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09-0440 Tybee Historical Society
ri 111 I ' TigirL I.=ill { ; ,EU: .1 i, ' 00206a53 10/06/2009 PM CITY OF TYBEE ISLAND 22 TRAN: 3.0000 Building Perm its BUILDING PERMIT OP'E : MF TERM: 0C.. DATE ISSUED: 10-6-2009 R •F#: i PERMIT#: 090440 WORK DESCRIPTION CHURCH-RELOCATION &FOUNDATION WORK LOCATION 30 MEDDIN DRIVE TENDERED:ED: 250 , OWNER NAME TYBEE ISLAND HISTORICAL SO IE3Y ADDRESS P 0 BOX 366 CITY,ST,ZIP TYBEE ISLAND GA 31328 APPLIED: 250.0G- . • PHONE NUMBER CONTRACTOR NAME ADDRESS CI-441,16E: .013 CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $250.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $23,125.00 TOTAL BALANCE DUE: $250.00 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: ■.4_ ' P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org 12-15-2009 4:2 8 PM A D J U S T M E N T R E G I S T E R PAGE: 1 PACKET: 01523 HISTORICAL . POSTING DATE: 11/01/2009 -_= T R A N S A C T I O N S =__ PROJ/CONT NAME DATE REFERENCE DISTRIBUTION AMOUNT 090440 TYBEE ISLAND HISTORICAL SOCIET 11/01/2009 Correction NEW BLDG - 111.00 BASE - BASE FEE $20 20.00 INSP - INSPECTION FEES 3/1000 69.00 SP50 - STANDARD PERMIT $50 FEE 50.00 TOTAL PAYMENT: 250.00 re e.X1 41(... OA l 2, I g- 4) g 12-15-2009 4:2 8 PM A D J U S T M E N T R E G I S T E R PAGE: 2 PACKET: 01523 HISTORICAL POSTING DATE: 11/01/2009 __= T 0 T A L S =__ F E E C O D E T O T A L S FEE CODE AMOUNT NEW BLDG - 111.00 BASE - BASE FEE $20 20.00 INSP - INSPECTION FEES 3/1000 69.00 SP50 - STANDARD PERMIT $50 FEE 50.00 TOTALS 250.00 • • 1 12-15-2009 4:28 PM A D J U S T M E N T R E G I S T E R PAGE: 3 PACKET: 01523 HISTORICAL POSTING DATE: 11/01/2009 __= T O TAL S =__ G / L TOTALS ACCOUNT SOURCE NAME AMOUNT 100-00-11.1110 IFT Claim on Pooled Cash 250.00CR 100-00-32.3101 Building Permits 181.00 100-00-32.3120 Building Inspections 69.00 999-00-11.1110 Pooled Cash FCB 28266 250.00CR 999-00-12.1900 IFT Due to Other Funds 250.00 ERRORS: 0 ** END OF REPORT ** 12-15-2009 4:3 1 PM R E C E I P T R E G I S T E R PAGE: 1 PACKET: 01524 REFUND HISTORICAL POSTING DATE: 11/01/2009 __= PAYMENTS === PROJECT NAME DATE REFERENCE FEE DISTRIBUTION AMOUNT 090440 TYBEE ISLAND HISTORICAL SOCIET 11/01/2009 PROJECT VOIDED UNAP - UNAPPLIED CREDIT 250.00OR TOTAL PAYMENT: 250.00CR 12-15-2009 4:3 1 PM R E C E I P T R E G I S T E R PAGE: 2 PACKET: 01524 REFUND HISTORICAL POSTING DATE: 11/01/2009 __= T O T A L S =__ F E E C O D E T O T A L S FEE CODE AMOUNT UNAP - UNAPPLIED CREDIT 250.00OR TOTALS 250.00CR S E C U R I T Y C O D E T O T A L S SECURITIES CODE AMOUNT TOTALS 0.00 12-15-2009 4:32 PM REFUND CHECK REGISTER PAGE: 1 Packet: 1525 - HISTORICAL SOCIETY CHECK REFUND ITEMS PROJ/CONT PAYABLE TO DATE NUMBER AMOUNT ITEM.DESCRIPTION AMOUNT MESSAGE 090440 TYBEE ISLAND HISTORICAL SOCIET 12/15/2009 0 250.00 Unapplied Credits 250.00 TOTAL REFUNDS: 1 AMOUNT: 250.00 ERRORS: ** END OF REPORT ** CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-6-2009 PERMIT#: 090440 WORK DESCRIPTION CHURCH-RELOCATION&FOUNDATION WORK LOCATION 30 MEDDIN DRIVE OWNER NAME TYBEE ISLAND HISTORICAL SOCIETY ADDRESS P 0 BOX 366 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $250.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $23,125.00 TOTAL BALANCE DUE: $250.00 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 o f Building Inspector or Authorized Agent: 1 A „ tadrAir.. P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org Dianne Otto From: davisenginc @bellsouth.net Sent: Friday, October 16, 2009 3:11 PM To: Dianne Otto Cc: Jonathan Lynn Subject: FW: relocation of church Based upon our previous conversation, no. I need to look at the site and the application to verify. I will plan on doing this early next week. Downer Forwarded Message: From: Dianne Otto <Dotto@cityoftvbee.org> To:Jonathan Lynn<ilynn @cityoftybee.org>, "davisenginc @bellsouth.net"'<davisenginc@bellsouth.net> Subject: relocation of church Date: Fri, 16 Oct 2009 18:14:39+0000 Jonathan & Downer: