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Beach Ave 1633 EN &11 CONCRETE NALL P11 tt5 BARS 9 24"oc. EACH KAY, EPDXY VERTICAL BARS w 6" INTO EXISTING FOUNDATION D�UBLE Y015T 7// 77 y1/11 VA EX15TIN6 8" CMU NALL c\I VFV Q 0 )UE3LE IOIST 0 *07771— F9 20' FRAMING CEILING N co ccN:) cc nN -7 CD m CWN u-j- CN C) C3-, X Oz m X 0 LL >- (1) W < C) C14 < .(6s .' 'm cn� Lo C04 2x& R6 0 2 loc. WITH N 2xa 1 CN /�% cl) w er z Ab z z (L D Z (2) H3 CLIPS AT EACH RAFTER N i it z 2xro RAFTERS a 24"cc. 2xO PT 5ILL ANCHOR BOLT 10 32"or- EPDXY NEW 5OLT5 wl 511 EMBEDMENT AS NECE55ARY :j or- TO ACHEIVE SPACING EXISTING 5LOC< WALL ui SHEET. 5ECTION AT LINTEL COUF�5E MAP SHOWING PARTIAL TOPOGRAPHIC SURVEY OF LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C> r R,E CE: V E D CD =0 0 �UUJ C'>rn u C= 3 C= pCou City of Atlantic E cach Bujj,,jflnr_, -nd Zo Co ning WOOD SHINGLE WOOD SHINGLE ( 11, 96) BU,ILDING BUILDING ( 12. 00) 0 (ENCROACHMENT) Lu s I— I 11\Q) 0 V) /-PROPERTY L/A/.'= 0 ( 1 Ix 96) 0- ( 1 94) ri—n n—n—u INV L L ��v C. -I L (ri A CONC. 41 ( 11 k�z;� N 11 v 11 A I . 91) Lt"v L L% ( 11, 94) L<5p LNoo)L < h) 59.3, _j _j 6�1 9 Lq' ;;z rF BENCHMARK ( 11, 94) 94) L 1�f L L Q jZ:* X-CUT IN CONC. < cl�' L Z ELEVATION 11.865 c'41 L & uj cl�� LIFR - 2 STORY WOOD SHINGLE ( 11, 95) 0) 0- U ( 11 90) L C14 RESIDENCE No. 1633 1*1 C, L' L L L FINISHED FLOOR ELEV. (23.705) 103 U ( I Ix 93) STEPS 611p L 0 L C14 ( 1 96) A(9 q�) L�� -1 BRICK LANDING c6 IV NNI ( 11, 92) L x 6 22.0' & STEPS cp L L Nx 20.0' r-'5�1 fo 0 ( 11, 94) c'4) L *,.X i qn- C) co 0 ( 11. 87) L�� ')� L'�p L L Li I L L L 1 STORY BLOCK GARAGE CZP L L re) LN e� Lv%- '�f ( 11 95) r-) L -1 L ( 11x83 6 FINISHED FLOOR 6� L"�p "Z� L`�/e L L L�e 0 ELEV. 12.12 ROOF ELEV. 20.04 Ll�� d) ( 11. 83)( 11 90) s 9.5' GO 23.7' 'Z�p L - 1 L L L L�� L 0 L% J 20.0' t-11 0 - �1 CONC. t'_t' 'w L CONC. STEPS 7_6 & WALK PROPERTI? I-1AIC L-IV W NOTES: 1.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/03/2001 AND REFLECTS s q E Y 0 ,,p GENERAL NOTE31 CONDITIONS AS THEY EXISTED AT THAT TIME. cl 1. BEARINGS ARE BASED ON N/A 2.STRUCTURE NO. 16M SHOYM HEREON LIES VATHIN FLOOD ZONE x AS 13EST 2.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOW MAPS PANEL NO. 1 DATED 4-17�1989 . DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w I PIPES AND UTIUTIES. IF ANY, NOT DETERMINED. ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3846 BLANDING BOULEVARD 4.JIJRISDICTIONALVAND�OR ENVIRONMENTALLY SENSITIVE AREAS IF MY, NOT LOCATED 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 JACKSONVILLE. FLORIDA 32210 BY THIS SUR EY vs 904-771-6468 S.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE PUBLIC 0 - .' RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLES, 3.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE TOPOGRAPHIC 0 CERTIFICATE OF MKHO�Ii�TION NO. LB 0005488 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL S v 6,UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. INFORMATION ON THE SUBJECT PROPERTY. 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FY THIS;i.SURV V, !9% ONE UNDER MY I HEREBY CERTI FLORIDA LICENSED SURVEYOR AND MAPPER. DIRECT SUPERVISION a,�fT YUM TECHNICAL 4.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. STANDARDS I LAN V w TO CHAPTER GUY ANCHOR LEGEND/AWREVIATIONS (R) - RECORD 611317 0 1 ITY AFffFR 472. F.S. 0 -..SET IRON PIPE OR ROM MARKED P.C.- POINT OF CURVE (M)-MEASURED M=. SURVEY " OR L.B. 54M P.T.-PONT OF TANGENCY A = CENTRAL 5.) THIS IS NOT A BOUNDARY SURVEY. BY: 0 - FOUND IRON PIN OR PIPE C/L CENMRUNE ANGLE 0 - FOUND CONCRETE MONUMENT I.P.- IRON PIPE OR PIN L-ARC LENGTH L:A I - RIGHT OF WAY R- RADIUS CHARLES F D t NU. 171 X - CROSS CUT OR DRILL HOLE R/W L LO LO LO 6.) FOR COMPLETE BOUNDARY SURVEY OF PROPERTY, SEE SURVEY BY ASSOCIATED CHARLES 4L. LO D'' I1QATk NO. 4579 P.R.C.- POINT OF REVERSE CURVE W WIRE FENCE 0 - WATER P-C.C.- POINT OF COMPOUND CURVE 0-0- WOOD FIENCE M ETER SURVEYORS INC. JOB NO. 25249 AND 28655. RAYMOND J.' SC D6,603kICATE NO. 6132 R-R-L - BUILDING RESTRICTION LINE CONC.- CONCRETE WELL . �% (ORB) - OFFICIAL RECORDS BOOK X-X-CHAINUNK FEM JOB NO. 28939 .-"Ie-_rt�001 E STREET OFFICIAL RECORDS VOLUME cD.> - UTUTY POLE UGHT 1" - 10, (0 -JACKSONVILLE ELECTRIC AUTHORITY SCALE: JV -OU--OVERHEAD UTILMES 7116"STRUCTURAL POOF SHEATHING 1/2" x 8" ANCHOR BOLTS OR 2x4 OUTRIGGER(u)48"oc, ALL NIEMBERS SHALL BE SYP W 1 #5 VERTICAL IN FILLED CELLS,ONLY 1/2" x 6" WEDGE BOLTS 0 BLOCKING REQUIRED BETWEEN OUTRIGGERS -STRUCTURAL NOTES ONE MUST BE TIED AT FOUNDATION, 24" HURRICANE CUP H-25 OR EQUAL z SIMPSON A'35 @ 48"m 1. HOOD FRAMIN& 5HALL COMPLY NITH SECTION 23 OF THE LATEST APPROVED ADDITION OF THE 5BC CODE. W FILL CORNER WITH MORTAR OR GROUT. GABLE END 2x4 BARGE RAFTER CONT. 2. ALL LAP5 IN TOP PLATE OF BEARIN& NALL55HALL BE X X SHINGLE STRIP A MINIMUM OF 4'-0" AND NAILED NITH 12- 16d COM NAILS OR 16- 3"x .131" C-UN NAILS. U) #�5 CUNT IN LINTEL