advertisement; however, no action should be taken until the October 8111 meeting. If anyone has any questions,please give me a call. With kindest regards, I am Very truly yours, 6 Edward M. Hughes EMH/md cc: Mayor and Council Jonathan Lynn Dianne Otto ak $4, ff„, a ( tiow Dianne Otto From: Jonathan Lynn Sent: Friday, September 11, 2009 2:13 PM To: Dianne Otto Subject: RE:Agenda Dianne I am going to go ahead and approve the PO and the City can pay but we need to be reimbursed for this and can include either in the building permit cost or not issue a building permit until we are reimbursed. As I understand it,the attorney has already agreed to this and we shouldn't have any problem. Thanks Jonathan H. Lynn Planning and Zoning Manager City of Tybee Island P.O. Box 2749 403 Butler Avenue Tybee Island, GA 31328 Phone: 912-786-4573 ext. 107 From: Dianne Otto Sent: Friday, September 11, 2009 2:11 PM To: Jonathan Lynn Subject: FW: Agenda Jonathan, There is a purchase order to approve named AWNINGS II. This is for re-advertising the Public Hearing notice for the Rock House. In the attached memo from Bubba he said that he advised Mr. Hart that the petition would be re- advertised for October 8th at the petitioner's expense.The cost of the ad is$22. The re-mailing is 8 x$0.44=$3.52.The cost of the copies for the re-mailing, the envelopes, re-copying 13 CC packets, and re-posting of the Public Hearing sign, etc. would be in the $115 range.Total is around $140, not including labor. Please advise how to proceed. Thank you, Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Bubba Hughes [mailto:bhughes @CBRHLAW.COM] Sent: Wednesday, September 09, 2009 4:42 PM To: Vivian Woods Cc: Mayor Hotmail; tybeewanda @bellsouth.net; charlierbrewer©comcast.net; Barry Brown; mecrone @bellsouth.net; dick_smith @bellsouth.net; Paul Wolff; Jonathan Lynn; Dianne Otto Subject: Agenda Vivian: 1 Please see the attached agenda change. Bubba 2 ___ . . ....„..-..... L 1 - • ' , I t k i Lot 22 I )4_ I I . (,,,, I i 1 t' 1 1 \ i I 1 C'''' VA — -- = . 1 Lot 23 Lot 24 Lot 25 Lot 25 — i L 1 ,.. --• ...I ---'-) • I l I I TWO-STORY 1 BLOCK I I TIR)-STORY I I 8LqCK 1 .' 4:4 ,, .--4 Site Ia.,/ If _ , „ cr4 g r/ L A ° L c L I A ' ' G T :i c. 4 . , 1 9 _5 9 ._44. &Da BLOr. I i ..„. . -1 tu B ! 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AZ) CZA , ' - I 1 . :1 1 Q3 1 - * 0 0) CY) tt 6- 1 ' I . I % i * 1 1 1 , , _____ — — _ _ _ i -- -- ---- — — ,..%) , 1 _ ,..t. ____ . . 0,, o,,,,:,;,_ 4 - i - t - ) 1 ) ' - t 1 i , . - 4 t 1 - i i f L EGEND. i i ______.___ ____________ ___ _____ I* , 1 s i , @ CAF CONC. ALLONUMEIVT FOUND i- , ---y-N o 6 1 - 1 4 - PKF PA' NAIL FOUND 1 ogra p h i , zt- tirvey 1 1 , I * IRS IRON ROD SET - 1 ' , , IRF IRON ROD FOUND • . . Portion Of Lots 1,2,3,4 /bid 43, - 1 , i REFERENCE: ' • . IT-Yard 4, ,51h, aills 1.)/stt7et, I'vbee ihlild, I SPOT ELEVATION 1. Al.& 2 FOLIO 267 ._ I ., 31 . ///',./ /.."/ / ASPHALT 2. PLAT OF LOTS 42 AND 43 Chatham Comity, Georgia .„„ - 3. , , J /v./ z OF A RESUBDIVISION OF FRONT LOTS I il , ,ifel°66-gb_ IA - I ' ACCORDING TO THE FLOOD 94 95, 96 AND 97, WARD 4, G R AP H I C SC AI,E ,,e vi - N s - (ERE- , 1)iversi fled (!onst . i Inc. f „ 0 - T.C.15.88 TOP CURB EL. ,.. . „ - ;1 ' INSURANCE RATE MAP 135164 0002 C DATED JULY 2, 2004 SURVEYED , 5,- O . 44 1 f: or: G.15 41 . GUTTER ELEVATION DATED AWE 17; 1986 THE BY VINCENT HELMLY 20 0 10 20 40 4 80 1 . - I / 4 ' . SURVEYED PROPERTY IS WITHIN --- AIM - I t - --. ' - - - t''.- -7,.. - ,:*- ------- 404 .,.4,-44 44 • .4.'4 ,,_, _ 4.- 4 , _ „,... ' - :-* 4, ..---. '4' „ , . ' Z4- -. S: i ' ti - NO. 18S/ - ,.. 0 t' Ifincent Ilehnly 1 ,_ .__,-:. :,,,:i , --..-.....z7;:-*:i ,._ -:-,;-- - :-_____--- --_--- :, ; ._ .- - k i _- '. 1 OP OVERHEAD POWER LINE A SPECIAL FLOOD HAZARD AREA , -.--) ( IN FEET ) ' - - - - 1 / I (,-../ 1 19 BURTON 170AD THIS PROPERTY LIES IN ZONE = "A8" EL.14.0 4 ' 4. -‘4 I 1 SAVANNAH. GEORG/A i I inch - - 20 it, ' 0 PiRt-t; --k,/ SCA LE -L' "---7-2-0 . -LL Pip Fk,OLL ( 925--35Z5 -, I DATE: 5E1'7 26, 2005 108 Na 05-402 i .. - _____________ 1 _„__________________ _________ _ _ . , .. ______ .. ... . , . _ .