On 10/06/2009 I issued a permit for relocation of the church to the lighthouse grounds and the foundation. (The permit fees were submitted when the application was submitted.) I called Sara at the lighthouse and told her the permit was ready but it has not yet been picked up. Is a drainage and soil erosion plan required?Should the relocation/foundation permit not have been processed without them? Please advise. Dianne Otto,CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 1 CITY OF TYBEE ISLAND, GEORGIA • APPLICATION FOR BUILDING PERMIT 09-o4,4-o Location: 30 M EDD III! DRIVE Ty4WE J c/ PIN# y- 000/- 13-0/0 NAME . ADDRESS TELEPHONE T/beE 27r1d p. o ,Qo x 741e Owner PfPro t Soc. T •1ZEE /S</9w10, CA ,V7241 7,6- 061 Architect ,C/.E,Qiv- PotE# AI 7 D. Sax /S/,9 or Engineer 4-ea. S.g t/A iv,vAdo/ GA 3I 14/G . -Pi°0 Building Contractor No f Y re-Leer-EP (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family [Xj Other ❑ Commercial Details of Project: (im4P Q AT /.;Tyjr. - 77119VE 743 Ze Mac/ED / l� reloeo.-4Q^ 1,6_90A-doww ..T1k. /!PE,Am.1-. � , ,1.474'T' .jé1IA,. Estimated Cost of Construction: $ ,3 _ pD.°d sZ3t 12. v V Construction Type (I) (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: 6/A,0EL 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 yy Le, 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. (si'EEPLE EKC (4Ir) During construction: On-site restroom facilities will be provided through R�,,,6 /s a Rita yf E30Jr7,4 C .l; On-site waste and debris containers will be provided by A//M1(/1,i 01fern Erni' Construction debris will be disposed by tjAhle 0,9•S-- 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 res re drainage impaired by this permitted construction. i Date: ieS Sept OS Signature of Applicant: 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: a ature Date FEES cT �o( Permit �3 Zoning Administrator y Code Enforcement Officer fif? if QS Inspections (D9 Water/Sewer at Water Tap Storm/Drainage Sewer Stub Inspections , ► . ` i Aid to Const. City Manager - r C_// re..(0co.A4. 50 TOTAL 2 5 • CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE(912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a FIood Zone. Location of Work: 3© ivevoix,/ P4 iv Owner's Name: 753bE cf /Aria Address: P.0. 19 k ?�(°I �t •b� " I-.J'C 49,4d 6.-,4 ,7r,-72-k Contractor's Name: No7 yer J ECTep This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. 1.2. co BFE CcL®4Q I F /i 00 M..f&.e Acknowledged and agreed to this 21 day of rEPTP/P , 20 0 9 . Ow eurrtractarSTgratart- H- ,S gEQiV O.E. Owner/..Ceplitgast.Qx Printed Name EA/et AiE82 Dianne Otto From: Jonathan Lynn [jonathanhlynn @yahoo.com] Sent: Friday, October 02, 2009 12:54 PM To: Dianne Otto Subject: Re: permit fees Dianne 1) I would not double the fee but I will say to go ahead and charge them $25 for working without the permit. 2) Due to the amount of work that the City is havi to put in to this project, I will say to move forward with the charging of this permit. I don't even think that the $ 3 will cover amount of work we have put in to this point much less later on. 3) Yes,please proceed and provide me recommended changes and we can discuss when you two are ready as I agree that there are certain areas that we need to address. Thanks Jonathan --- On Fri, 10/2/09,Dianne Otto <Dotto@cityoftybee.org>wrote: From: Dianne Otto <Dotto @cityoftybee.org> Subject: permit fees To: "Jonathan Lynn" <jlynn @cityoftybee.org> Date: Friday, October 2, 2009, 12:08 PM Jonathan, I have 3 permit fee questions: 1. Unpermitted electrical work was done by Wade Electric in the gym for the Tybee Arts Association play this weekend. Ray is inspecting it this afternoon. An electrical permit fee is $25. Should it be waived or should it be doubled? 2. The Hist,,,dr S. iety has ap lie for a permit for the relocation and foundation for the church. The project cost i407, 100. the $ 3 building permit fee be waived? co 3. Ray and have been pondering the fee schedule. For example, a fence permit is $25. An electrical permit is $25. The fence is not inspected but the electrical is. Would you like us to work toward documenting the changes that we would propose? 