COURSE, 2 X PT STUD FASCIA 3. ALL 6ABLE EN055HALL BE BALLOON FRAMED OR W 2A4 SCAB CONT.TOP TO EOYTTC�0 TOP CHORD OF GABLE END TRUSS BRACED PER DETAIL. CHORD @ 87RO'M GA13LE DROP 3 112' Of A 3-12d NAILS TYPICAL AT 4. ALL SHEARNALL5 SHALL BE NAILED AT 3" oc. OR (b" oc. SST-SPH4/6 X-BRACING CONT.2x4 SCAB FROM TOP 10 (AS NOTED) ON ALL EDOE5 AND 12" oc. INTERMEDIATE z [IPTI [IN I POTTON1 CHORD @ X-BRACING Pq/ e)d COM NAILS 4).O.N) 13LOCK ALL UNSUPPORTED TOP AND BOTTOM 2x4 SCAB IF VERT.YVEB IS NOT (PROVIDE ADDITIONAL b-A's-P E06E5 Y41TH 2x4 FLATNISE BLOCKIN6. 5HEARNALL5 z PRESENT '1ERTICi,L IF HIGHERTHAN 4B", 5HALL BE 15/32" COX OR 1/16" OSB. (U.O.N.) TO FORMAN"r SHAPE.) , STUDS TO DOUBLE TOP PLATE W 5. STRAP HEADER CONI-.2y.4x8'#2SYPLAIERAL TOE NAIL TRUSS TO DOUBLE SPH4/6 AT EACH ENID OF HEADER AND NAIL Pq/ 12- 10d BRACE@,4,9-oc. PLATE wl 16d COM 0 ToC. x 1 1/2 NAILS OR 12- .131"x 2 112" 6AJN NAILS. 2,\4 BLOCKING 9, 48"m 6. HEADER 5TUD5 AND HEADER CRIPPLES 5HOULD BE CUT BLOCKS AT 45 degrees BEMEEN GABLE AND FIRST BOTTOM, CHORDOFGABLE TRUSS. END TRUSS NAILED TOOETHER AT &"oC. W 12d OUN NAILS ( .131x 5'9 57FA66ERED. CLIP UNIT T05HOE PLATE V41TH 2-2x4 TOP PLATE I- SPH4/6 CLIP AND NAIL NITH 12- 10d x 1 1/2 NAILS M 1 #5 VERTICAL IN FILLED CELL, Px4 STUDS C�,'16-oc. (I.I.O.N.) 0 1. ALL kqlNF,>Okq AND DOOR COMPONENTS MUST BE DES16NED -1 #5 CUNT IN LINTEL COURSE, hIND ZONE. 5. ALL CONNECTORS ARE 5IrrIp5on OR EOUAL. (U.O.N) q. FOUNDATION DE516N 15 BASED ON MINIMUM 501L F Y' LE A'T B IS NOT A�RA�METO�CMU �CONNE�CTION 2x4 X-BRACE @ REFER TO DETAIL"0" BEARIN6 CAPACITY OF 2,000 p5f. - OPTION 2 YPC L 10. DE516N kqIN1? LOADS ^RE BASED ON THE Iqq-7 50CCI W SECTION 160& kqITH HIND SPEED OF 110 MPH. TYPICAL GABLE END FRAMING �SCAILE 3X8 1 0 _L N *\� NYT.S. I I PREFAB 45 degree CORNER UNIT z CONNECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2 0 C_ 1 #5 VERTICAL IN FILLED CELL THIS NOTE IS TO DESCRIBE APPROPRIATE MEASURES TO TAKE WHEN EMBEDDED TRUSS ANCHORS HAVE BEEN MISPLACED. DROPPED GABLE TRUSS Lap in double plate 12-16d common 16-0.131 x 3 1/4"gun nails 20- 12d sinkers U 1. IF THE DISTANCE OF THE STRAP BEING OFF IS BETWEEN 1/16" TO 1/2" NO CORRECTIVE MEASURES ARE REQUIRED. NAIL LATERAL BRACE TO TOP 1 #5 CUNT, IN LINTEL COURSE 2. IF THE DISTANCE OF THE STRAP BEING OFF IS CHORD w/ (3)- .131"x 3" NAILS. 