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635 Sailfish Dr (vault) f. ,,r..,.__......_. .,w DEPARTMENT OF BUILDING FOR OFFICE USE ONL CITY 'QF ATLAWIC BEACH, Date / l Permit # Fee Atpp . +cc�n for Permit r Valuation.' $ Miscellaneous Alteratio „ DOUSE and Repair s DESCRII E: ne,�" 1- cs r r; (Sta�e if to repair, alter, add to or move building, erect allWUgs, signs, etc.} Building on: Lot N Blk Ho. Sub.Div. Addres s Valuation $ p Owner 's, Name (. f BUILDINGS OCCUPANCY Building Use - Residential or Bu ine s , What Pltwbinglwork, to be done? . Size o Present Bldg. . _ .r. Size o Extension Y No. of *torise. n,OW., j of er altered Material of roof Material of P*eSent Buildin Material 'of Exton ion. 1oa SSARY PLANS TO 8T SUMHEiTH '01 L BURNER OR G OLINE EQUIPMENT Name of oil Burner or Gasoline ,P Type or Model Name an `' Address of Manufacturer In conn 'ction herewith, application a also m Ai tri inatalit gel. cap acct tam{ made b;�:....,-...... ,. #1f RMP 21 groin (name of `Manufacturer) Ut*r_',.a> or Abov E under: or Abtve `. of building. or. ras a or u s a ame o steer uRNisk DRAWING 'SHOWING ENTI LAYOUT ON RETE SIDE ttF'' THIS S SIGNS Size Classification (State whe er gr , r oo ,; W611, pro ec ng, nner) Materia of Construction I?luntnated of, in , nati (btaEeeet. er fps or will si ,n be over; public property? .. SWING CONS RUCT CON, OF-SIN : AND ME o8 NG tfiRITE ADDITIONAL INFORMATION BELOW (Pert jesnvasl awnings provide dimens tined drawing on revere ,de}. IMFC?RT I E In paid' aticn of permit given or doing the work as described in the oven s agent, we hereby. agr a to perform said work in accordan a wi the "attached plans an specifications, which are a part hex of, in accordance with a building r lati4ns of. the! City of tlat:t c Beach. (Souther St it i ode Signature, of B 1404 , or Owner Addres PhWe leo. .. .. 1 s� CIT OF ATLANTIC NTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5826 � sS1 INSPECTION EMAIL REQUEST: Building-deptna,coab.us Application Number . . . . . 07-00000970 Date 7/06/07 Property Address . . . . . . 635 SAILFISH DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO RE UPDATED Application valuation . . . . 0 --- ------------------------------------ Application desc safety inspection ------------------------ ------------------------------------ Owner Contractor ------------------------ ------------------------ CLARK MASTERS ELECTRICAL SERVICE INC 635 SAILFISH DRIVE 2043 POMPANO PKWY ATLANTIC BEACH FL 32233 ORANGE PARK FL 32073 (904) 626-4776 --------------------- ------------------------------------ Permit . . . . . . ELECTRICAL PE MIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/02/08 --------------------------- ------------------------------------ Fee summary Charged Eaid Credited Due ------------ ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF Al LANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . I CITY OF ATL NTIC BEACH ELECTRICAL PEM 41T APPLICATION Date: (9 -710 6 A-7 Property Address: Owner: �.;N CL_ a K Telephone#: `7�S- 5 g u 7Contractor: �,e* G—�;M I C AS « i.,.,c- Telephone#: 2 ' y 7 Contractor Address: 2,0�4 c o N PZ Fax#?011)2 7 6 __24 3 In consideration of permit given for doing the work as described n the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are it pact hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: if other construction is G New F Residence ❑ Temp. ❑ Now being done on this building PC Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building G Re-wire ❑ Addition Sq.Ft. ❑ Repair Permit number: Conductor Size: AMPS: COPPERF1 ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACEM'".r Size AMPS PH W VOLT 20» WAY Z Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent i Fluorescent & M.V. Fixedo.ioo Ps OVER BELL A� liances Air H.P.RATG H.P.RATING TRANSFER. IN Condition' COMP. MOTOR OTHER MOTO CEILING KW-HEAT AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 410 w a R o(—r 0 v Vc t ncC7,-� X 6909081 800 Seminole Road.Atlantic Bea h,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 http://www.cLatlantic-beach.Lus c. ! �v Ar 3 z rl ry r � due �D` O(o�' �o { I A 0 Dc -6- APPROVED CITY of AT! Date..... t o W�cr, ' i PSR-baa DEPARTMENT OF I UILDING CITY OF AT L NT19 ATSEr4CH _ PERMIT' INFORMATION - -- ----- LOCATION xl!FORM iTION, f rma t Numb 1r ; 15 67 Ad r .a SAI LI I SII D t VE Permit' T Fre.RO�, AL�I}I�'I4N _ ATL�iN�'ICBEACH, I�`I;�OEIT3A: 3213 { Class of Wolik.