43, I � Thanks, 1 Dianne Otto,CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 Do You Yahoo!? Tired of spam?Yahoo! Mail has the best spam protection around http://mail.yahoo.com 2 *bomb Martino A'e1> . I savannahnow com ISLANDS CLOSEUP ON THE WEB To find more Closeup stories or to see more pictures,go to savannahnow.com/Closeups. From movie fantasy to Tybee re, A church built on Tybee Island for roof to landscapii the Miley Cyrus movie filmed during - "Donors will h the summer was supposed to be the plaques saying th temporary site of only one service *' for five dollars to —a made-for-Hollywood funeral. —we'll take it all Because of A subcommittc efforts by the city + Society board of c of Tybee and the x. z "' ` .# of Joe Amlung,Jc island's historical :. ,:` " Ferrelle,Paul Jac society,however, J. _ a .T>±'� • Kevin Sofa,has b the church now ;; r church relocation has a future as _ . / I Although the c the location for ; �� _. M r / movie,the buildii happier,actual __- i ally set on fire.Sr events-includ- RICH used to simulate 1 ing weddings. ill i l ------^---_ `'�""�'"""' there was some s( The one-room, WITTISH k exterior and inter 2,000-square- ISLAND HOPPING -•-- there was no stru foot church was -- Sarah. constructed on a _ _-- - As a communii vacant lot at 6th Special to the Closeup the church will sc Avenue and 13th Street over the span The interior of the church is now furnished.It will seat about 80.The 11 solid-oak some of that seati of about six weeks specially for the pews were a gift from Disney. pews used in the Disney movie,"The Last Song." also a gift from ID Sometime soon—possibly this "We have to pay to move it and get members. "We'll put the I week—the building will be moved it up to code,"said Sarah,referring The moving will be done by Bras- walls and at the f to Tybee Island Historical Society to work costing about$100,000. well Brothers of Statesboro,and the said Sarah."Seati property in the Fort Screven area Chambers placed the value of roof of the building will be removed will be free-stanc and used as a venue for exhibits, the building in the$250,000 to for the trip from the southern por- "This will be a receptions and weddings,according $350,000 range. tion of the island to the north end. she said,referrini to Sarah Jones,director of opera- To make the church a permanent The replacement roof will be added prospects as a vei tions for the society. structure,the plastic windows of immediately after the move,Sarah "There are so mai Sara said that,"for a while,"the the wood-framed,Craftsman-style said,and it will be stronger than this building." star of"The Last Song,"Miley Cyrus, church will be replaced,as will the the original so as to bear a higher Fittingly,she st wanted to have the church relocated tin roof and the piers the building wind load and meet building-code also has a spot in to her family's property in Tennessee. rests on will be heightened. requirements. been an element i But,Sarah said,Historical Society The church will be moved to a site Plans call for raising the needed event—the movi Executive Director Cullen Chambers south of the Tybee Island Light Sta- $100,000 to be accomplished by, caused considers and Tybee city officials"lobbied for tion—to an area off the lighthouse said Sarah,"asking people if they're southeast Georgi it to stay here,and Disney said we grounds that now serves as a park- willing to donate a chair,lighting, "In 30 years,it could have it." ing lot for Historical Society staff ceiling fans—everything from the history of the isla -- . i 8.83 x 2,, 3q x • x 0• o //� 3 o I ■ x 0Z F ° 1 q p� X 8.69 i ■ (max I x 02' x �o% 8,60 8.74 17 8 8.53 tEl 4 8.88 8.91 ` " •8.90 • + 0 I 2 LOOS s+ "� x 2A x 22b x 221 851 \ E RACK PARKING O t� y .SS.0 ■ ta ;t ,� 8.35 x 02 2 9 r( ` ■ x 0 X 2?2 24 X 0� g fii U T. 8.72 x 0 0 • Q 8.b8 8.45 8.25 X 0 r..:7 •+2 k ' 8.60 TIE DOWN .0� G: • t ANCHORS 8.44 ----'`g - -7.98 8.25 : :.64IGN ¢� cn"" •rw x 8.32 n{ 0 oo I . � I 8.39 't3 n�II • 8.68 6' CONCRETE CURB A S P H A L T p A V 8.51 ��+ ,n 8.69 ,-FLUSH WITH PAVING I G 0 Q) \ E sd „r o 8.72 STO6;M \✓A7ER ■ + a V� c� 8.53 DRAINAGE 0 ■ 9.20 • Qi 8.76 a y‘ TIE DDWN \ I rt to : i< ANCHORS 0 0 P WOODEN \ �� • a FIRE FRAME STORM WATER + j^ u a HYDRANT SHED g,2' � -831 Q INLET AGE \+ `j• to xSIGNx \ + Ls • ac? 