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HomeMy Public PortalAbout07-0152 King CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 04-5-2007 PERMIT#: 070152 WORK DESCRIPTION: ADDITION WORK LOCATION: 2 BEACHWOOD CT OWNER NAME ROBERT&INDIA KING ADDRESS 203 W CHARLTON ST CITY,ST,ZIP SAVANNAH GA 314014201 PHONE NUMBER CONTRACTOR NAME REDMOND CONSTRUCTION ADDRESS 31 DON ZIPPERER DR CITY STATE ZIP SAVANNAH GA 31419 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 198 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $762.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $80,545.00 TOTAL BALANCE DUE: $762.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,tire, 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 sinless work has begun within six months of the date of issuance. r Signature of Building Inspector or Authorized Agent: A „ • P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org 1 1 *, , • ;tai_:. j 1 Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 ---\' Ul Phone: ( 12) 786-4573 exte 114 ñ' `� I Fax: (912) 786-9539 ' I Permit No. .07- f ,;.2e- ___.-_ ____ . Date Requested nest d _ _____ Owner's Name `lam t Nl Date t ceded .'. ,- . 15 Lc.05L. Lc . I Gen. , e G) YvIt Q to d Subcoa tractor Contact !slumber _. I.� `� , r1. nG c `----FD ,' .0 8 )� r Location - -__ - _._- C e_ - ,i , - al, , 1 Inspector _1ri Date of Inspection 6-1)/(c 0 t- . - - -- ! r- / / i 1 Type of Inspection __. i A./ 7-_ L"5 '-fa. zLici LA.).�____ E C kLc k, Pass rum-7 , PsS ,.. [---- . r \ • r\OA a k 0 C t-. �� Fail f -0 ij\O° ilf1,-\V\r( Q..1 / / VINO -� . , O. 1-'17490 1 '„err 1,3; ►)"2 1,2)+ 'P - t ,-Z , 6 J . 1-5-4 (.--9._ 11-1-UE-b) (.;57-47::- . -'-- S. (-11'', qY-'1'-'.; 604 e- -, ..-__ •-4 _ .••;1-1.1,,•''•:i; . : ;:!.•••,.; . ° ,'.&::1 ', 't:,... • •:(..7 ' '•''' %••7 •'' '•. ..'!i•1 ...?"--;.--:'V•ite-'' • inspection Report City o -Tybee Is/and 403 Butler Avenue P.O. Box 2749 Tybee Isidnd, GA 31328 Wilone: (4i2) 186-45/3 extension 114 . Fox: (912) 766-9539 Permit Igo. _01 7 0 I C2- Date Requested Owner : Name ''" L_re.\ _.... Date Needed Gem Contractor 'R civilon.e\ C.■Orl • atibrontrartor _ U Contact i t ber , r k 5S-4- 3 SA,e, ii LI . ._.,-- 1 Location 2 --640 a z k ( 1..) 0 ,._ ci 0.›-r). / _ inspector - , -Tr Date of Inspection ---7 A ■ Type of inspection ___ , r.-. S ..-) \ o,,-*--- --r2z Pass v,ss 4z r,......1 Fail 1 9 1 \0' L,' •\ )C: • P ---N, •-,_ f -.7:r■4. =4: i A -.' V.,' . ' • "e;•1 ' fil \ e A f.-_) (. ---- ... , Inspection Report / City of Tybee Island I 403 Butler Avenue P.O. Box 2.149 Tybee Island, GA 31328 Phonic.: (912) 786-4513 extension 114 [ax: (912) 786-9539 _ Permit Nn, _I 11 0 I -) 4,-- rite Reque5-ted ___D SI' 1 SI 0 --) _____. Owne--4: tiamP •.•K V\gr Date Heeded ___a5- I Gen. Contractor PAtrn A ci 0 3A . Subcontractor Contact Plumber 3 5 Li- Location 2- --B ea ck ,,..) o o CA.-. . /--- , Inspector ,...... . 7 Date of Inspection -.5 Ar ) ) iType of Inspection ke r , , i 5,..,(_.,-12. / .,,s —fit) r D --)5 k e\ Q c„ , ( E C4 a 112 Pass La 1 D-- Fail‘ E:aj , \-, \ --;15 ) \ f t 17- r, , ,) ' t• \ . ) -c r ca- (" • (--\ ---- \ ,1 ,• -_:.