-REMODEL 3EL _-_ ,, : _ ISL AI; DESCRIPTION r oohs t r. "I yP ;WOO FRAME 1 csCk Lot a 4 Tr is; Propos4d. 'C a SINs LEB FAMILY ectionz Subd: R` �D ei lini . lubdivisiowROYAL PALMS; Est , value,: 0.100, Imprciv. Co t : 2 ,415>04 E Tcital 1e , f 1t35 .Q0 IAmaua�t 10 k . .00 .< f 7" 4 LAS Bev i m rs u 4 1 APP"L,ICATIOi. F`EEE PERMIT 105.00 dr:« (i IVE N C ` FLORIDA ,T, IT-,'.,a - " y ATIO. N*me. FI " � C }C1THAxa&� 1941 ROAD CI�;a ... ., . . . p yr . , . ACKSt�N w , T�LOH I I3A 32216 Y NOTES: NOTICE'-INSPEOTI[ONS MUST BE REQUESTED AlLEAST 24 HOURS PRIOR Tb INSPECTION BUILDING,MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK M ST NOT BE,PLACED IN,PUBLIC-SPACE,AND MUSTSE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR 0 NER F I ` 'A14URE To COMPLY WITH THE MECH NICS' LIEN LAW ` N RESUL M TIE PROPERTY O WER PAYING TWICE R BUILDING MIS MENTAl I ED ACCORDIt d TO APPROVED PLANS'WHICH ARE PART O THIS PERMIT AND SUBJECT,TQ R F 1Et ' TION OFAP#LICABLE PROVISIONS OF LAW. @81 '8� ��>t�, ' t ATLANTIC BEACH BIALDING DEPARTMENT 'By# Rd" ly j CITY OF ATLANTIC BEACH P^EIT CALCULATION SHEET Address 3 .S/4 /L f'/ S �-f _D FF- nJ PID 2CfE Da-, 2 t-! _ 7 7 6Heatea Square rootage cl $ per sq ft = S Garage/Shea per sa S ua�r.,. ort j Pore = per sq S- 2 fa S per sq ft - Pa _o � U per sa t TOTAL LiT T I �'otal Valuation 1st $ c70 -Y-L-L 2 20 Remaining Value Obper thousand or portion thereof TOTAL BU I LD I NG FEE S t S" �o 7ilin7 Fee S r t Firepla es fa $15 , 00 S BUILDING PE MIT FEE S2 `> WATER IMPAC FEE $` ^� SEWER IMPACT FEE S WATER METER,'TAP $ CAPITAL IMPROVEMENT S � i-tom SEWER T2:: S r 1 RADON (HRS ) . 0050 r �K�� SECTION H PAVING ''HYDRAULIC SHARES S �Cv � CROSS CONNECTION $ ( ) SURCH RGE . 0050 S t ER $ GRAND TOTAL DUE 2 4. ADDITIONAL PERMITS OR FEES : Mechani al P1unrbi o Electric/New Electric/Temp : SwimminaPool Su Tani ; Well--; Sign Finish Floor Elevation Surv�� Other CALCULATIONS and/ or NOTES : CITY OF AT LAN 2C BEACH PERMIT APPLICATION REMODEL, JIDDITIONS OR ALTERATIONS DEMOLITI NS Owner (s) : r'C•q Address: one: L(o c�•`Z Lot # A4,_ Block or Unit # cv Subdivi ion: j�o4J,n. �Lv-s �tT Contractor: 1 t 47Ili — State License # [,� 'Z.7 2- Address: 0441 /ZtD Phoile No: %77ZC) <- - L� C� Describe work to be done: � 1 IQ 1 Present use of building: Valuation of Proposed Construction: Proposed use: SGi2-�cs+`I Is this an addition? If yes, what are the dimensions of the added space: , Z- ft. X p�.� ft. Will the added area be heated and cooled? b New electrical (or increase) ? tQ 0 New plumbing fixtures? t '- New fireplace? " New Heat/AC? 1Q Z SUBMIT THREE (CO2-00RCIAL) TWO (RESIDENTIAL) COI-IPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NaTrT_OF MENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS COMTRACTO.R. Signature OWNER:kA e: Signature CONTRACTOR: Date: `7/ 1 License Supplied: Liability Insurance: �61F Worker's Compensation Insurance: pQQ��ti�� �p© VAED j� ,l U( 17 1997 City of Atlantic Building and Beach ®� Zoning f7 f ?7Z 0 Y v MAP SHOWING, SURVEY OF LOT !�! . BLOCK .__ __ S SHOWN ON MAP OF AS RECORDED IN PLAT 6001( AG 6�) ., (nd A, OF PUBLIC RECORDS OF DUVAL CO., FOR ' APPROVED CITY ,Of ATLANTIC BEACH BUILDING OFFMC ,Y JUL 2 4 199 ,.--5 �- !�.'S�.: t-n�.�-�� 'moo�_ �J �. r'�.•.�,��.,:,,.