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X .�1• \1!o x O 1c-_J( X 10' ATER ' + W SpR 1.5_ 1 • • • • • • • • 16.73 • BACK F 04! x \o LVeiq 9.45 M x �� .0 13.68 COVERER 1 • PREY N ER a CO I PORCH FIRE IN VAUL iT di • 21.72 \ ^ ° • CONNECTION 9.30 `°j 0 ■ x X 0� qq0 x y0� «?i 1 PALM Lh x tip° V i i �4 X ti~ x {tip x .;>.",' ONE STORY 3 a FRAME -0 x \tit z 1 I / IRRIGATIO BUILDING 'N4-)b' 2 o O VALVE 4.6 X N. °t .t 11 FF = 13.6 x tip' x a FLAG V 12' PALM «4 F •E 1+' .AL: POLE ti0 olk «!i%13' PALM SPR ,�® If 11.09 SIGN x i°0.° j SPR I s. ±�� A/C ANCHOR IRRIGATION o o x 1h x A :>' x e�\ I o° <1.20 SIGN AS • y I X q�0 do x .,2••• x �o x II II 1.0 �b2 0 SPR ft I;% 11.77 11.79 X \�' x .q� I 4 0 ..... • 1124 1120 ti"t\ x ti,'O x o ill FRAME BUILDING I ELECTRIC �•'' JLOWWELL ~ j 4.63 0 tih 1 , r�l REST ROAMS x 1C� x �. �� ti 2 0 JU T. BOX o ;�� FF = 22.8 :10N,D14P,umpPALm 10' PALM �•• X q2 X q� X ti°�O 0° tit, t• : LEC Fami 1' LIVE OAK x O• 0 t r t<+1`v r g x.�._x..�._z x�•-.-x�_x x---x----z \ x .ti0 X ,,,1~ �� 1. �\j,��r�`_-ti 9.48 N CLE Att 12' PALM ---k-'-+�_x-__x.�_x � x_.._x_ x _x-�_x• _ X \~ _ X 1���0 DUT �'•�tl�` 2 t� �j r•.4r x -.._x `!r� x__.....�.___�x x ~,� X \~�� 0. X +1 WATER q1 c� I rti 2' PALM W SANITARY `•- x_"x"L '^^--«-�-x �z__ x ,,,,./.) ® x O SEWER MH VALVES ti a "ZS +� AND FRAME «2i%13' PALM x ,o•UTILITIES PROTECTION CENTER 1' LIVE DAK CON LID +4 1ti ll o CALL THREE WORKING DAYS x 1' LIVE OA' ® � 1 F.-x -0. 1 0 C) CIIT 01 TOP = 11.96 A. ® I' LIVE OAK ` BEFORE YOU DIG X �° s PALMETTO a � �� � L N x 11 wATE••( x AP"' ti 13' PALM a x q� ., � T d l �� !Y O 10.92 I- VLV to ������ 2` LIVE OAK X 4� °�' 2 x ° A . f ( LL' f097 1L03 +RANT ::::G:: : ORG a 2' LIVED r LIVE OAK l ¢ ' }.,11 2' LIVE OAK x ti° X \O M � 4j 10.84 HUGH TT. x yo2 x \O� X \O, 10,70 10,70 p J�r� 14' PALM CONCRETE X 2' `' Co 1' LIVE OAK AV:, 20.82 I0.7b } Flail 1' LIVE QA' 1' LIVE: OAK ''►� 9,75 o ® ® mob -�� +� 9' LIVE OAK 10,60 0.46 UNDERGROUOND z A 2' LIVE OAK x 120 j1C�i1��1 L1t �- It 10.10 10.47 10.55 HERE o C I ta cv ;1114 CHATHAM SURVEYING SERVICES, INC. HAS PERFORMED A TREE Flood hazard zone A' BEE x 121 X 1� x ,�° X q�h x �'' CHAPEL ��I e9 10.47 s P lo.3s Si ,Li No interior finishes, walls d.signed 0?' O 0ti, q 1Q 20.39 ■ L r P A 10.17 9.55 AND TOPOGRAPHIC SURVEY OF THIS LOT, Y PLACEMENT OF X F.F. �F { t x 9 LIVE OAK 1' Cpl i Y. 14 00 torn f PROPOSED STRUCTURES OR DRAINAGE PLAN ON THIS DRAWING to allow entry f:v, °` water, �� ' q, x �• �`' X °'P ° v I N G 1 fi IS BY OTHERS. mechanical equipment. Only parking, 2' LIVE OAK 1' LIVE OAK x q x q� x �• 10.26 ; 9.53 9.45 limited storage and building access a 1� h o bP# � ] 2' LIVE OAK 2' LI E OAK 114' APPROXIMATE BUILDING TIE x 9.86 1, ® V LIVE OAK }0 4 dj`_ \ 1i- C REFERENCES: D8 242-T PAGE 095 ® ,�/ NGS DATA SHEET FOR USGS DISC 'TIDAL 6 TA 1" 2' LIV K 3 �° _�� �� 9.b3 +9.82 0 ( CKO 635 l0. 4a 1 ® x �I. x 122 LIVE k2 ! 9 + 26' LIVE OAK r- 'L x O' t A]1;. 9.43 u \ a� x 01. x 0~ 2 e i 2 14' PALM 4i% x i3'tO P«ti• 1 AL,. x 0 q ■ �; SIGN q 1 3 s•t . VERTICAL DATUM IS NGVD 1929 : =>' X 1 3 y 1' LIVE OAK a ■ x (6. 1' LIVE OAK b2 •` A,y ►4 +;` 02 ! 0 9.65 w (� x 0 g ® x 0 14' 0' .... .. 161•PALM °' 1 x °2 21 x h x o• ADDING A FACTOR OF 0.97' WILL CONVERT NAVD '88 ELEVATIONS � '� 2• LIVE OAK + TO NGVD '29 ELEVATIONS, .: `' s � 17' PALM 2' LIVE OAK «2i% 14' PALM '` 9.89 1 . ELEVATIONS ARE BASED ON NGS DISC "TI AL 6 STA 1" (P,I.D. CKJ 653) ` '° 2• LIVE OAK ® 2' LIVE OAK 1' LIVE OAK 1' LIVE OAK F ?