-.:-:\:` ... . s D I\ CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 07#0f S Qeoftos Location: RZ-`26.-ek, CA" _ C t. �-' PIN# " 0 oo2_z I -o q 2 NAME ADDRESS TELEPHONE Owner I�c)cJ a-6 3 4,,3 GG I .. 3 j 9c /7410 Architect or Engineer Building Contractor e , 41S-F.,-.$1 ,/: )t 5 1.7-67 3'`Y-3 ` `Y (Check all that apply) ❑ New Construction ig Renovation 4 Minor Addition [1] Duplex n Single Family II Substantial Addition • Residential n Commercial ❑ Multi-Family El Footprint Changes n Repairs ❑ Demolition ❑ Other Estimated cost of Construction: $ S `/ Construction Type .1-- (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOTS and complete the following information based on the construction drawings and site plan: #Units t #Bedrooms #Bathro ms Lot Area Living space (total sq. ft.) `g8 t _ pe-c ic4 A otj #Off-street parking spaces Q d:4 o n o n i t, Trees located &listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) #Stories _3 Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through On-site waste and debris containers will be provided by fir,__ kc-gcw,^z.�s r= 5�u . Construction debris will be disposed by (1.4.14t., by means of ; 40, lb ,�� -mg 0 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: 173- %'" Signature of Applicant: ..„1/4./7/2-7/4.--r-----e° 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 bee,i reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Y Distance to water main tap site Distance to sewer stub site rrV ti1:-) Water meter size Storm drainage Approvals: Signatur- Date FEES Zoning Administrator / / Permit L ,e' Code Enforcement Offi•er M,,� Inspections Water/Sewer • Water Tap , Storm/Drainage Sewer Stub A' Inspections Aid to Const. ' . °° City Manager oc) TOTAL REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or peunit any storm water to flow from their property onto the properly 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: 'U`f`7 � Project I.D.: Attachments approved by: Date: _ I p.2 LOT1 L T2 SEASIDE COLONY SUBDIVISION HASE 1 N 77'35'44" E --- 94.21' RBI CMF V1/ RBF ADJACENT .. , .. _ -- g: °y o 6 t Q cv ---k. \ 1 -- LOT 8 N LOT 7 1 co 0 CD \-sc 1J st ps t = / Gloss C) I 4,------j--- ,f,—��� E P.51-''`i\ I,'e' `n BRICK - OLD TWO STORY --- I 0) ? DRIVE FRAME RESIDENCE Es,'3 ,.-r O ti`s ON CONCRETE PIERS „Jos c�K p 7,„ h N • II �ci i WOOD PORCH � Cr3 22,.2' . . _ b REF 76.00' as S 77'35'40" W RBF BEACHWOOD COURT 4 ' R/W CMF = CONC. MONUMENT FOUND RBF = REBAR FOUND I NOTE: ACCORDING TO 'FIRM' NO.135164 0001 C DATED 6/17/1986 THIS SITE IS IN AN A8 (EL 14) 100 'OAR FLOOD ZONE. STATE OF GEORGIA CHATHAM COUNTY PLAT OF LOT 8, OCEANSIDE DUNES SUBDIVIS ON, KNOWN AS No. 2 BEACHWOOD COURT, TYBEE ISLAND, G: ORGIA. FOR: ALAN TA COB 5EN k.. DATE: APRIL- 1 ea , 1 999 IN MY OPINION THIS PLAT IS A CORRECT G>LO R G/� SCALE: 1" = 30' REPRESENTATION OF THE LAND PLATTED ��0,1ST£R�O 0' 30' 60' E.O.C. FIELD o� /� < ERROR/POINT / I ; BARRETT LAND SURVEYING, INC. METHOD ' �� �� a� E.O.C.E.O. PLAT 1/ 12 209 � �� � c-) P.O. BOX 10091 100' TAPE - OSU RN'C- .-\'`' SAVANNAH, GA. 31412 TOTAL STATION LIETZ SST 4 B 2 B $A RO' (912) 897-S4FQ } . , . . __ _________ _ --- • — --- - • — ,, • -... ,._._______ ---•--------------------------- —- ______..