� c_ 4! L� -t . � �, � ,�- t \911 Li ro C1 �, �!) © 0 d PF A 1'Z,'1` 2� ►l1 � � S-0 VA`'t �D Specifications and Component Schedule Job Configuration: Length: by Width(Projection): 12.! HOST STRUCTURE-EXTERIOR PERIMETER WALLS Roof Panel:AY Riser by 12"Wide,or 0_"Composite Panel with Clear S an of: f b r-Vlnd Bearing Wall Overhang of: 2 l_QPATIO CONCRETE SLAB t Resulting in a Tributary Width of: _Wall Components&Spacing: 7� Bearing Wall Header(Edge Bea • "� 3 ( m -� o 9 Iii N Posts/Columns: ? .1c-- Z ' - _ _ ®Spacing of: (p O.C. FOOTING Left Side Wall I Spaces o.c.w/Posts of: a O Right Side Wall Spo.c.wlPocts ot: _ _ ; a aces Door Locations �-'L"Z- 51�t�%� -�Z�11�("_ z4 -- v Kickplate of: �,,�,� Height of: .__ Length Of Patio NON-BEARING(Side)WALL(S)Header(Top Plate):2X2 Hollow x.040" Sok Plate:1X2 x.D45"Open Back)Kickplate or Chair Rail(Purtm):2X2 x.040^HS thematic Pian View -FootinglFoundation Location . Existing Host Strud ►: 9 House (" ure") Perimeter Wall I -- - - I `t c I o II to -Roof ttachment to Fascia/eave o ; r (I J o (see ection/Detail on Sheet 2) O ' II - "- o Z o Z i II 0 (� N a � : C m p y O _ I a f» ; 0 N 0 U) a 0 0 0 12) MAm CY- i � a J z�z J � iCr 11 N d - --------------- -------------- -----------1 ---- Concrete ---C ncrete Slab Perimeter— / Gutter C Roof Edge ----------- la4r ==J Left !` Concrete Pati Slab/Fou dation and 'Front' Wal r Side Right Patiot� Side Roof 12 k— Patio Overhang Patio Roof OutSide to OutSide'I(including side overhangs) Roof Overhang FLAN VIEW - FATIO 5 REEN ENCL05URE (Not to Scale- Schematic) �— See Speci'il Section- Sheet 2 Tributary Roof Area Panel Clear Span+Overhan Roos P....-See Gutter _ t schedule -- 2x2 Header —�� ,�3 Edge Beam- I II I W l `b a I House — - of Panel Clear Span I Ij a I t. Patio (Roof) I --uj ide WaU Poat(a) � I Roof w ji Overhang Overhang I - 3 - ' =�==T r -r- - r -1- -I `n -)- -i- J - ---1- 1_ N, 2". SIDE WALL HEADER ATTACHED TO OVERHANG VARIES 4 EDGE BEAM 1" x " x 2'-0' MAX. 2 0.044- OR BETTER WITH MML 2 110 x 1 1/2` SMS 3.1/2" SLAB ON SIDE WALL PURLINS ATTACHED TO GRADE OR RAISED 1'x2"x0.044' OPEN BACK i" x 2" x 0.044 OPEN BACK FOOTING V NC ATTACHED TO FRONT POST I SCREW BOSSES M.E 1 i/2` SMS HATH 010.x 2" SMS MAX 6" FROACH PURLIN I GLASS ROOM vh " (HEIGHT AND 24" O.C. TOP OF 1"x2" FRONT AND SIDE BOTTOM RAILS FRONT WALL PURLIN ATTACHED TO CONCRETE WITH Et 1/4-4 1/4' MASONRY QUICK SET O 6* FROM EACH POST AND 24" O.C. MAX AND WALLS A MIN. A ALUMINUM PANEL COVER ` '� •.• .� FROM EDGE OF CONCRETE TYPICAL CORNER DETAIL 2'x__ BEAM AND COLUMNS TS ALUMINUM COVER OR MAX COLUMNS. SPACING 4 — 1/4 x4' LAC BOL W/ 1 1/4" FENDER WASHERS 3" STRUCTURAL INSULATED SEE TABLES ~ PER 4' PANEL ACROSS THEALUMINUM FRONT AND 24" O.C. ALONG SIDES (WALK—ON) HEADER ATTACHED TO POST W/ MIN. 2 110 x 1 1/2 IN SCREW BOSSES TYPIC, 2" x 2` OR 2` x 3" HOLLOW 2'x2 2'x3'. OR 3'x2' NOTES . SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES I. ANCHOR i" x Y OPEN BACK EXi FOR SNAP EXTRUSIONS OR EQUAL MAX OF 2'-0' O.C. CHAIR RAIL AND KICK PLATE CHAIR RAI ATTACHED TO 44' ANCHOR TO WALL MATH 1 1/2" / ,..: 2"x2"x0.0HOLLOW RAI. POST W/ MIN. 2 110 x 1 1/2" ANCHOR BEAM AND COLUMN KNE SMS IN SCREW BOSSES AND WASHERS POST ATTACHED TO BOTTOM 2. MIN. SLAB THICKNESS FOR-SLAE' W/ MIN. 3 110 x 1 1/2' 1' x 2' x 0.044" OPEN BACK 3. SELECT FRONT WALL BEAM FROI IN SCREW BOSSES BOTTOM RAIL W/2 OR W/2 + O.H. 4. 'W' IS CLEAR DISTANCE FROM t 1/4' x 2 1/4' MASONRY ANCHOR•0 6' FROM EACH POST AND 24" O.C. MAX TYPICAL UPRIGHT DETAIL WINDOW FRAMING CAN ATTACH - DIRECTLY TO WADER ".. CONVENTIONAL FRAMING OR ALUMINUM COVER SYSTEM SHEETING BOTH SIDES ANCHOR I" x 2" x0.044' PLATE 2" x _ EXTRUSION PER TABLE GLASS WINDOW INSTALLED PER TO CONCRETE WITH 1 I 2 1/ MANUFACTURERS SPECIFICATIONS CONCRETE WIT ANCHORS WITHIN 6" OFF ' EACH SIDE OF EACH POST O 24"MAX O. ALUMINUM SHEETING FOR VINYL C. ;OR THROUGH ANGLE O 24' O.0 MAX 110 x r SMS INTO SCREW SLOTS MIN. 3 1/2` SLAB 2300 PSI CONC. ' x 2".EXTRUSION 64-1000 W.W.M. OR FIBER MESH 1/8` MIN. IN CONCRETE TYPIC VAPOR BARRIER ` POST TO EASE