�, VE OAK 10 _. LOCATED IN THE WESTERN WALL OF THE YBEE LIGHT HOUSE. REVIEW FOR CODE COMPLIANCE x Zn' � 2 +� �� j 1 X ,\'N. x 1S x 12 4) ti 14' PALM 14' PALM 4iwT< c� x 1 x A. X 041 x �` 12 q «ti% A IN MY OPINION IN ACCORDANCE WITH F.LR.M MAP Ever effort has been made `o identify �' x �• x m� z ,� ` x2 2� 1i 25' PALM I �.�,...., ■' S x m. x e . x �4� �q 2 I�RAWTNG'l Mil: x 2. x q� b NO, 135164 0002 C, INDEX DATED JUNE 17, 1986, code violations. o oversight by the 3 H q� r 9.72 THIS PROPERTY DOES LIE WITHIN A DESI NATED � ' chart �`` 1"I11?°' t FLOOD HAZARD AREA, to violate, a� : l , alter c:_' set aside ty ZONE A8 ELEV 12 any applicable codes or ordinances. The evielv1 permit should not be construed X' C SITE o as a review warranty or guarantee.r ° CO e SPR = IRRIGATION SPRINKLER 1 �- v PLAN a APF'ROXlMA7E 2' WOOD PAST-I� 9.7s ��f✓h��QN FOR CABLE 10.01 SEVERAL MORE MAY EXIST IN THE SUBJECT AREA Reviewed ` Date ;� QF PRQfaER-IY ���{� R FENCE / C°> W a THAT ARE NOT SHOWN ON THIS SURV Y ' GRAPHIC SC cn pt..;,,,W,1171MI k it,,,,:,,,j;,_IV- .'''" w4 I .0 SCALP,: 1"=20r I am .. �W r PROJECT NO: 090548 r"+-c 20 0 10 20 40 80 mm �allnnla r am a�tttrn nnr DATE: 09/24/09 WM � � NW WM NM a, �a WM DRAWN BY: JAP a err i', !1%.5Ammianamiai 466.32' a.....a.na, .. .E �.�...,. .. a C4 04 ( IN FEET ) .-,,, a'" 'r'n"� nr .._ v CHECKED_BY: 42DC ��■ win NOT FOR CONSTRUCTION SHEET Nn:MIWWWWWWW ow `� I inch = 20 ft. mum d �i. Ian N8<t'23'14"W �` WM WM NW 1 I RELEASED FOR CONSTRUCTION S �[� .. , �DATE: BY: Cl U . ' u a rd „ g GENERAL STRUCTURAL NOTES .5::4 1 M v 1) ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: 4) DESIGN CRITERIA: SITE PREPARATION REQUIREMENTS AT BUILDING: (. ) 04 a 0,p, (A) INTERNATIONAL BUILDING CODE - 2006 (IBC-2006) • ^ LIVE LOAD (B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION FLOOR LIVE LOAD = 40 PSF 1. PRIOR TO CONSTRUCTION, ALL BUILDING AREAS, PLUS AT LEAST 10 FEET ON EACH SIDE AND ALL II W uh {SSTD-10-99) AREAS TO BE PAVED, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL AND ROOT SYSTEMS. ' FOUNDATION NOTES: 0 e,m tit .ivf)2 WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND ROOF LIVE LOAD ROOF LIVE LOAD =20 PSF 2. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT ANY PONDED WATER CONDITIONS WITHIN THE INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES AS r CONSTRUCTION AREA AND TO FACILITATE THE RAPID RUN-OFF OF STORM WATER. 1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLYASH IS NOT ALLOWED IN THE CONCRETE MIX. E g 1 o- REQUIRED BY SSTD 10-99. DOCUMENTATION OF COMPLIANCE SHALL BE IRO' OOF SNOW LOAD a o xa AVAILABLE ON SITE 1O FOR EACH WINDOW, DOOR OR SKYLIGHT AT THE GROUND SNOW LOAD P =0 PSF 3. ANY STUMP HOLES OR OTHER DEPRESSIONS SHOULD BE CLEARED OF LOOSE MATERIAL AND DEBRIS 2. CONCRETE SHALL BE POURED AT A MINIMUM SLUMP OF 5. WATER WILL NOT BE ADDED AT THE JOB q FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3) ('9} FLAT ROOF SNOW LOAD (Pf) =0 PSF AND SHOULD THEN BE BACK FILLED WITH APPROVED FILL. THE BACK FILL SHOULD BE PLACED IN SIX SITE. CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE AND MATERIAL TESTING IN ACCORDANCE WITH r�i i A, &w SNOW EXPOSURE FACTOR (Ce) =1.0 INCH THICK LIFTS AND COMPACTED TO 95%DENSITY IN ACCORDANCE WITH ASTM-D-1557. ACI 318. C? .0) F 3) IF APPROVED DOORS, WINDOWS, OR SKYLIGHTS ARE NOT USED, THEN �`"'� �� WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING. SNOW LOAD IMPORTANCE FACTOR (Is) =1.0 PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A • THERMAL FACTOR (Ct) =1,0 4. ANY UTILITIES THAT UNDERLIE THE SITE SHOULD BE RELOCATED AND NE TRENCHES BACK FILLED 3. COMPACTION REQUIREMENTS: COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. W `1 a WITH APPROVED SOIL. THE BACK FILL SHOULD BE PLACED IN SIX INCH THICK LIFTS AND COMPACTED a • V MAXIMUM TTA HM SPAN OF 8 FEET. PANELS AND NU B PRECUT TO SIZE WITH TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. 