______ • • • • . . • , . . • • . • . • • • : . • ' .. . . : 1 . , i . P ! —1-- if-t--- — . . , . • _ i I - 1' , 1. - . : 1 • : ,. . : • • • f.3f.-3 - i•ni,..ca c 4 ''. ii • . • .1 . . _ . • - .. . , . . • . 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I . . ___-----___—. . -.... . . . - ..._— . . • • k • / VAR11w5 ej �? 2X4 SILL PLATE • ANY CHANGES TO TRUSS LAYOUT OR UPLIFT VALUES MAY RESULT IN • (2) ROWS OF IOD NA(L5. 4"O.G, e • • • • • • • n 112"GDX PLYWOOD SHEATHING POET LAYOUT, HORIZONTAL SPACING AT TOP 4 \. • v BOTTOM OF HEADER BEAM 4 AT , \ �. , „ " " " " " " REVISIONS TO THE TIE MAX LAYOUT PLAN. L-I Bolt Layout Plan is intendod to give the gonera( • ; . TOP 2X4 HEADER(REF. DETAIL N . ; \ 5/8 TIE MAX ROD- ATTACH W/ TIE MAX NUT 3 3 X 3 X 3/16 Intent of the TIE MAX Holdown Design. Excopt at truss FOR NAILING PATTERN) `l I" SQUARE GALV.METAL WASHER AT TOP PLATE 4 TiE MAX STRUCTURAL TIE VALUES SYSTEMS AN ENGINEERED PRODUCT,TO gtrdors,the actual T!E MAX location may vary up to S" • • •;•:••••°„•,•••••••,,,• ' ° ° • ® "TIE MAX"NUT W/3" X 3" X 3/Ib" SWARE GALV. ACHIEVE THE SYSTEM VALUES AND MAINTAIN ITS DESIGN INTEGRITY,ALL to accommodate framing, ° e ° ° ° °°• METAL WASHER• BOTTOM PLATE. EMBED INTO L-2 if actual field conditions differ from those shown � • ��. " " COMPONENTS MUST BE SUPPLIED BY TIE MAX. notify the TIE MAX Representative for possible design TIE MAX q•• N, \ , • \c` FOOTING WI 8 X 3 X I-3ltb SWARE GALV.METAL WASHER. y Repr p g • IOD NAILS•0 b" D.G. VERTICAL HEADER BEAM TO BE USE "6O-BOLT" COUPLER A5 REQUIRED, modifications. • SPACING N6 AT EDGE • ' ` / ,� CONTINUOUS 4 OVERLAPPED 8"TO 12" OUT OP CORNER MAX.(REF.55TD. {0-44,303.2.3) SIMP50N 5A HURRICANE . 1 1 . �.�� WITH CONTINUOUS SHEATHING 2-1617 COMMON NAILS,MIN,b"O,G, CLiP• INS E EA,RAFTER 1 -ATERAL 1=4RG1=5: • ` 0 51MP5O 2.5A 0 OUTSIDE 1 5-I TIE MAX Embeds with a TM washer and nut in place !/2" GDX PLYWOOD SHEATHING \ ` ' (REF.55TD. 10-44,305 !3) can replace typical sole late anchors at a rate of one goTH SIDES of OVERHEAD ° 1 I ` . �� Orlando,Florida 800-245-8826 P yp p VINVW.TIEMAX,COM for one, The use of this washer and nut is only DOOR WALLS 2X4 STUD FRAMING [� 'a iC ',� SBCCI PST&ESI EVALUATION REPORT#9916 B required if the TiE MAX BOLT is going to be used for ii EXTERIOR SHEATHING SPLICE / , N lateral forces, The allowed combined shear capacity W/(2) ROWS OF IDD NAILS• , ,\ " O 0; 112"COX PLYWOOD SHEATHING FLORIDA PRODUCT APPROVAL#FL1566 av Roble is shown on the Bolt Layout Plan, 4 O.G.STAGGERED • l \ • � ALL SHEATHING NAILS MINIMUM io, -- �, S-2 The TIE MAX Rod Will transfer the uplift forces from HORIZONTAL SPACING PER 1` �l R ° IOD(CC ABOVE F.E.M.A• FLOOD "as �,. DUPLIATE ORDL2 TlF�ON SD ( . DTAIL FOR ° • • • • , PLANE,6YAL BELOW 3 � 1 TIE MAX I?E5I C N CRITERIA: the top plate to the foundation.This TIE MAX design $ I drawing is for up lift onty,it is not a design or drawing NAILING PATTERN) F,E,M.A, FLOOD PLANE) D-i See SBCCI PST d ESI Evolution Report#44168 to provido lateral shear resistance. • • �/ lIf \ • 1 • • • • ° 1 " • • D-2 Foundation concrete shall develop a minimum of io NAILS• 12"D.G. VERTICAL i E\. �� 2500pst 1 / SEE BEAM SCHEDULE FOR HEADER SIZE D-3 Double Top Plato of #2 Southern Yellow Pine or . • • SPACING AT INTERIOR IF STUD • 1, ( • / l " .1i: I l • 15 INSTALLED I / VI apa `KWIti: y�c m.