AND POST TO BEAM DETAIL ALUMINUM ATTACHMENT w. 2' X 2" OR 2' x 3" OR 2" SMB POST ANCHOR 1' x Zx0.044' PLATE TO CONCRETE WITH 1/4' x 2 1/2" x 2":x 1/8` ANGLE EACH SLOE CONCRETE ANCHORS WITHIN 6' OF TTACH TO POST AND CONCRETE EACH SIDE OF EACH POST O 24' T LOAD BEARING WALL WITH VARIES O.C. MAX.OR THROUGH ANGLE O 110 x 1/2' SMS EACH.SIDE 3' 24' O.C. MAX MIN. 3 1/2' SLAB 2300 PSI CONG x 2' EXTRUSION 6x6-10x10 W.W.M. OR FIBER MESH 1/8" MIN. IN CONCRETE 12- L s VAPOR BARRIER ALTERNATE POST TO BEAM AND PLA TO CONCRETE DETAIL RAISED Pi TABLE 1: MAMMUM SPANS FOR STANDARD ALUMINUM 1ROOF PANELS OF TABLE Z MAX ROOF-SEAM 3105 H-14 OR H-25 ALLOY OTHER OPE �SFOR C VAND LOADS: CARPORTS, SCREEN ROOMS, AND OTHE OPEN BUILDINGS / , O.H. 01NO O. H, t' O:H. 2' O. H. 3' 0. H 1-1/4`-xx_0.026026" . EXAMPLE: FOR SPAN:"L" ON DRAWING US i MPH W. L 7'- 7. 2`x 4'x 0.0509 TiLT BEM: LO< 11 MPH•W. L g 6',_ � LOAD WITH 12 MPH.W. L 5'-1 6 7•- --- �/q 1-11/4'x_0.032' g S g g --- BEAM SCZE LIVE LOAD BE� 110 I00 MiP i.W L 7'-. 6; 7'- 9' g- --- LOAD WIDTH 22//SF 32//SF 120 MPH.1W L 6'-10 7-11 2"x 3"x0.050` TILT BEAM OR Yx 3'xc0.0E t-3/4'x_0.026" --- 100 MPH.W. L r- 5- ;-11 ' gg_ ___ 6. 78'' i' 6'- 7' • 11 MPH W, L 66'_ 8� - r- 3" 7 6'-14 12� MPH W. L 3 - 1-3/4'x_0.032' 4• 7+ -- 8' 6'= S` 5- 2 101 MPH.W. L gg g_ _ 9• 6'- 0` 4•-11 it MPH W. L T Io. $�- IQ 8g'.9' to 5- 8" 4•.$' T 12 MPH.W. L r- 1 2" --- 12' 5'= 5" 4•- 5. 3"x-0.026" 5'- Y 100 MPH W. L 1X- i„ 1 2`x 4"x 0.050"x TILT.BEAM 11 MPH W. L 11- 9 11 � i yi j- 5� 13 5}- 2'� 9'- 9' 8'- 0" 12$ MPH W. L t0'- 8' 10'-11' 11'- 5" 12'-t 3' 6' 8•-i1" 7'- 3- rx-0.032" 7' g•- 100 MPH'W_ L igg- $ 1�- $ 1t;- Q 1t;- 8' 7'- 9 6'- 3' 110 MPH W. L 13'-1 14- 14- 5 15- 1 9' SLE T- 3" 120 MPH.W. L 12'- 8' 12'-1�` 13'- 3' 14'- 4- 10• 6'-11' 5- r LIVE LOAD: ALL BLALDMG TYPES 11' - 6L 7- 5' 4' O.N. CONDITION NO 0. H, 1' 0. H. 2' 0. H. S 0. H. 12' 61-= 31 51- 0' 1-1/4'x-0.026' 2x 4`x 0.044", 0.120" S.M.B. 20 //SF:L L r-.0" 7'- 3- 8'- 1' --- 5' 12'-10" 30 !/SF L L 5'- 9` 6'- 1' 7'= 0' --- 6' 11'- 8" 9'- 6- 1-1/4_x-0.032- T 10'-t0' 8'-10" 20 //SF L L. 8'-:3- 8' 6` 9'- 2' --- 8' 10'- 1' 8,-.3- 30 //SF L L 6'- 9" 7'- 0' T-t0" --- 9• 9•- 6' T- 9- 1-3/4'x-0.026' 10' 9'- i` 7'- 5• 20 //SF L L 7' 4" r-. 7" 8'- 4' __ 71' 8'- 81 r- 0' 30 //SF L L 6•-:0" 6'- 4" 7'-11' 12' 81= r 6' 9- 1-3/4'x-0.03Y 2`x 5"x 0.050'x 0.120" S.M.B 20 //5r L L 8'- r 8'-10' 9'- 6 --- 5 15'- 2' 12'- 4' 30 //SF-L L r-'0" r- 4" 8'- 1" 6' 15-10' It'-'3' 3"x_0.026 - 7' 12'-10` 10'- 5" 20 //SF L L 13-•3 13'- 4" 13'-10" 14'- 6' 8' 12'- 0" 9'- g' 30 //SF:L. L. 10'-.9" 11'- 0" 11'- 6' 12' 4' 9' 11'- 3- 9' Y 3'x_0.032" 10' 10'= r 8'- 9' 20 //SF L L. 15'- i- i5'- 2- 15'- r 16'- 2' 11• 10'- 3' 8'- 4' 30 //SF L L 12'-:3" 12'-.5' 12'-ii' 1S 8` 12' 9'- 9' 81- 8" i- TOTAL ROOF PANEL WIDTH - ROOM WiDTH PLUS WALL DTH PLUS OVERHANG Z"z 6'x 0.050', 0.120` SM B. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR LL TABLE GOVERNS. 6' 15'- r 121- 9' TABLE 1: MAXIMUM SPANS FOR STANDARD ALUTAMUM 14 OOF PANELS OF 7' 14'- 6" 11'-10- 3105 H-28 ALLOY 8' 13'- r 11'- 1' WIND LOADS: CARPORTS. SCREEN ROOMS, AND 0 OPEN BUILDINGS 9' 12'- 9" 10'- 5' O.H. CONDITION NO 0, H. 1 O.H. 2' H. 3' O.H. 10' 12'- 1" 9'-11" S' x 0.026" 100 MPH W.L. 15'-11' 16'- 1". 16' S" 1r- 0- 9'_ 5" 11' 11'- 1' 110 MPH W.L. 14'- 3" 14'- 5' 14 10` 15'- 6- 12' 10`- 3' 9-- o- 120 MPH W_L IT- 0" 13'- �` 131-1;r 14'- 4' 2"x rx 0.06Yx 0.120" S.M,B, 3' x 0.032' 100 MPH W.L. 18-10' 18'-11 19' 3' '19'- 9' 6' tr- 9' 14'- 6- 110'MPH W.L. 16'-10` 16'-11 Ir 4' 17'-Il- 16'- 6" 13'- 5' 120 MPH W,L 15'- 4' i5'- 6' 15-11' 16'- 6' 8' 15'- 5" 12'- r LIVE LOAD: All BUILDING TYPES 9' 14'- 6" 11•-10` 0.H. CONDITION NO O.H. 1' O.H.. Y C ji. S 0,11, t0' 13'- 9" it'= 3" 3' x 0.026' 20//SF LL 16'- 1- 16'- 2- 16' r tr- 2- 11' 1S- 1- t0'- 9" 301/SF,LL IS- 1" 1S- 3" 13• 8- - 14'- 5" 12' 12•- r 10'- r 3' x 0.032' 20/ L.L. 18'- 4' 18'- 5 18' I 9- •19'- 3" 13' t-- 1 9'-10' 14' 1'x- 8" 9'- 6- 30#/SF.LL 14'-11' 15'- i' 15' 6" 161- 1" 2'x rx 0.062x 0.135 S.M.B. I- TOTAL. ROOF PANEL WIDTH - ROOM WIDTH PLUS W WOTH PLUS OVERHANG. r I0"SO_ 13' -11 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE THE L.L. TABLE GOVERNS TABLE 1:.MAXNdUII SPANS FOR INDUSTRY STANDARD 8' t5'-ii' 13'- 0'MINUM COMPOSITE ROOF 9' 15'- 0- 12'= 3' PANELS W/3105-H14/H-25 ALUMINUM SHEATHING do 1.0/ EPS CORE 10' 14'-10" - 7` 11' ' WIND LOADS it' 1S- r 1i'- war;, CARPORT'$. SCREEN &'VMYL ROOMS. AND OTHER OPEN BUILDINGS. 