4. SOIL BEARING VALUE: 1500 PSF (TO BE VERIFIED BY CONTRACTOR) 0 : '3i ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A WIND LOADS HOMEOWNER WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH BASIC WIND SPEED = 130 MPH J PANEL. (IRC 301.2.1.2. AND SSTD 604) WIND IMPORTANCE FACTOR (1w) = 1 5. THE SUB GRADE SHOULD BE PROOF ROLLED WITH A LOADED DUMP TRUCK TO LOCATE UNSTABLE OR 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR. 60. • U A WIND EXPOSURE = D SOFT AREAS. THESE AREAS SHOULD THEN BE INVESTIGATED TO DETERMINE THE CAUSE OF THE g h 4) ALL HANGERS & FASTENERS SHALL BE GALVANIZED INTERNAL PRESSURE COEFFICIENT (Gcpi) = ±0.18 INSTABILITY. IF DUE TO UNSUITABLE SOILS, SUCH AS HIGHLY ORGANIC SOILS OR SOFT CLAYS, THE 6. LAP CONTINUOUS BARS 44 BAR DIAMETERS. PROVIDE CORNER BARS AT CORNERS. COMPONENTS & CLADDING PRESSURE: WALLS = 46 PSF AREA SHOULD BE UNDERCUT TO FIRM SOIL AND REPLACE WITH APPROVED FILL COMPACTED IN SIX WALLS AT CORNERS = 53 PSF INCH LIFTS TO A MINIMUM DENSITY OF 95% IN ACCORDANCE WITH ASTM-D-1557. IF NE INSTABILITY 7. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTED: 4 ROOF = 40 PSF IS DUE TO EXCESS MOISTURE IN OTHERWISE SUITABLE SOIL, THE AREA SHOULD BE DRAINED AND ROOF AT EDGES & PEAKS = 48 PSF COMPACTED TO 95% DENSITY. FOOTINGS (BOTTOM AND SIDES) 3" CLEAR ROOF AT CORNERS = 48 PSF PIERS OR COLUMNS BELOW GRADE 3" CLEAR EARTHQUAKE DESIGN DATA 6. ANY FILL REQUIRED TO LEVEL OR RAISE THE SITE SHOULD THEN BE PLACED IN 8 TO 10 INCH THICK PIERS OR COLUMNS ABOVE GRADE 1-1/2 CLEAR LOOSE LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. SEISMIC IMPORTANCE FACTOR (Ie) =1.0 BEAMS 2" CLEAR SPECTRAL RESPONSE ACCELERATION (Ss) =0.427 7. ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A SLABS 1" CLEAR STAN s- SPECTRAL RESPONSE ACCELERATION (S1) =0.127 MINIMUM OF 15% FINES. THIS FILL SHOULD BE FREE OF OBJECTIONABLE ROOTS, CLAY LUMPS AND SPECTRAL RESPONSE COEFFICIENT (Sds) =0.416 DEBRIS. 8. VERIFY FINISH FLOOR ELEVATION WITH THE SITE PLAN. SPECTRAL RESPONSE COEFFICIENT (Sd1) =0.194 SITE CLASS =D 8. ALL FOOTING EXCAVATIONS SHOULD BE CHECKED WITH A HAND PENETROMETER TO VERIFY THE SOIL 9• BOTTOM OF ALL FOOTINGS SHALL BE 36 INCHES MINIMUM BELOW FINISH GRADE. SEISMIC DESIGN CATEGORY =C BEARING. AREAS THAT ARE DETERMINED TO BE DEFICIENT SHOULD BE UNDERCUT TO FIRM SOIL AND .g��-{9� SEISMIC RESPONSE COEFFICIENT (Cs) =0.064 BACK FILLED WITH CLEAN SAND, CRUSHED STONE OR FLOWABLE FILL. 10. ALL CONCRETE WORK SHALL CONFORM TO A.C.I 301 REQUIREMENTS. RESPONSE MODIFICATION FACTOR (R) =6.5 BASIC SEISMIC FORCE RESISTING SYSTEM =BEARING WALLS WITH SHEAR PANELS •' 9. THE FOOTING EXCAVATIONS AND ALL OF THE PREPARED SLAB SUB GRADE SHOULD BE MAINTAINED IN DESIGN BASE SHEAR (V) =Cs * W A DRY AND COMPACTED CONDITION UNTIL NE CONCRETE IS.PLACED. AREAS THAT ARE SOFTENED BY ANALYSIS PROCEDURE =EQUIVALENT LATERAL FORCE PROCEDURE WATER OR BY CONSTRUCTION ACTIVITY SHOULD BE REWORKED AND RECOMPACTED TO NE REQUIRED STA■fP: DENSITY AND BEARING, EXISTING RELOCATED BUILDING (2) HTS 20 . fr r i P.T. 2x6 � y 55'-4" r r ,.-.e Ilri • c . " CLR. z " 4'-8" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-8" 6" o�r r r r r r r ,� r / / r 12" CONCRETE PIER W/ (6) #4 a2 VERT BARS Wj 9D' BEND AND x° (2) SIMPSON PA51 FOUNDATION ANCHOR ( 12" MIN. EMBED INTO FOOTING. ;�, I- -I STRAPS ON EACH PIER {{1) STRAP PER la [El BEAM PER PIER MIN.) ALT: (2) HDU2 El- uu t I \ IS ;SSETHHSGThEPDXY d II L__ " j #3 TIES @ 8 Q.C. ., TEMPORARTY BEND I ' ',\/,\/<,', >. '/\\x••17 7 .,„7:,.., ..v.A 6'..4'\:\..7.\\://7.;\\/"....a 1 a.....ii no i N.. : .. 4 .:\<'<,,,,,,,,\,,,,,...,N,,,,,c\7.,/,<,-<,,s.,, ,\,\,,/,,,,,, ,,,t,,,,4,,,,\,i,,,,,,,,H,>://yc.,,S,,,/.,/,\/,$,(:<,,..,, .,„&"1,,.,/■ ' Z \i'/\�' '/V-:•\., ��v'X . • �. \� `- \��\�,./.> CIO =atic-----------" Fil-F--- .,,I -1 ____ 7 , `\ \ \,f,. `/\ 1st POUR (APPLY STURCTURAL• n .> /' , \/\,X/\> a d r \A y\ ` BONDING AGENT BETWEEN POURS) �7 0 N. ",.•,-- ---.. „rs,\,' t\',\•.: . :.'' ' .. . - • : 1-Yr \\*</„A‘• z,.,: s ,, L 1 71 I •,-- ,/, ,//,' „ • 4 4 '' A \/'/'V ./' 0 Z -a, \ 7/- ../;(,,,---\/.