�t�a `.k.�: V _ ,. p o.`�.�voh t #2 Spruce Pine Ftr • �� e 8" TO IT MAX.A 2X4 SILL PLATE }_ D-4 Exterior ot 2001 98G ing at Top Plato, minimum't/i6"05B nailed • • • 91 D-5 Attachment of Trusses to Top Plate to be by others. • l i \ ° 4" �� •7 21<4 �''j � TA I L 1' TIE MAX provides continuous load path for uplift forces ..• 3b i VV z. from Top Plate to foundation, • • f ° 5G3 SCALE 3"=t'-0" Q D-6 This a e shall be reviewed Architect or En ineer • (REF.55TD. to-44, 305.-r/3o5rb) SEE WINDOW SCHEDULE P g by g (2) ROWS OF 100 NAILS • • \ / / " POR ROUGH OPENING WIDTH 3 �'- 4 - of Record prior to installation. l • • c D-'t Foundation shall bo of sufficient design to withstand 4" O.G. HORIZONTAL SPACING • i • e n M — 2X6 SILL PLATE °" p • {REF. DETAIL FOR NAILING f the imposed wind loads.$ . " n MAX" " MAX" " n n SEE 55TD 10-44 (305G) FOR MINIMUM �__ \ 5/8 TIE ROD - ATTACH W/ TIE 1JT 4 3 X 3 X 3/16 �- --� �- PATTERty} • \ SQUARE GALV,METAL WASHER AT TOP PLATE d HEADER STUD REWpZEMENTSj TIE MAX EMBED:1 ' • l ` TYPICAL. r� ROVE n MAX" n „ n d E-1 Provide"t" of embodmont aii ntn the t •NAIL.IN6 PATTERN "TIE ROT w!3 X 3 X 3116 SWARE GALV. ��t� tine threads with the top oP slab g bottom of • • s' • • I '• • • METAL WASHER•0 BOTTOM PLATE.EMBED INTO SIMPSON#GM5TI2 n • FOOTING W/3" X 3" X 1-3A6"SauARE GALV. METAL WASHER. (STYP)PIN6 (unless other wise noted)re . - USE "60-BOLT"GWPLER A5 REQUIRED. E-2 Consolidate the concrete around the TiE MAX. • 2X6 MINIMUM " " E-3 Maintain a m(ntmum edge distanco of 2" from 4 8 TO 12 OUT OF CORNER MAX,(REF,55TD, 10-44,3032,3) . , • 2-1617 COMMON NAILS,MIN.b" O.G. ; `,'° .77---------'rq3) � r. •• • centerltno of T(E MAX to odgo oP slab. ' 4 , (REF.55TD. 10-44,505.'!.3} E-4 Secure sole plate with 3"x 3"X 3/16" washer and • • ° e a 2X6 STUD CORNER FRAMING supplied nut. • TIE AX COUPLER: 2X6 SILL PLATE G-I Completely seat the 3/4" TIE MAX BOLT and 5/8" EXTER \ Efr4 /�'� '�" MAX rod ino the reducing couplr Y �.O t 'GAL DUPLICATE ORDER TIEDOYd G-2 Sections of the 518" TIE MAX rod shall ba connected N f� f'' lI ' i with theft ends butted within the middle third of the . e•SHEARAALL PANEL 4 CONCRETE SEAS ? II TiE MAX coupler. N.T.S. G-3 Select TIE MAX rod lengths to place rod splices at . 1 1•15132" COX PLYWOOD SHEATHING accessible locations. EXT. FINISH AS 51'EG'D. S a MAX" MAX" n " n) WINDOW A5 SPEG'D __..__-- �, \ { TIE ROD - ATTACH WI"TIE NuT 4 3 X 3 X 3116 TiE MAX ROD, i • (2) 2X4.LACKS(MIN) SOMME SAW.METAL WASHER AT TOP PLATE 8• R-! The TIE MAX desi and outs era based on testin O e ; raca��►�t���►�i gn Lay 9 with the TiE MAX Rod and are valid only with the use 5 "�"""�"��'°' Pillimr..--') " I iI "TiE MAX"NUT WJ 3"X 3" X 3116" SQUARE 6ALY.l "TIE MAX"MAx" TIEDOWN ROD Of ravine TiE MAX Rod. 4. N` I I PL __ T 3 Wfp�SHER .t` /' (2) 2X4 SHEARWALL STUDS ILnr.•► ������ n; ..