12' 13= 01 IOl- r O.H. CONDITION NO O.H. V O.H. I O.H. S O.H. IS 12'- 6' 10'- Y 3'x 0.026" 100 MPH W.L. 15- 4' 13'- 6' S'- 10' 16'- 6` 14' 11'- r 9'-10' 110 MPH'W.L, 13'- 9- 1S- 11" 4'- •4' 15'- 0` Yx 8'x 0.072`, 0.224` SM0. 120 MPH:W.L. 12'- 6' 12'- 8' 13'- • Y 1S- 11" r 21'- 9" 17'�9- x 3"x 0.032" 100 MPH W.L. 16'- 8' 16'- 9' 7'- 2" 1r- 9- 9' 19'- Y 16.- - r 110 MPF- W.L 14'- it" 15'- 0' 15'- 5- 16'- i' 120 MPH.W.L. 13'- 7' 13'- 9- 14'- ' Y 14'- 10" 10' 18'- 1ti 14'-10 11' ir= 4 14'- �• 4'x 0.026" 100 MPH-W.L. 15'- 8' 15'- '10' 2- 16'- t0- 12' 16'- r 13'- 5' 110 NPH W.L. 14'- 0` 14'- 2` 4'- Y 15'- 3- 13 16'- 0' 13;- 0` 120 MPK W.L. 12'- 10' 1S- 0' 3'- 5" 14'- 2- 14' 15'- 51 12,- r 4'x 0.032" 100 MPH W-L. 18'- 8' 18'- 10' 1- 19'- r 2'x 9`x 0.072'x 0.224 S.M.B. 110 MPH'W.L. 16'= 9' 16'- 10' r- Y 17'- 9" 7; 24'- 2' 19 9 120 MPH W. 15'- 3" 15- 4' 15'- 9" 16'- 4- 8 22'- r 18'- 6` LIVE LOAD (INCLUDES 2 I/SF DEAD LOAD) 9' 21'- 4" 17'- 5" ALL BUILDING TYPES - 10' 20'- 3" 16'= 6" 3'z 0.026' 22#/SF 13'- 1' 13'- 2' S ' - 8' 14'- 5' it' 19`- 3' 15'- 9" 32j/5F 10'- 10' 11'- 0" 1t'- 6" 12'- 5- 12' 18- 5' 15'- 1' 13' 17'- 14'- 6" 3"x 0.032' 22#/SF 14'- 2" 14'- 4' 4'- , 9" 15'- 5" 14' tr- 1' 13'-1i' 32f/SF 11'= 9' 11'- 11' 2'- r 1S- 2' 2"x 9"x 0.072"x 0.310`1'SM.B 4'x 0.026' 22 1/SF 13'- 5- 13'- 6' 4'- 0` 14'- 8' 7' 26'-11' 21'-11' 32//SF 11'- t" 1 i'- 3` 1'- 9' 12'- 7- 8' 25'- 2' 20,'- 6" 4"x 0.032 22#/SF 15'- 11' 16'- 0" 6'- 5' 17- 0" 9. 23'- 9' 19- 4" 32//SF 13'- 2 13'- 4" 13'- 9" 14'- 6" 10' 2I 6" i8'- 4' 11' 21- 5' 17'- 6" 1. TOTAL ROOF PANEL WDTH - ROOM WIDTH + WALL DTH + OVERHANG. 12' 20'- 6` 16'- 9- 2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SH L GOVERN- 13' 19'- 9" 16'- 1" 14' 19'- 0` 15'- 6' - i SOUO COVER .'^ z BEAM SEE TABLE 4 MIN. 2'x2'xO.044" (TYPICAL) O ARI 1 La 0b SHEETING eons SIDES � W°5 Jew � �'H" 1 1/2"x2" MAX WINS3W8 �a ' VARIES w ROUGH OPENING 12 6 z z YAX Z < T I'x 2. Lfr ARI O t &A 1 o ,.,cl -<3 MAX ON SLAB 3 1/2` MIN.'-""�� oW rn� Wo< ob U TH SOLID ROOF. TYPICAL. FRONT VIEW FRAMING (SEE DETAIL) � z OF UPRIGHT IS MEASURED FROM.' ICAL GLASS ROOM WALL Z6W a;i v yyZ.A PLATE TO BOTTOM OF WALL BEAM) <<,�J8 0..,—job Dal �p j r p<z ZLUom ZW W W 0.019 ALUMINUM COVER PAN OR CONTINUOUS i v. ARPORTS. SCREEN do VINYL ROOMS AND TABLE 4: MAX, ROOF AREA.FOR AL NUM BUILDING CARPORT/OPEN POST � �n ;OLID ROOFS 6063 T-6 ALLOY FOR ALLOWABLE ROOF AREA USE " A" - S x (W/2 + O.H.) EXAMPLE: 'S"- 7' . W - 12'. ac O. . . 2' THUS AREA" - 56 SF W 4�0 LOAD WDTH - 'Mr/2 + O.H.' POST TYPE MAX LLOWABLE ROOF AREA IN SQUARE FEET W m5; m .D WIDTH - 14'/2 + 2'O.H. - 9' LIVE + DEAD LOAD MIND LOADSwm BEAM SPAN- 7'- 3" MAX. HGT. O MAX. LOAD IN.1 _9Mj SF 22//SF 100 MPH 110 MPH 120 MPH UJid <o 0 CL SPAN FOR DESIGNATED LOADS 3"x 3"x 0,040" ROIL FORMED •• HAND LOAD 8r- 0" 7,200 131 327 450 360 300 zm 5� n r 00 100 MPH 110 MPH 120 MPH 101- 0` 5.5 100 250 343 275 229 oa Wy 0' EXTRUSION 12'- 0 4,700 85 213 294 235. 196 ' YO w 9;- 0" 8'- t" 7'- 5" 3"x 3"x 0.060" ROLL FORMED •• iW ob-+ g t.::, �� 8'- 6" 7,500 136 341 469 375, 312 to O v UJX -oz 'r_ ' 6'15 -10' 12'- 0` 5,200 IV- or 6.000 lo95 s 236 325 273 375 235 216 zda61 z '$ z>�p 6' 9' 6;- 0" 5'- 6' 3"x 3"x 0.060" SCALLOPED • c$via �I 6- 5" 5- 8" 5'- �+ 11'-10` 8 640 157 392 540 432 360 6'- 1' S'- 5• 5'- 0 14'- 0" 7,330 133 333 458 366. 