6"o.c.on edges and 12"o.c. in the field wifth 8d common, 6"o.c.on edges and 12"o.c.in the field with 0.131"x 2 1/2" 4'o.c.on edges and 8"o.c. in Q BETWEEN 9/16" TO 1", A WOOD SHIM OF APPROPIATE THICKNESS MUST BE INSTALLED 131"x 3" @ 6"oc. SW-shearwall box,screw shank or ring gun nails the field with 0.099"x 2"gun nails BETWEEN THE STRAP AND THE TRUSS WIDTH AND 3"o.c.on edges and 12"o.c. in the field with 8d common on edges and 12"o.c.in gun nails INCREASE IN NAIL LENGTH TO EQUAL OR EXCEED 2x 8 PT PLATE , 3"o.c. �HE THICKNESS OF THE SHIM. SW(3)-shearwall box,screw shank or ring the field with 0.13 1"x 2 1/2" OPTION 3 3. IF THE DISTANCE OF THE STRAP BEING OFF EXCEEDS 1/2"x 8" A.B. 0 32"oc. 1", THEN THE STRAP MUST BE REPLACED WITH THE w/ 2"x "x 1/8" WASHERS on al APPROPI E F X AS REQUIR D Y THE UPLIFT LOAD ny *or screw,6"o.c.on all supports with 0.131"x 2 112"smooth, ring or I supports with 0.099"x 2" ring,screw or annular PER T ;E A77AC D TWO DEATI f edge shank gun nails,4" o.c. edge nailing within 4'of roof edge AT I E B 11 7- 10d COM NAILS S h Wa , 1 ifi� s aa. Qg e"a i Vg HVi h ro annular shank gun nails,Vo.c.edge nailing within 4'of roo YPICAL RO MEMBE SIMPSON MTS 16 TWIST 1/2"or 7/16"Roof 4"o.c.on edges and 6"o.c.in the field with 8d common, 4"o.c.on edges and T o.c.in STRAP w/ 7- 3/16"xl 3/4" Sheathinq, 110 MPH ring shank or screw shank the field with 0.131"x 2 1/2" gun nails IMPSON S HEX HEAD TAPCCN MASONARY N 171 T E: ANCZNS6 USE 3/16" TAPCON CONTRACTOR MAY CHOUSE ANY OPTION (U.0.N.) ON BLOCK. Simpson SPH4 12-10d x 1-112"NAILS Simpson H5 8-8d common(TOTAL) Simpson H16 (2) 10-10d x 11/2 IN RAFTER; 10-10d x 11/2 IN PLATE Simpson LTS12 5-10d common in rafter and plates 5-10d x 11/2 nails in rafter and plates co Simpson MTS12 7- I Od common in rafter and plates 7-0.148"x 1112"nails in rafter and plates 00 CMU It C 'BOND BEAM - 10d x 11/2" FILLED / 2500 psi Simpson LTAI 12 CONC. AND 1 #5 CONT. TYPICAL CONNECTION OF GABLE TO CMU WALL Simpson PHD8 24-1/4"x 3"SDS screws Cv %.j N.T.S. Simpson MGT 22-10d common Cv Cv Simpso 18-16d common to 04""% Simpso 32-16d sinkers Cv q1t Cv 0 2x10 PT X 6' k1 2X STUDS 0 16� o.c. WEDGE ANCHORS @ 6'oc. NUT / 2" x 2" x 1/8" WASHER ,,�TRUSS FLOCR SYSTEMF 2x ZTE (SYP) wl 2X4 PT FILLER wl 1/2" x 5' A.B. z: SPH4/6 0 32" o.c. 0 32"oc. NAIL DECKING TO !x4 FLOORING MATERIAL q) 0 6"oc. 15/32- CDX OR 7/16- OSB SHEATHING- NAILED AS PER /-3-16d COM @ EA. z SCHEDULE Z BLOCK (TYP.) RIM JOIST 3/4- T&G DECKING o CV 1/2" THREADED ROD w/ 1/2- THREADED COUPLING 3x12 PT LEDGER wl 3/4"x 10" 2 x 4 ROOF TRUSSES 0 24' OC. 3-1 2d Q M (TYP.) 2 x 