►tee ILIMI ...IMIM �.. AL SHE O�" A J V.METAL MET WA R 0 BOTT TE EMBED INTO -- F00"!N6 Wl �"X 3" X 1- ARE GAL TIE MAX TOP PLATE �R,• — — USE TIE MAX COUPLER AS REWIRED. W-i Secure a TIE MAX To Plato Hasher tightly with the - - 0��� n LOCATE HOLD-DOWN AS PER PLAN LOCATION. P 9 y• _ �. w� 3 I/2 R-I3 BATT INSULATION SHEAR NAILING „ 12" ' 1/2" CDX PLYWOOD SHEATHING supplied nut. �:. 8 TO 12 MAX, ATTACH IN STRICT COMPLIANCEp -----.----.--. =-- a J �—' -/ - • • W-2 Use a 3"x3"x3/I6" TIE MAX washer(typical, ii. l i/2" •GYPSUM BOARD W/MANUFACTURER SPECIFICATIONS. • / t \ �• T� 2X6 � T REF. SB.G.G.tl5.5.T D.tO-44(305."1) Unless Otherwise Noted on Layout),• -•� 2X4 STUD WALL 3Y=- .°' 1 : li al SCALE 3"=i'-O" ° �' � ` 6-1 TIE MAX iocattons marked "6",denotes the location �i �" �k of trussgirders. At these locations locate the ` . . TIE MAX rod in the To Plate within 6 of the truss PZ1•V sfi. Aj#'\LALL °, _ U '�. l T CONNECT 101 girder, p S Ci 0NN GTI ON LAN VIk4 F t t`„�gai _' RAPIER � � 0,02,t,' G3 SCALE 3°=1'-O” BEARING ° "" ` ° SiMPSOM ---TOP OP • #GMST12 PLATE GALV. METAL �a � ` STRAPPING \\ O '� as°°` i / \ � 40x . ' • ,� \\ �- to_�` � �V m l �' �� fi • • TOP OF RAFTER BEARING PLATE* • } TIE MAX ROD, \ ‘1"....-(2)STAGGERED ROWS OF loo } NUT, d 3x3 y= °°" NAILS AT 4" O.G. HORIZONTAL ' i • DOUBLE J:;: PuRLIi�./ \\ 0 ° FRAMING•6 Q.G. ~ .......\ ~ G �� ' 1/2" GDX PLYWOOD \ o SHEATHING (TYP) ' \ SIMPSON#H25A• A.RAFTER(INSIDE) 0 /- r, r, r, r, t, r, t, r, r, rq r, t, r.t. t. t. t. t, t, t, t, t. tea • I • • 41111111 GALV.HURRICANE ANCHOR o . IOD NAILS AT t2"O.G,-•y (2)STAGGERED ROWS OF 100 • ' • CLIPS 0 i6"OG.,ATTACH IN �/ • • • IOD NAILS AT 6"O.G. VERTICAL SPACING NAILS AT 4" O,G, HORIZONTAL i \ ACCORDANCE W1 MAAQIF. AT EACH INTERIOR • SPACING AT .C'. HO ALL SPLICE , Gk PURL IN SPEGiPIGATiONS VERTICAL SPACING STUD(TYP} f SEE SB.G.G.i./55.TD.10-44(30't.15130�TA) • • • AT EDGE(TYP} • ,� 480#UPLIFT PER CONNECTION _ 51 M ''S0N 5TR®NG- 4• tt ({'� , \, . 4.... • , / - \\ SG3 N.T.S. (4) STAGGERED ROWS OF IOD �, . 15/32"C.D.X. • \ . • NAILS AT 4" Q.G. HORIZONTAL SHEATHING(TYP) 4 • • 4" ' SPAGIN6'AT SHEARWA-L 5PLIGE • Ilk ".--------." _ OF PURI.IN a '�7•LUMBER IQD NAILS AT 12" 0.0. JOINT I • • � •• • ° _ VERTICAL SPACING 1 • `* • • ,V'r BOTTOM AT EACH INTERIOR STU I j t O D • , • , t% • (. Ot` SiLL • • .r j �U s ♦ • • •,T J (NP) ` \518" x lo, I .1 TiE MAX NUT TYPCA . 4 ROW (TYP), • . .. \ 5TAGGRAT5PLIG� ° ° i ! iV TIE MAX 3X3 WASHER r e .1 • • • •' tintot., • , ' L� ---. - • • ° ��� ,I_ NAILING PATTERN vbil \ OP • /� • fi 11 • Ii !� BOLT• •' \\° • ./ d 1011! � • • • • • i'i 48 O.G.II \\ , •• •, •• •, •• •, •••• •,_•, ., • BOTTOM OF P.T.SILL PLATE • • IOD NAILS AT 4 O,G, •" / Ni_ �� �' //l s \\ 1r- (2) STAGGERED ROWS OF i0D� ? joL!:P�--- NAILS AT 4 OG HORIZONTAL • HIN6 AT PANEL #G5MTI2 \ ,i l• l NE) ; • GALV.METAL \ \ •' SPLICE i • \ i I! / i '•. II STRAPPING !� \ �,��, ,i ll �l • \ \ TIE MAX ROD �� TIT' ! I GAL SHEATH NO j .• . • (OD NAILS AT 6" O.G. ll"T!E MAX" ROD, �A" ll ° S ~ 4 f PATTERN • VERTICAL SPACING (4) STAGGERED ROWS OP ►OD • NUT d 3X3 (l \ AT EDGE(TYP) •• NAILS AT 4" O.G.HORIZONTAL • J II WA.vHER / \ !� \ TiE MAX COUPLER • • SPACING AT SHEARWALL SPLICE • y N \�, l� \ TIE MAX NIT ' ."