<%, : " 7A- ", 4 Y' * • V\'''' < x\ fr-J z o I I- .a (3) #5 E.W. C„/ _..y C�'� i \ b� r 2-6 ,m N 1 LI Lia A 1 cn i I - j 2 TYPICAL FOUNDATION e w 1 1 1 S1.0 3/4' - 1'-O' c 1 M " ., 1 I NIENNEEL �d ti i 's?« j no �''1 I '104 6x6 POST , - "1) `o �_: .. ::";:::1 L. . ' :. PI+i C O I13CY c`_t iSiOiu� 1.,.c:i oJSy parking,„ 5 ` I� ■141 {�, ,i -CO __I L L i li �� �xCica b�.?ilci:��; �?c��::rr o 0 -1 --- i 1 1. n n n > ■ \ I f2 CJ O . --- -, E ..�.n I DRAWING a►r,P.: A 1 jiii I S4. 0 1 } A 0 = SIMPSON HD19 w/ 6x6 POST & 1Ya THREADED ROD w/ tx 11Y" MIN. EMBED IN SIMPSON SET HIGH STRENGTH EPDXY t Z W A= (2) SIMPSON HTS20 9'-0" O . / r K PROJECT NO: 090548.000 i FOUNDATION PLAN 2 _� " DATE: 9/29/09 Pte.', DESIGN BY: PG \ THIS DRAWING AND ITS CONTENTS ARE: DRAWN BY: BL I . CfTECKED BY: PC: NOT FOR CONSTRUCTION SHEET NO I RELEASED FOR CONSTRUCTION BY ON L (PROJECT MANAGER INITIAL) (DATE) 1 S g . • . . . • .. . . , . . • . . . ' , ., , , , ,,„ , ,, • . • . . . • . . , . . .. ... .. . . .. .. , . . . . . .. • • • • ' . • • . • - - . - • . . .. , . . . , .. . •• • . • Tuesday,September 29,2009 1:09:51 PM-I:\090548\Arehioectural&mean).idEP..\C.ADP\d-liPEL RELOCATION\Sbeeis\S2,0 FLOOR FliOUNG PLAN.avig • • . • . . • .. . ... . .. . . . . . . • • . . , . • • . . . . . . ' , .. . . . . . • • . • . . . • . . . , . , . ... .. • . . . • . . . . . . . . . •. • . . ,.„., .... .. . . . : ,...:••:. , . . . . , . . . .. . . . . •.•• - . . . . . . , . . . . . . . • . . . . . . . . . . . . .. . . . i..::::1 ' • . . . 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LLC. P 09 :- •.-:' z FLOOR 0 . / '.. 13TH STREET TO LIGHTHOUSE . . .. 1,,,,,,,,,_-‘,..; A . INN) p FRAMING _. :::, ; „ :.:.., ,;.: .,,,. Consulting Engineers e Land Surveyors e Land Planners • ,t hd MI \o ct, :.V Architects• Landscape Architects. Environmental.Scientist C) •) r•-■ ..--, Is,--, .„,?, ,.., t.,, --„, .4,. PLAN ...,0,111111111101 0 ,•••• 7 Mall Court(31406).P.O.Box 15179.Savannah,Georgia 31416 00 ., ..., Telephone:(912)354-8400.Fax:(912)356-1865.R-mail:info@kerna.)leman.corn •.O 4,,p• , ... . ' i • ,5. - TYBEE ISLAND,GA - 55•••. U 54'-0" i ® 'o 'er 9`-0" 9'-0" / 9'-O" , 9'-0" , 9'-O" , 9'-0" , I / • I.S • EIti ti M K) M•t � !.;do, • NOKV ^- „ 2 U � � M 2x10 S.P. #2 RAFTERS I S3.0 l • >. U i y/ ..( _ (3) 1%"x18" LVL w/Y" PLYWOOD J J J -J � -J FLITCH & (2) 5A"0 THRU BOLTS =..I o" r g cn v, u, cn a_ 2x6 RAFTER Q,} C L :� a: X x /-t� 16" O.C. ° J �, . X X X �x z ,j, W " .) M M M ,?� M M PERPENDICULAR EXTERIOR WALL —11�it ji— I1Ill t (2) 2x6 TOP PLATE 6x5 POST TO 6x6 POST TO LVL BEL)W LV_ BELOW — 2x12 RIDGE BEAui 2x8 RIDGE B:AM •(2) 2x6 MIN. ST 2x6 RAH ER ER 16" O.C. i:. . 2x1G S.P. #2 RAFTERS 1 _ g: STAMP: -1 J J Cn cn N N a. a. CL a_ 2x8 RIDGE w/ LTS16 a; �: °�' 6x6 POST 1 STRAPS @ BEAM ENDS X X' • M M M M M '�' H6 STRAP @ EACH 3 (2) 2x12 STEEPLE SL PPO ?�/1H� STUD TO (2) 2x12 53:0 5x6 POST ¢ w w co m CG a_ a_ 2 GABLE END BRACING 0 FRONT ENTRANCE • O-a- S3.0 3/4" = 1=0" may, V)3 i w 7 .• a_ z 0 4 r X P4 1 v S4.0 rn 4 " (2) 2x12 STEEPLE SUPPORT BEAM °' ? ? In I { } MSTC52 STRAP @ EACH CORNER OF STEEPLE 1 ROOF FRAMING PLAN �`-'� To (2) 2x12 & (2) 2x12 TO STUD BELOW S3.0 1/4" s 1,_0. NOTE: STEEPLE NOT TO BE ERECTED _ UNTIL VARIANCE IS APPROVED Cl) • 10d NAILS AT 12" VERTICAL •_ • SPACING AT INTERIOR STUD • it • 10d NAILS AT 12 --�-_-- VERTICAL SPACING AT 4j SHEATHING JOINTS 1 I,�"�3 !/ 10d NAILS AT 2" (TYP. BOTH SIDES) SHEATHING JOINTS NA2-i' ' ' ~`^. 