8 PT SIL ANCHOR BOLTS @ 12"oc. STAGGERED FIBERGLASS ROOF SHINGLES (U.O.N.) 0000< JOIST HE WO DEA V H & El RO F%_7 L H NH S /ON H 1W �P' NYT n=HTT22 AA sIL - -c 4/ R 3 2 FILL Al LLS SIMPSON HETALI 6 CO 2" x 8" , C R BOLT EMB. CLIP AT EACH B C N x.4 AG @ 24"oc. 32" o.c DRYW L CO 1 # CONT. N EACH TRUSS (U.O.N.) U-LINTEL wl I # CONT_ I I HAr ER TA DNS 2 3 Ems -S HEARWA 1 # 5 V RTICAL AT 48" O.C., FLOOR SYSTE :: IN ALL CORNERS AND ON EACH 0 SIDE OF OPENINGS Cv CD TYPICAL LEDGER \-1/2- CEIIJING BOARD .!I, I EE DETAIL "E" N d WALLS ARE eo 6, LTA1 EXISTING //_8" O.B. LINTEL OVER 8" U- 8" CMU WALL 5 VERTICAL AT 4'-0' 0C.- FILL LLS-)- (U.O.N.) N�111_ w 1w CONT. IN C kfD 0 P EA H, ILL si PEA 0 STON CONIC 2 x 4 STUDS 16" o.c. MIN. 25' LAP IN ALL VERTICAL No. 2 or Bt. SPF 2 4 STUDS 0 16" o.c. #5's VERTICAL 0 6'-O"oc. MAX., DOUBLE LINTEL DETAIL No. 2 or Bt. SPF AT EACH CORNER AND EACH SIDE CLIP STUDS TOP AND BOTTOM OF OPENINGS. W1 SST-SPH4 0 32" o.c. CLIP STUDS TOP AND BOTTOM @ W/ SST-SPH4 0 32" o.c. C) 1 #4 0 48"oc. 1/2" x 7" WEDGE ANCHORS LLJ C 32" o.c. 1/2" x 7" WEDGE ANCHORS GRADE < 6.6. 10 10 WWM OR @ 32" o.c. U W FIBERMESH REINFORCEMENT 4" CONCRETE SLAB w/ (-n z 6x6, 10x1O WWM OR 4" CONCRETE SLAB w/ LJ FIB MESH R F. 6x6,AOxlO WWM OR 6 AIL VAPO RRIER OVER REINF. IL 7EAA7 6 h L VAPOR BtRIER OVER 41' ED AND Cj,,APACTED FILL _-�2- 15's CONT. .3 A 41�11- 1 T7_1 1=1 r SHEET: L 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL (2) # 5's CONT. FOR 2-STORY USE 1 O"x22" 3 #5's CONT. CLEAN COMFJACI FIL B", V-4" NOTE: FOR 2-STORY CONDITION (2) # 5's CONT. w/ 3- #5's CONT. MIN. 25" LAP 0 CORNERS 1 #5 CONT. USE V-S" WIDTH wl 3 #5's CONT. NOTE: FOR 2-STORY COND171ON USE V-S" WIDTH wl 3 #5's CONT. JL TYPICAL CMU WALL SECTION PIK DETAIL 'E' DETAIL 'r DETAIL'A' DETAIL 'Ir DETAL 'D' (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALO (NOT TO SCALE) (NOT TO SCALE) MAP SHOWING BOUNDARY & SPECIFIC PURPOSE SURVEY OF > 0 WOOD WOOD SHINGLE SHINGLE COASTAL M BUILDING 01 BUILDING U 1/2' I.P. LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S, CORPORATION, AS RECORDED IN CONsTRuc"nON M Av CONTROL LINE N 2184476.1 t. W 1/2- I.P. REFERENCE PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. P1 E 374602.2046'6 REFERENCE LB Wa LB 5488 PROPERTY PROPERTY PROPERTY RIW LINE UNE .4 NO LINE 1 1.0, LINE PROPERTY I I I -0.85 EAVES 0.2' C)ROPERTY A-18 4"SEWER PIPE- (1! 