•—• � I72" a i+_pn • r MAX g "� "TfGOEIJPMLER \ • ; TIE MAX 3X3 HI� R ill '. o _ ---- i� n I— ekie N v A. (i) Row OF {oD NAILS \ e TYPICAL. 2 ROW • AT 4" O.G. HORIZONTAL • • SPACING AT BOTTOM PLATE / ' \\ NAILING PATTERN (2)5TAG6E12ED Rows OF !OD i' \\ • • • / NAiLS AT 4"O.G. HORIZONTAL • , \\ 5/8'D{A.AB. SPACING AT SiLL PLATT! \ MAX COMPONENT ITT lig . ., 7 i./®('`NER SP'tt�lr`I}�LL PETAL 503 SCALE, 1F2A = 1,,On SG3 SCALE = N.T.S. I . .. _ . • O • f 3/4" T.46. "ADVAN-TECH" SUB FLOOR (GLUED $ NAILED) _ o- .,.�/ 3 4" , d = ". 3/4" SAND FINISH STUCCO ♦" l�%� 51MI'�50N*H2.5 HURRICANE TIE = Fr ,a ' ,`"'� 2 X 4 P.T. WOOD FRAME I eP_EA. JOIST,ATTACH IN STRICT = SMOOTH 5Tt1GGO TRIM _ 12" 5Q.COLUMN AS SPEC'D BEYOND °, COMPLIANCE W/MFR,SPECS - , I" x I" P.T. WOOD TRIM °° PROVIDE(2) TIES H1-1C-RE JOISTS 2 X 4 P.T. WOOD FRAME " ° TRAVERTINE A5 SPEC D OVERLAP OVER SILL SHAKE i r j ag --♦ �� 314 P.T. WOOD LOt1VER,ANGLE 45/ * - I 4" THICK,3000 P.S.I.GONG.i I I X I P.T. WOOD STOPS NOTE. AT GATES PROVEb GALY. METAL 0 '��, Q �� SLAB,RE1NF.yV/FtBERhIESII} 2 X t0 P.T.FLOOR JOtST A tb"O.G. � HINGES Wl METAL X-BRACING ON BACK RE1NFOt�LtNG 3/4 LB. PER • • } ' { (4) 2 X 12 P.T.SILL SHAKE I X 2 P.T. WOO1 LOUVER ® SIDE OF G T1=. GUBIG YARD Wl bxb #t0/#10 :47,f1 j { A.1 } 4 ,� AT 4 ° ANGLE I° X I" PT. WOOD TRIM WW.M.,EX END INTO GBU(. x � ® WALL b" d 36" fNfiO SLAB .. I 1l�il�f> '�. 22 GAUGE ALUM. TERMITE SHEILa , FIBERGLASS INSECT SCREEN ; 2 X 4 P.T. HOOD FRAME PERIMETER ON GLEAN,DRY, } " �' � %/"�� 6" GMU WALL BEYOND COVER Wi GOMPAGTI:D,TREATED EARTH FILL. , { ,(, 2 X 4 P.T. % �► 3/b" X 3/8" HARDWARE CLOTH TOP OF O/%%a ,� { f _ •u, ,s; 3/4 SAND FINISH STUCCO COVER 126? M.S.L. 13.00 M.S.L. 0 1 1 12.50 M,S L, a ; • : } { `n� 2 PGS.51MP5OM GM5Ti2 STRAPS = I X I P.T. WOOD STOPS , , • X •• X --.. VIM n. :. �. 2 X b P.T, WOOD OECKIN6 „ I LAP #5 ROD MIN.25",EXTENT? = iq i-IJ4 0 0 Ili WM, MOO{ a-1 ii ABOVE GBU. PIER s .--1=p— — 2 X 4 P.T. WOOD FRAME II . //,/,,,/,/\,, ,/ / { {1} N .. 3J4 T d 6 PLYWOOD GLUED SCREWED .�,: , �\ \i‘i} - `% j,A//A//�= .; % '� W/S.S. SCREWS h.. r!%��%/A� \„,./,‘, // �;j� i/�� ' { \ tt i „ 8" OPEN "L" TOP COURSE,REINF.W/ - -V/A\v,/` /V/ v/ ' // • i::' ti • • /b 0 ® . .N EXTEND INTO FOOTING} O_ �- (2 X 12 C B U.PIER W/CELLS, .e.r. _ . .— ..}tg FILLED SOLID Hi 4,000 P.5,1. , . ,..° . . , ° 3/4 SAND FINISH STUCCO COVER ;% >�\j\%\\\/i�i "CONCRETE GROUT c °° o , #5 REI NF.BAR VERT,• 24" O.G. t 4 /'\'/ /\/" / ,, /./{ , /// o Q��d° .per--°-,j DUPLICATE ORt�ER EXTEND INTO FOOTING,LAP 40 /\j \/\41//;\111 �`%�;f i `\%i/ �, ;',. �+ h ! {�+ er. 3 I*OUND, TI ON LOUVER S!C T O �i\\\ �1 '1 a ' a o.: j r 4 T�f. IN 3 O P,5.(. GONG SEAS DIAt�7ETER5,QO HOOK INT• //\ .1, ,\ \/ .%�/\r 18" 6" TO 12" FD2 SCALE I"=1'-O" j"--,�j;�j .o d° j\\\/\\ • REINF. W/ b *Q/* W.W.M. 5 ROD 1N BOND SEAM / ,<\/,;(</// • (TYP) 8"-12" ������� ° �°°, d,\\\///\\��\' 3,000 P.S.I. GONG FOOTING RiENF. 8"C.B.U.FOUNDATION WALL \/ .` / - �,i\\I : * P i/i % WI 2 4 RE 5 LL SOLID / 000 PS1, \� *,.1}�_ __\\�i\\\\//i\\\///\\ { ) # RODS GOVT Wi# 4 G r 2A QUA SILL SHAKE \,\� \\\,,\\\\\,/\\\,` RODS AT 32 O,G. INCH SLUMP j „/ • T. ..1' .. , /•1,�, IA TYP SL,4BOUNDTI©N CORNIER FD2 \�\/ , ,/ / ,,\, 3 \ ,/ J \\i\i\i�i'is ` \//.. /\ , \ /\ :,, } F 2 GLEAN, DRY, COMPACTED AND TERMITE pOD P.S.I.CONCRETE FOOTING 2,-Q„ // / 1 EARTH FILL I"V(3) #5 RODS CONT.w$5 ROD ti i 5 GROSSED m 32"O.G.