305 mmZ p a w Wo 5'-10' S'- 2` 4'- 9' 16'- 0' 6,120 111 278 382 306 255 �ZWx Jai 10'-11" 9'- 9" 8'-11" 3"x 3`x_0.90" TUBE • Z�-' i0 < 10'- 0" 8'-11" 8'- 1" 11'-10 12,960 236 589 810 648 , 540 V oar F W� 9'- 3 8'- 3' T- 6" 147- 0" 11,070 201 503 691 554 461 ���,,iz0 z o� 7'- 9" T= 0" 16'- Cr 9,180 167 417 574' 459 383 0 a <ay 7- 6'- 8` xt7i t 3'x 3"x 0.125" TUBE m< tj 7'- 9' 6'-it 6'- 3' 13'- 3" 13,500 245 614 844 675 563 F_o`� 7-: 4" 61- S 6'- 0` 14'- 0` 12.000 218' 545 750 600. 500 7'- 0' 6'- 3' S'- 9" - 16'- 0` 81000 145 364 500 400 333 �"ri 14' 4" 12'-10" 11'- 3" 47x 4"x 0.125" TUBE • 13'=1' 11 8" 10' 8" 15'- 9- 23,280 423 1,058 1,455 1,164 970 OD 12'-'1" 10'-10" 9'-11" 18'- 0` 20.712 376 941 1,294 1,034 86301)J If-.4' 14'- i' 91- 3" 20'- 0' 18.430 38 8 1,152 922 . 768 W J 101- 8' 9'- 6' 81- 8" • ALLOY 6063 T-6 Q 10'=1" 9'- 1" 8'- 3' •• ALLOY 3105 H16 ? 9'- 8" 8'- 8" 6'-10' i. THE SMALLER ROOF AREA OF LIVET+ DEAD LOAD AND WINO LOAD SHALL GOVERN. 00 J W 6" TABLE & ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR V T POST W/ISOLATED FOOTING z O 16'-it' 15'- 2` 13'-10 V 15'-:6' 13'-10` 12'- 8" FOR BEL LISTED WINO VELOCITY UPLIFT LOADS z14'- 4' 12'-10'11'- 8" FOOTING TYPE &SIZE 100 MPH 110 MPH 120 MPH W`17 13'- 5" 12'- 0" 10'-11• POURED CONCRETE J 12' 8" 11'- 3" 10'- 4' 1'-0'X 1'-0'X 1'-0" 29 25 . 21 W Z O 0' 10'- 8' 9'- 9" i'-4"X 1'-4"X'1'-4' 86 72 61 W W 00 11- 5• 10' 3" 9' 4' t'-6'X i'-6"X 2'-0' 163 136 116 10'-11' 9'- 9" 8-11W.' 1'-8'X 1'-8'X 2'-0' 187 156 . 134 U DC 19- 2 1 2 15- 8 i'-8' 46 X 1'-8•X 2'-6" 275 229 196 0 1T- 6" 15- 8" 14'- 3 2'-0`X 2'-0'X 2'-0' 3 288 257 47 16'- 2' 14'- 6" 13'- 3" 2'-6'X 2'-6'X Z-6" 463 386. 331 15'- 2` 13'- 7" 12- 4' PRE-CAST SLAB W/ 801 SACK-CRE & BACKFILL OVER SLAB 14'- 3" 12'- 9" 11'- 8' 1'-4"x 1'-4•X'2'-4' 117 97 56 13'- 7' 12'- 1' 11'- Y i2-114• 110•-7' 100, 6' ANCHOR ALLOWABLE LOADS AND MAX LOAD AREA FOR ANCHORS ANCHORS INTO WOOD FOR OPEN SUILIIINGS IS'�-il" 17'- 9" 16'- 3" 18'- 5' 16'- 6' 15'- 0' A"OWASLE LOAD / MAX LOAD AREA (S.F.) O 120 M.P.H.-WINO LOAD ~ 17'- 3' 15'- 5` 14'- 1' / OF ANCHORS• i 2 3 4 16'- 3" 14'- 6' 13'- 3' DIAMETER ANCHORx EMBEDMENT 14'- 8" 13'- i" 12'- 0' 1/4' x 1" 264!/13 S.F. 52 /25 S.F. 792//38 S.F_ 1.0561/50 S.F. 14'- 1" 12'- 7w IV- 6" 1/4" x 1 1/2' 396//19 S.F. 79 //38 S.F. 1,188//57 S.F. 1.584//75 S.F. F 13'- 6" 12'- 1 Il'- 0' 1/4' x 2 1/2' 660//31 Sf. 1.3 //63 S.F. 1,980//94 S.F. 2.640//126 &F. 13'- 0" 11'- 8" 10'- 7" to Q1 20�- 6' 18'- 4" 16'- 9" 5/16" x 1' 312//15 S.F. 62 //30 S.F. 936//45 S.F. •1.248//59 S.F. $ .n Y 5/16' x 1 1/2- 468//22 S.F. 9 //45 S.F. 1,404//67 S.F. 1.872/ S.F. � I 19'- 0" 17'- 0' 15'- 6" � d <n 17'- 9" 15-ii' 14'- 6" 5/16" x 2 1/2' 780//37 S.F. 1, //74 S.F. 2,340//111 S.F. 3.120/ 48 S.F. W e n 161!.- 9" 15'- 0' 13'- 8' 15-11" 14'- 3" 13'•- 0' 3/8` x 1" 356//17 S.F. 71 1/34 S.F. 1,068//34 S.F. 1.424//68 S.F. ®� 15'- 2" 13'- r 12'- r 3/8• x 1 1/2' 534//25 S.F. i, 1/51 S.F. 1,602//76 S.F. 2,136//102 S.F. Yo n 14'- 6' 13'- 0` 11:-10" 3/8' x 2 1/2" 890//42 S.F. 1,7 1/85 S.F. 2,670{/167 S.F. 3.560//169 S.F. 40 Me 13'-11' 12'- 6' 111- 5" W:g IS k08 w- r 10'-11• ANCHORS INTO CONCRETE FOR OPEN UILDINGS24'- 4" 21'- 9' 19;-11'2?�- 9" 2Q- 4 1723_ r ALLOWABLE LOAD / MAX LOAD AREA (S F.) O 120 M.P FI MANO LOAD 21- 6 19- 2 1 6' OF ANCHORS 1 2 3 4 20'- 4" 18'- 2* 16'- 7" 119'. 5' 17'- 4 15-10" DIAMETER ANCHORx EMBEDMENT i8'- T 16'- r 15'- 2' 1/4' x 1 1/2' 7571/36 Sf, 1,51 1/39 S.F. 2,271//108 SF. 3.028//144 S.F. 17'-10' 16'- 0 14'- r t7- 2` 15'- 5' 14'- 0' 31W x 1 1/2' 1,050//50 SF. 2,114 /53 S.F. 3.171//151 S.F. 4,228//201 S.F. 27'- 0 24- yy 22,- i25'- 22'- 7" 20- 8 1/2' x 2 i/4" 1,4431/69 SF. 2. 1/137 SF. 4,329//206 S.F. 5,772//275 S.F. 23'-10' 21'- 4" 19'- 6' 22'- 7" 20'- 3' 18'- 6" THROUGH BOLTS POST TO BEAM FOR EN BUILDING 21'- 6' 19'- 3' 1T- 7"20'- 8' 18'- 5' 16'-10' ALLOWABLE LOAD / MAX LOAD AR (SF.) O 120 M.P.H. WAND LOAD19'-10" 17'- 9" 16'- 2" 1 OF ANCHORS 7'- 1' 15'-- 7" pAMETER ANG40Rx1(LENGTH POST'lTHICKNESS + 1/2� 3 26-11" 24'- 7" 28'- 2' 25'- ?ti 21'-11: i/4' x t+1/2" 2 3561/112 SF. 4,7121/213 S.F. 7,068//336 SF. 26'- 6" 23'- 9 21- 8 3/8' x t+1/2 25'- 2 '- r�' 2Q'- 6' ' 5.300J/252 S.F. 10,600//505 S.F. 24'- 0 21- 5 19- 7 1/2` x t+1/2" 9.4261/449 S.F. 2_ -11' 20'- 6" 1§.