11 S84"56'03*W 0.55' -4 EAVES 0% LINE 1 (TIE LINE) 1.56 7 city ':BLOCK WALL 0.65 BLOCK WALL 0.65 0.3 plmkv and ZW" >0 This spprMl Va. 0 Plow Vdm'=Iand zoning, Subdivision and attlef to A. I,bull does rAt conStiltutS development regulatIOM 8 Of pefn*& Compliance approval for the IsSuano - if applicable with Florida Buflding Code and OR Oft 1/2- local, state and Federal Fermlit" requirements must be verified try a naturOOfthO ofAllantlo Beach Building I FW to GIs 1/2* NORTH Building Permit. Approved W. -am-munl*jDeyelopmentl OEM PART OF LOT 9 ID a to: - - - - - - - - - - - - - - - - - - - z GRAPHIC SCALE .0 -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 0 10 20 40 80 IN FEET LOT 8 1 inch 20 ft 1/2- IP REF. COR. Le 5486 1/2- REBAR N. 2125868.55 ASSOC SURVEY N83*24'37"E 193.76' (M) E. 626500.4a Le iii�i NS3-24-37-E 162.70- (M) REBAR TO IP N 21WI4.185 WOOD SHINGLE E 374610.043 BUILDING DETAIL-r WLDI"I'�' OC�IA.Ll' 31.05' DET,1&'A' 3150, 1 50.00' OT AIL 'C� -------I-U-U 6ONC: z A 0.3 / I Uj LSTEPS 44"1 LLJ 6 Go Uj 2 STORY WOOD SHINGLE RESIDENCE No. 1633 j Ir Ax FINISHED FLOOR ELEV. (23.705) 0!ZI 0 _j .4- Cb 0 DETAIL'B" STEPS I . . . a . . (NOT TO SCALE) C z 7- BRICK LANDING ONC ------ 22.0' & STEPS A _j or 20.0' 4q CID 04 I STORY BLOCK 4 PROPERTY GARAGE !2 di LINE oi FINISHED FLOOR ELEV. 12.12 z 5R ZOOF ELEV. 20.04 9.5' 23.r 0 COASTAL C, 2-0, cy -0 7' CONSTRUCTION 1 \20.0' blii� 5.-r. 50.00' CONTROL LINE I 11;31;011�1 'OET,� \ - - _j 29.2'r (TIE LINE) 45.4� 50.00' /DETAIL 1/2* IP S84-56'03'W 10.41 _STEPt I _iT,7_7 I Z' REPAR DETAL EDGE OF O.r WIDE BLOCK FENCE ON EDGE OF W)1�11 A 19 ASSOC. S)RVEY DETAIL-�84 'H' & BRICK WALL ON LINE' REF. COR. LB 5488 Pi LB 5483 DETAIL, S8324'37'W 175.00' (M) REBAR TO IP N. 2125811163 N 218427t.987 E 374609 583 E. 626500.39 S83e24'37"W 204.27' (M) SEASONAL HIGH WATER LINE ± 0+00 LOT 6 ELEV. 9.72 6j 1+00 z 2+00 3+00 DETAIL 'G* N 2184475.146 4+00 4+40.28' (NOT To SCALE) E 374602.206 Pi SKETCH OF L4 9 V) rn r; BLOCK\ TRAVERSE AND CONTROL r-4 > GARAGE 1/2* DETAIL A-ia ON (NOT TO SCALE) DEGROVE 4603 DETAIL"X N 2163582.374 LINE 5.7' V) < (NOT TO SCALE) E 374065.188 8 DETAIL 'I' CONCREA 1.3* 0 1 (NOT TO SCALE) I N 2164331.456 1 0 1 E 374694.657 STEPS -41 . I 1 2 ; 1 *9 c TRAVERSE 0 1/2- I.P. 0 ;0 z 1 '01 W NAIL S8"1'2rw N 2184333.712 REFERENCE x 2 rn PROPERTY X rn S7B17 #42 LINE LB 5488 ABOVE GROUND FI N 2184325.9971 1 56.38' 113-02' E 374807.655 ELECTRIC AND A E 374816.071 TRAVERSE 1/2" REBAR /PROPERTY WATER LINES ELECTRICP\ TRAVERSE I LIN NAIL ASSOC. SUR. E OUTLET NAIL SUBJECT