---.-�-- 4 5 'Y_ SILL � T1 ..FD2 scAt� ►"=1' o° TElZRACE SLAB Er, E , 3/4" T,&6. "ADVAN-TECH"SUB FLOOR• v (GLUED d NAILED) D SCALE 3/4"�I'-0" • -----\//"-- SIMPSON*H2.5 HURRICANE TIE BRICK AS SPEC'L7 iv (i 0 EA.JOIST,ATTACH IN STRICT m '° COMPLIANCE W/MFR,SPECS 4" THICK,3000 P.S,1.GONG. ° PROVIDE(2)TIES WHERE JOISTS 1 SLAB,RE1NF.W/FIBERMESH ♦ OVERLAP OVER SILL SHAKE REINFORGIN6. 3/4 LB. PER /3'X„3EX6' SCUARE�6ALV.METAL WASHER AT TOP OF }S ' , CUBIC YARD Wt 6x6 #10/#10 0 I W.W,M.,EXTEND INTO GB.U. WALL "TIE MAX”NUT Wl 3" X 3" X 3/Ib" SGBJARE GALV. E- 0 0 } 2 X to P.T. FLOOR J015T• 16" O.G. wAL,.b" t 36" INTO SLAB METAL WASHER EMBEDED INTO FOOTING PERK ON GLEAN,DRY, USE "TIE MAX"COUPLER AS REQUIRED,ROD - ATTACH NU "TIE MAX" NUT CDtin { , } (3).2 X IZ P.r.SILL SHAKE COMPACTED,TREATED EARTH FILL.�r.� LOCATE AS PER PLAN. "' 0 0 " + 1 ATTACH 1N STRICT COMPLIANCE �' k ill III i si • = a 22 GAUGE ALUM.TERMITE 5HEiLD ��jj--�a''/F 12b"I,M.5 L. W/MAP IFAGTi1RER SPEGIFIGATIONS. 3 y x { }} ' %�%%1%Vii.. 1236 M s L. REF. S.B.G.G,1./S.S.T,D,10-4441 005.11 N 2 X_4 PT. _ " „ „- (� �:.x* : x ; K x. x=-,- 2X4 a 16 O,G.i d1 } } ' ( s SEE T!E MAX DETAILS SHEET SG4.n — 2 1?GS..SIMPSON GMSTI2 STRAPS I-1J4” .,1�I \, ' ;1 • • _ { }} } LAP ROD MIN.25",EXTENa }C \\ \\\\\, \ \,\ I/2"O.SR. tEATHiN6 Wt— { }} " E— \ \ \ \;/ � , /\ Z "TYVEK"HOUSE WRAP ON ENTIRE Y t1 ABOVE GB U. PIER 8"OPEN "L" TOP COURSE REINF, W/ " / /' /yI — n — �5 ROD GOUT.,LAP MIN. 40 DIAMETERS •- �!/�/ / :{II EXTERIOR,NAIL SHEATHING 5/8 X 10 GALV, ANCHOR BOLT• 18 O.C.Hi 3Z" b" TO f2" — \ \ / \`� �.� ,%' , ./' ACGORPANGE WI 58GGI SSTD tO-q�T STANDARD / 3" x 3" x 1/8"6ALV. METAL WASHER / I f _ #5 REINF:BAR VERT. 4 BEND IN CORNER.FILL SOLID W/• • _ = EXTENP INTO FOOTING 5000 P.9.1.CONCRETE. /////7: //\ /'/ flC 2 X 4 PRT SILL PLATE CON'T. W/1(TYPI �� a} „; \' A !v ' } 3/4”SAND FINISH STUCCO 4 THICK 3,000 P.S.I.CONCRETE SLAB RElNF, W/ ,.8 -I2 12 X 12 G.B.U. PIER W/GELL5 �G MAX. — MASONRY STUCCO ON C.B.O. 4C 6\/\// // • : , : ON MASONRY FILL „ n FILLED SOLID NV 4,000 P.5.1, �. " {) _ \//\��:; FIBERMC-SH 6x6 #i0/ 10 W,W.M.• 3b PERIMETERS *� CONCRETE GROUT *5 REINF.BAR VERT.• 24"Q.G. / ' `\.\\`,/,. `"* 1= }}_° _ . \ 1., _ \/ \. \\\ \ (REP. 55TD, 10-9e1,303E) ON 6 MIL fB ; NN9::: E { . / \ „3/4 SAND FINISH STUCCO F2 / '\ !� / ON 6ALV.METAL LATHE R — •5 ROD IN BOND BEAM - 8”CBI). FOUNDATION WALL �, . ` }} „,,v//,-,' / = 22 GA.ALUM FLASHING CONT. Q z :i , FILL SOLID W 3,000 PSI ^�( ' \\‘\,.. \ Q z /, i \. , =��= _ //\/�, /�; — � GARAGE F,FL.ELV,0 8.61'M.S.L. ., /e► fOUNPATI ON CORNER DETAIL: God GROUT a TO 11 ! a. _, INCH S �/ / /' 1, ,t-, — FD2 NOT TO SCALE 28 TRIPLE SILL. SHAKE \ - ' FD2 3,000 P.5.1.CONCRETE FOOTING /\ %\ ;' i, n'\\/ \\/. \/,‘,/,, ,, ,/\ 3/4"SAND FINISH STUCCO ?fM ��\\//\\���\ �\'��� % �: M w(3) +�RODS CONT. by#5 ROD /\ /,'/.--\7//\��\ ;, oN C.B.U. VIII -1-5--7./, j\\//�y/'��j\, GROSSED• 32" O.G. FINISHED GRADE _\\\%\\j�%\ �\ 6 ENTRY SLAB EDeE /\\��!i�%/% I "2-'2>,, :\\%" D SCALE 5/4"=r-O" 3000 P.S.I.CONCRETE FOOTING /�/j2/V j '//�jw //;/ 3/4" T.