10d NAILS AT 6" INTERIOR STUD (TYP) t HORIZONTAL SPACING i f �' ' HORIZONTAL SPACING AT TOP • w f Y AT TOP PLATE • ,,.i 1od NAILS AT 2" VERTICAL SPACING AT EDGE�(TYP)AL }"'� F"{ • PLATE (BOTH SIDES OF WALL} • ( (U.N.O. ON PLAN) 0 1 SPACING AT EDGE TYP. • BOTH SIDES) CONTINUOUS �!x STUD CONTINUOUS ,;. zf WALE • z WALL SHEATHING AT _ , c7 j SHEATHING AT t ( ING FRAM ? " TOP OF OPENING ` -� � [ FRAMING N 10d NAILS AT 4 ' _ ( 1od NAILS AT 6" C 04 Cis; AS SHOWN I f HORIZONTAL SPACING AT �- 1 ;, I AS SHOWN HORIZONTAL SPACING AT ' �f EACH END OF EXTERIOR ° '1 ( • I t t 11 I t I I I t t t \-' EACH EATHING AT PANEL t s t I t t t t t I t 1 L� 1 4 (3) 1 Y"x18" LVL w/ Y4 PLYWOOD r SHEATHING AT PANEL ["'�• SPLICE (PROVIDE 2x SPLICE (PROVIDE 2x • W FLITCH & SIMPSON CCQ66 . . .KING STUDS AS }.f`� BLOCKING AS REQUIRED KING STUDS AS `� ,�i � 4.. ` BLOCKING AS REQUIRED �y -- . • REQUIRED , • , ' -•�"� REQUIRED I f ' .i- HEADER AS i FLAT OR ON EDGE) ' �' \--HEADER AS FLAT OR ON EDGE) • �Tl REQUIRED REQUIRED I+i t ° JACK STUDS AS z m 12` EXTERIOR REQUE ED STUDS ASTEN I � 2" EXTERIOR REQUIRED (FASTEN to SHEATHING 16 TO KING STUD TO KING STUD (OPENING):" SHEATHING 1 T (OPENING) • WITH 10d NAILS Q " �"t 6x6 POST WITH 10d NAILS C 10d NAILS AT 2 1 NAILS 0.C. 10d NAILS AT 6 R Cr/ -.� " ! HORIZONTAL SPACING U 12 O.C. HORIZONTAL SPACING N C6:4) . .0 ;,ter., ` AT BOTTOM PLATE ��, ..q ilisimi s• l S r ; f.. AT BOTTOM PLATE = f- (U.N.O. ON PLAN) . ,. 1 (BOTH SIDES OF WALL) • • 1 im{ PERPENDICULAR EXTERIOR WALL �/ (3) "0 THRU BOLTS a o- W TYPICAL INSTALLATION AROUND OPENINGS IN LIEU OF STRAPPING TYPICAL NAILING PAI TERN TYPICAL INSTALLATION AROUND OPENINGS IN LIEU OF STRAPPING TYPICAL NAILING PATTERN t G r H NOTES: DRAWING rrr,.r:: NOTES: ca 11._-11111. 1. NAILING PA I TERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION AND NO ADDITIONAL STRAPPING IS REQUIRED AROUND THE " 1. NAILING PA I IERN SPECIFIED IS DESIGNED TO TRANSFER UPLIFT FORCES TO FOUNDATION AND NO ADDITIONAL STRAPPING IS REQUIRED AROUND THE €WINDOW OPENINGS IF THE ABOVE DETAILS ARE FOLLOWED, OTHERWISE PROVIDE SIMPSON LTSA24 STRAPS FROM HEADER TO JAMB FOR OPENINGS < 6-0 . WINDOW OPENINGS IF THE ABOVE DETAILS ARE FOLLOWED, OTHERWISE PROVIDE SIMPSON LTSA24 STRAPS FROM HEADER TO JAMB FOR OPENINGS < 6'-O". Ili � (2) 2x6 MIN. 2. SHEATHING MAY BE INSTALLED VERTICAL OR HORIZONTAL EXCEPT AT FLOOR LINES IN MULTI-STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE 2. SHEATHING MAY BE INSTALLED VERTICAL OR HORIZONTAL EXCEPT AT FLOOR LINES IN MULTI-STORY BUILDINGS WHERE FULL HEIGHT SHEATHING MUST BE 0 z INSTALLED VERTICAL WITH 24" MIN ABOVE AND BELOW THE FLOOR LINE. INSTALLED VERTICAL WITH 24" MIN ABOVE AND BELOW THE FLOOR LINE. o u 3. MINIMUM SHEATHING SECTION AT ROOF AND FOUNDATION TO BE 48". 0 1 3. MINIMUM SHEATHING SECTION AT ROOF AND FOUNDATION TO BE 48". P-+ 4.PROVIDE SHEATHING 16" MINIMUM ABOVE TOP PLATE AT GABLE ENDS 4. PROVIDE SHEATHING 16" MINIMUM ABOVE TOP PLATE AT GABLE ENDS k 5. A MAXIMUM OF 10% OF THE NAILS MAY BE BENT OR PENETRATE THE SURFACE OF THE PLYWOOD (AN ADDITIONAL 10% MAY BE DIMPLED) 5. A MAXIMUM OF 10% OF THE NAILS MAY BE BENT OR PENETRATE THE SURFACE OF THE PLYWOOD (AN ADDITIONAL 10% MAY BE DIMPLED) A —j PROJECT NO: 090548.000 g 4 TYPICAL EXTERIOR SHEATHING NAILING PATTERN 0 FRONT & BACK WALLS (BOTH SIDES) TYPICAL EXTERIOR SHEATHING NAILING PA I t E RN 0 LEFT & RIGHT SIDE WALLS i DATE: 9/29/09 ©GABLE END BRACING BACK S3.0 N fs.3/4 I. 1..0 53.0 N.T.S. DESIGN BY: PG .' DRAWN BY BL THIS DRAWING AND ITS CONTENTS ARE: c • CHECKED BY: PG N NOT FOR CONSTRUCTION SHEET NO: 2 RELEASED FOR CONSTRUCTION BY ON ' S3.0 -1- (PROJECT MANAGER INITIAL) (DATE) 1 r �� . . . : • ' . . . . . . Tuesday,September 29,2009 1:10:05 PM-I.,\090548\Architectural Structural liEPW,ADD\ClIAPELREWCATIQN\Sheets\SS'S)SECTION @TRUSS&EAVE.dwg . • . , • . . . • . - - . , • . • • .. ,..!: . . • 1! ; ' . . . . . . ..,. , . • . 4 : . • . .. . . . . . • . : . . . 1 . , . . • . . . . , . • .. .. ..) ./ ... . , .,• • . . . . . . . • i • ' . . . . . . . • 2 ' . • • .• . • . 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TRUSS,& '----, . • ` ' •0 cc. ?, "„ -".•.',P ..-,. ••,..) ,., (, '"-- :,''''' r',' '':,;\- ' ._; Architects•.Landscape Architects. Environmental Scientist K. 7 Mall Court(31406).P.O.Box 15179.Savannah,Georgia 31416 (4') t'' Ci-% R3 8 ...0 ut --,.. 4. EAVE as re ses or . \ : ',.:.`::- Telephone:(912)354-8400.Fax (912)356-1865.E-mail:info@kerncoleman.corn ' . TYBEE ISLAND,GA . ... _ . . . , I , , . . . „ . .