- 9- 22= 1" 19'- 9" 18- 0' 2/'= 3- 19'- 0" 1 T- 4" OF Ali PSR- $ DEPARTMENT OF 61 11LOWR CITY OF'ATLANTIC EACH: Elm, � l ` 8 � It rm Ad rear 4�Mrji Y�B j,,�. ali ��y#,w W+ '+i TRA fir. .+ '4r k M F $77jj �x4�"^li4F ;� �E? C+ a )IpART LT 4 Su �diidat b�d4iFR R..L�� +`�.M�F4�¢.�i t W✓- W� � } A E ,i y 1 p t 00 T t .!5!='7 F�a V 4+1� AmP F 1 i ob J Azi refmgx �r.� k s ° s NII �w } s fay I'S RIVZ �yyy { 090 ' «» M oil � r z a 'fir ✓a ��i�►++T'"F@i4 - 4T W} yc ia d S "buttvARDi �k 32233_ rtfkk SEC 3f3a . y R7 * c M �# t. j k r4 9� r � r + ' r 1 AWL � t ►s'ANDcoTIN GS-mu T u J F�I+t t11T VOID SIX MONTHS AFT f d ! . SULLDING.MA'f'iFi RUB61a ANI$! DEBAR FROM THIS-WORK MU 7`NOT B���i ee !� 3E# ,1P AN13 ULt :A AY�EY 1 CONTRICTOR OR t7 NSR :, � } ' i y �#5 EV T��PRO INQ, TWICE F TV SFIL 1 d ALCOR©1 TO API 14 /I t PI_AN�=WHICH ARE PART O THIS PERMIT 40 St1B,JE�'f <VATIEJN OFAP LtC'ABL ? ,,1SIN 'OF LAW, ATLANTIC B B1LF ING.Cf PARTMI�T; Py 1 ail I CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITI NS Owner(s) .. _[� Address: Phone: Lot #_______ Block or UnitSubdivision: Contractor: n State License Address: - 4 Phone No: �- �,�� Describe work to be done: �l c TL), S ------------- �--'— Present use of building: Q¢ Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New el ectrical (or increase) ._ New plumbing fixtures? New firepl' ce?___,__New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMEN EMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. I Signature OWNER: Date: Signature CONTRACTOR: ate: License Supplied: Liability Insurance: Worker's Compensation Insurance: / Zj CITY OF ATLANTIC BEACH ' 800 SEMINC LE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04- 00028699 Date 7/20/04 Property Address . . . . . . 635 SAILFISH DR Tenant nbr, name . . . . . . REPLACE LINE SIDE SERVICE Application description . . . ELEC RIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 I Owner Contractor --------------------- --- ------------------------ MITCHELL, PRUDENCE AMERICAN ELECTRICAL CONTRACTOR 635 SAILFISH DRIVE 5065 ST.AUGUSTINE RD #3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 737-7770 ---- ------------------------------- Permit . . . . . . ELECTRICAL PE IT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 I e I I I� PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAN IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ I BUILDING OFFICIAL I intormation S!jsteml 247-5845 P. 3 CITY OF ATLANTIC BEACH ELECTRICAL PE IT APPLICATION Date: 7 19- 7- C 9= Property Address: ,-x-) Owner: at 4c k e Telephone 4: Contractor: Telephone#: -7 Contractor Address: Fax *i:• a3)-- )091c _ In consideration of permit given for doing the work as described ii the a ve statement. we hereby agree to perform said work it, accordance with the attached plans and specifications which are apart hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. I Building: Building'rype- 11 Trailer I- Service: If other construction is 0 New �%_ Residence 13 Temp. 1 0 New being done on this building G4 Old ZI COMMercial C3 Signs Z) Increase Or site'list the buildingL3 Re-wire 0 Addition Sq. Ft. A Repair Pennit number: Conductor Size: AMPS: COPPER ALUMINUM Switch or7— Breaker AMPS PH W VOLT RACT, Fxisting Service WAY Size AMPS H P H RACE w 3 VPLT,- 0 SI Feeders: NO. SIZE 4N 0 SIZE No SIZE Lighting Outlets I CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMES Switches I Incandescent Fluorescent M.V. Fixed I 0yo-0 km.ps 0 I O'YT-R [A7fiances BELL TRANSFER. Air H.P.RAU7G H.P.RATING GConditioning= COMP. MOTOR OTHER MOTOPS AMPS HEAT -Motors, 0-1 H.P. VOLTAGE PH NO. I OVER I H.P. PHS UNDER600V OVFR600V Transformers NO. KVA NO. KVA