*6. "ADVAN-TECH" SUB FLOOR (3) BARS CONT. — �\/ { REINF W/ // 8" (NOMINAL) CONCRETE BLOCK FOUNDATION •.�- ...�.,.--,� (GLUED 4 NAILED) OVERLAP ENDS 3 CORNER \• a }} �\ ! WALL W"L" BLOCK" TOP COURSE REINF. W/#5 ROD BENDS 40x DIA.,W/#5 Q ‘ /, ' a a d // (LAP 40X DIA) iE W/#5 VERTICAL BAR fa 32" HORiZ. 1. CROSS BARS• 32" O.G.MAX. /■ == } _-4 AA� O.G. MAX.,FILL CELLS SOLID W/4,000 P.S,i. ` , ,": .,,. ,... i- /V� CONCRETE GROUT• t2ErNF.BAR LOGAT10N3, ALL ' 51MPSON*H2.5 HURRICANE TIE S.B.G.G.1.,5S.T.D. 10-ell (303.2.1). 41--'1'.• / • \�. „ }°' • EA.JOIST,ATTACH IN STRICT n \,/,,,,>//,>>.,,, ,,//•>.y,,\\ /• / . , CORNERS RELNF.W/*5 ROD VERT.ON 2'-4"X I-O 1/2 IMPREGNATED EXPANSION 3p00 P.S.I. CONT.CONC.FOOTING REtNF.W/ ` COMPLIANCE W!MFR.SPECS 4 THICK,3000 PSI CONCRETE „ PROVIDE C TIES WHERE J01ST5 JOINT CONT. SLAB RE1NF.W/6X6#10/•10 2-Q ' (3) 5 RE-RODS GOUT.,OVERLAP ENDS 40X DI 1N. OVERLAP OVER SILL SHAKE REINFORGINS 0 3/4 LB.PER ! 3a CROSS BARS® 32” O.G. MAX. { 4" THICK,3000 P.S.I. GONG. CUBIC YARD W/bxb #10/#10 ,, I 2�x to P.T. FLOOR JOIST• lb°O.G. SLAB,REINF.W/FIBERMESH HAM.,36 e PERIMETER -� W.W.M.OVER GLEAN,DRY, ON GLEAN,DRY,COMPACTED, COMPACTED,EARTH FILL. TREATED EARTH FILL. A� /+� u � �i1J♦I 1 (2) 2 X 12 P.T. SILL SHAKE 7 VAt tAsE OUNDATI ON SECTION • FD2 SCALE: 3/4"= I'—O" ` { }{ } 22 GAUGE ALUM. TERMITE SHEILD 1-1/4 • a{ } } 6ARA61r F.FL.ELY.a 8b7' M.S.L. ry 2.X 4 P.T. ... ■ ara I ■ } I} / '\/ /n ., ° ;y' \ . //\\/>` 2X6 STUD WALL m fb"O.C. :p4 TILE/MARBLE 2 PC,S: 51MP50N GM5Tl2 STRAPS GEMEN LAP*3 ROO MIN.25 ,EXTEND // // TOUS BASE a il" ABOVE c B.u. PIER t� C a s , \ \, \ \\ ' 't/8"P.T. T Q 6 PLY SUE FLOOR, \/ \/\ \ Z X FLOOR T• 16 G. GLUED 3 NAILEp• '( #5 REINF.BAR VERT. y ' \ > `�� \ \\/-\\\\%. \ -� 2 X 8 FLOOR JOIST 0 12 O.G. EXTEND INTO FOOTING \\' \ IIL_._ } U 12 X 12 G.B.U. PIER W/CELLS I—4 8" / �1� , 1 .; t'Ii •• FILLED SOLID VI/4,000 P.S.I. CONCRETE GROUT (3) 2 X l0 6" R-Icl BATT INSULATION (2) 2X8 {{° = 8 C,�l�►> C DOOR SILL � TIL D 'fZSSbL.C�O '' �r E f/2"-l'-O" � / - �;// / /, = — I I- = -'//// /// s//7//‘ Fn2 SCALE C9SECTION C �?1 -� �' . 5 '� ' } v SCALE i'-O" ���� �� ;'\ \ 36 X36 X tZ CONG.3,000 F.5.1. v y/i /v\ ■ n n }� /\j//Se? ,a'. FOOTING t ° . �'� i'v ', ° I n a a �y j j#5'REINF.BARS• 8"O.G.EACH WAY r a /\/\\ 2X4 STUD WALL• 16" O.G. TILE/MARBLE � � _ �� n / / // /, / / \ /', / /' ' / ///,/N.-/ FLO T 11 6 "ADVANTEG" SUB MINIMUM ' // /• /\ / � GEMENTOUS BASE � / � / � '� /, \ ' / . . / , . \ FLOOR GLUED 4 NAILED 1 vv v / � v t PLY S!!B FLOOR /2" GDX PLYWOOD 't/b" P.T.T d 6 \ �� � BAS. s. / //;\ i/ f\ . / 2 X 4 SLEEPERS• `T" O.G. .. . ,-.... .► ' ' 2 L!8 PL OR.b f THE FOOTING MUST BE A / % „o>-_��rri�..►4_ . ::.°= .., X O ST• 12 O.G. A MINIMUM .•� S BELOW _ t 2G DOUBLE SILL SHAKE • ;;`'.; ��, �. FD2 6"R-Iel BATT INSULATION H ;gip; 1 sea k `.... ; SECT 308 • BONS SHALL 10 ° N% INCH I DIAMETER TER WITH 3X3 INCH�'t? SStLC?Of� SECTION 2 D PIER SECTION THICK US to Cs� I LL.—I N TILE FLOOR OF CORNERS AN � . . THE f ONE AND mo ( OUMATION v2 SCALE 3/4"_1,-0„ # MILY DWELL/NO CODE 1 }. Pt22 SCALE 112"=1'-O" m.., „ AND . Ti: OF GEORSIA AMENDMENTS • F . . ,