PROPERTY #45 L.B. 5488 1/2- I.P. PROPERTY :11 #6 REFERENCE LINE I 2.0'r 0.65 �LOCA_,JALO\ r� iA LB 5488 A PROPERTY LINE - 02 ON 0 1 1 z 0.65 BLOCK WALL LINE 2 1 1 M I I M1 I M I / M L-i F4 \j 6.65 BLOCK I WALL r::�I I 1/2" I.P. )? REFERENCE In LB 5488 W ADJUSTED TRAVERSE TION z 7'� B.S. F.S. ANGLE RIGHT DISTANCE DESCRIP N 2153625.200 1 6 64 172*42'36" 131.04' TRAVERSE POINT N 218405a.685 E 374829.518 (CALCULATED) E 374547.131 10 A Sa3'3l*2l'W 5&90' FND. NAIL & DISK 64 1 65 96-06'02" 114.13' TRAVERSE POINT N 2183631.496 BILS 3872 E 374Wa.078 #1 Uj 65 64 66 256'35'30" 300.41' TRAVERSE POINT A-19 19 RMf2 U CT :? P In 66 65 A-18 266*45'36" 583.80' SIDE SHOT 66 65 68 80*04'43" 2 71.18' TRAVERSE POINT A-19 T V) 68 66 R #2 352*14'05" 89.22' SIDE SHOT e, < - 0 e�#9 ju NORTH 68 66 45 91*47'50 688.56' TRAVERSE POINT N 2183928.500 E 374532.1'97 45 66 42 97'44'40" 113.02' TRAVERSE POINT TRAVERSE 1" 100' NAIL z #64 0 114.1j. 2 45 6 169*3538" 86.16' TRAVERSE POINT N 2183903.517 E6 42 1 115*23'01" 263.11' TRAVERSE POINT E 374643.558 TRAVERSE NOTES: PI IN 2183488.857 NAIL E 374689.726 #65 1.) BEARINGS AND COORDINATES SHOWN HEREON REFER TO TRANVERSE MERCATOR PROJECTIONS, FLORIDA EAST ZONE, N.A.D. 1972 AND ARE BASED ON MONUMENTS g 72-81-A18 AND 72-81-A19 AS SHOWN ON MAPS PREPARED BY THE STATE TOPOGRAPHIC BUREAU, FLORIDA DEPARTMENT OF TRANSPORTATION TALLAHASSEE, FLORIDA. 2.) THIS SURVEY SHOWN HEREON WAS PERFORMED 9-5-2001 AND REFLECTS P.I. PONT OF INTERSECTION CONDITIONS AS THEY EXISTED AT THAT TIME. q E Y 0 GENERAL NOTES: S 1. W-ARINGS ME BASED ON SEE NOTEI 3.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL 2. STRUCftM NO. I M SHOM MtEON UES WM ZONE X _81im"We", FROM F.E.M.A. FLOOD MAPS PANEL NO. DATM DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A A S85'59'46'w sa,3.8- N 2183603.137 N 2183653.418 ASSOCIATED -SURVEYOR3 INC. I THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND-FOCTINM ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3*E 271.15* Q PIPES AND UTILITIES. IF ANY. NOT DETERMINED. E 374847.583 H79*15*5 57 E 374914.041 LAND & ENGINEERING SURVEYS 4. JJPJSDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY. NOT LOCATED A-18 ,�,-vj W 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 A-S 704 TRAWJRSE BY THIS SURVEY. N 21835OZ374 TRAVERSE B9.227 NAIL 5915 CEDAR HILLS BOULEVARD THIS SURVEY WAS BASED ON LEGAL DESCRPTIONS FURNISHED AND THE PUBLIC E 374065.188 NAIL A-19 #68 JACKSONVILLE, FLORIDA 32210 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. ITTLES. COVENANTS wo,\ 904-71176468 OR RESTRICTIONS THAT WAY AFFECT THIS PARCEL. #68 RM1#2 VS 4.