No.Neon-Transf. Ea. Sign Miscellaneous (7r 800-Seminole Road- Atlantic Beacil Florida 32233-5445 Phone: (904)247-5800* Fax: (904)247-5845 http://www.ci.atiantic-beacb.fl.us i Prepared By: it Terri K.Francis Preferred Title Agency,LLC 4181 Southpoint Drive East, Suite 400 Jacksonville,Florida 32216 SATISFACTION of REHABILA TION AGRI EMENT I KNOWALLMENBY THESE PRESENTS, that City of Atlantic Beach The undersigned owner and holder of a certain Rehabilitaion A.greement executed by Prudence Mitchell and Raymond Mitchell to City of Atlantic Beach Bearing the date of June 28, 2004 , recorded in Official Records Book 14359, Page 177 , in the office of the Clerk of the Circuit Court of Duval County, State of Florida; securing a ceratin note in the principal sum of EIGHT THOUSAND ONE HUNDRED EIGHTY DOLLARS AND a d no cents ($8180.00) and certain promises and obligations set forth in said AGREEMENT, upon the following described property, situate, lying and being in Duval County, State of Florida, to wit: Lot 4, Block 6, Royal Palms Unit One, according to t Plat thereof on file in the Office of the Clerk of the Circuit Court in and for Duval County, Florida recorded in Plat Book 30, pages 60 and 60A; said ., lands situate, lying and being in Duval County, Florid . li . Hereby es full payment and satisfaction of said Rehabilitation A greement and note, and surrenders the same as canceled, and hereby directs the Clerk of said Circuit Court to cancel the same of record. WITNESS my hands) and seal(s) , this 514, day of .�k.n(, , 2008. Signed, sealed and delivered in the presence of: A(Mnnt , (� ype Witness Name below igna[ure) ALJ seewA (Print or Type Witness&ame below signature) STATE OF Florida, COUNTY OF Nk VA.I I HEREBY CERTIFY that the foregoing instrument A as acknowledged before me this 5'�' day of June, 2008 by T&rvrne— as C 4-1A M Ct V a.OV6r , of the City of Atlantic Beach who is personally known to me or wrto produced 1 AI as identification. PREFERRED TITLE AGENCY,LLC ESCROW ACCOUNT Payoff of First Mortgage 7, 056.A111 ii i II ------------ Apr 2, 2008 635 Sailfish Drive E 7,056.00 HUNTER I I Bear 3111 PREFERRED TITLE AGENCY, LLC RANCH BANKING AND TRUST COMPANY 63-9138/2631 ESCROW ACCOUNT 1-8W-BANK BBT BBT.com DATE 4181 SOUTHPOINT DR E.,STE 400 JACKSONVILLE,FL 32216 April 2,2008 PH.904-208-5252 AMOUNT m 0 $. N "Seven Thousand Fifty Six dDllars & no cents" g PAY **$7,056.00 TO THE ORDER City of Atlantic Beach d R File No.08-034.635 Sailfish Drive FAr LL AUTHORIZED SIG TURE 11'00311111' 1, 26319 i387i:000 14657333911' �I i II �I Apr 10 08 A3: 35p P. 1 J i u IS FAX M MORANDUM \�N`✓.115-�� - RECEIVED City of Atlantic Beach 800 Seminole Road JUS! 0 9 200' Atlantic Beach,Florida 32233 Telephone(904)247-5800 O>?EIC OFTHE CITY CLERK FAX(904)247-5805 http://www.coab.us TO: Patty Bryant Preferred Title Agency DATE: April 10,2008 FAX: (904) 208-5250 PHO E: (904) 208-5252 FROM: Sonya Doerr,AICP Community Development Director FAX: 904 247-5845 E-M I L: sdoerra coab.us I PHONE: 904 247-5817 SUBJECT: Repayment amount for CDBG fund d renovation work. Rehabilitation work using FY 2003-2004 Commuiity Development Block Grant funds was performed on this single-family residence located at 635 Sailfish Drive wider terms of an interest-free rehabilitation agreement whereby the amount would reduced by one-tenth each year such that, at the end of ten years, no return of funds would be required if the owner continued to own and occupy the home. As of this date the amount to be returned the City] to be re-programmed for such services is $7,056. On June 28, 2008, this amount will bc reduced to $6,300.00. A check in the appropriate amount based upon the closing date, nd made payable to the City of Atlantic Beach, should be included as a distribution of fund as part of the closing process. Please feel free to call me with any questions you may have. I Number of pages including this page: 1