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE RELATIONSHIP OF THE N 218362,5.200 6. UNLESS OTHERWISE STATM ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. COASTAL CONSTRUCTION CONTROL LINE AND OTHER PERTINANT TOPOGRAPHIC E 374829.518 0 CERTIFiCATE,_'OF'.Ah;�kTliDN NO. LB 0005488 7. NOT VAUD WITHOUT THE SIGNATURE AND THE ORKMAL RAISED SE& OF,A FLORIDA LICENSED SURVEYM AND MAPPER. INFORMATION ON THE SUBJECT PROPERTY. I HEREBY CERTIFY QN E UNDER MY -4 - GUY ANCHOR LEGENDIIIAIIIIIIIIIII1119MTIONS (R) RECORD DIRECT SUPERVISI VE t HNICAL 0 - SET IRON PIPE (SIP) MARKED P.C. - POtNT OF CURVE (M) MEASM 5.) THE COASTAL CONSTRUCTION CONTROL LINE WAS RECORDED IN MAP BOOK "C'.. STANDARDS FOR HAPTER *ASSOC, SURVEY" OR L.B. 54aS P.T. - POINT OF TANGENCY A CDIM%.NW 61G17- , FLORID. " 0 - FOUND IRON PIN OR PIPE (FPJ C/L - CENTERLINE L ARC UNM PAGES 72 THROUGH 72H. SEE OFFICIAL RECORDS VOLUME 7379, PAGES PI R �1�72, F.S. Is - FDUhID CONCRETE MONUMENT (FCM R/B - REBAR R RADIUS 1769, THTOUGH 1782, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, X - CROSS CUT OR DRILL HOLE R/W - MHT OF WAY C CHORD 13Y. P.R-C.- POINT OF REVERSE CURVE W - WIRE FENCE WAM METER CHARLES L P.C.C.- POINT OF COMPOUND CURVE 0-0 - WOOD FENCE w WELL E 3748ag.726 S.R.L. - BUILDING RESTRICTIOM LINE CONC- CONCRETE SIREEI 1.017 DATED JULY 23, 9: 12 A.M., 1992. N 2183488.857 FLORIDA CERTIFIMNO- 7 6.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. JOB NO. 25249,', 26fift D 001 (ORB) - OFFICIAL RECORDS BOOK x-x - CHAINLINK FENCE ELECTRIC If (ORV) . OFFICIAL RECORDS VOLUME -0..) - UTILITY POLE TRANSFORMER SCALE: 1" 20 ER ICK, M.D.C. J.E-k -JACASDRV!U.E ELECIRIC AffHORITY-OU- - OVEl?HEAD UTILITIES PE POOL MAWO COASTAL PR PEI 0 N U _56-03 (TIE U C"t 9.5. CON UC'n,. CON M uI AA L ON UNE &L7'm T112- REBA WATER AS7C - SU 548Z IN �kE LA14Y MAP SHOWING PARTIAL TOPOGRAPHIC SURVEY OF LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. WOOD SHINGLE WOOD SHINGLE BUILDING BUILDING ( I Ix 96) ( 12, 00) (ENCROACHMENT) 0 1 1 0 c/) ,,,-PROPERTY 41AJE ( I Ix 96) �lkl ( 11, 94 0-0=- _n n-n-n- LN 4 L'q;�L4_" 1 .1 . CONC. Llt3l ( 11, 91) L% FA__ c' d; ( I Ix 94) L L L 6 tK LN --) 'e�l 59.3' L 1 1 Ix 94) L BENCHMARK j 4- -�p '�� 'q Q X-CUTIN CONC. ( 11 94) L L L Z ELEVATION 11.865 7 W sp calf LU 9,5) a) 2 STORY WOOD SHINGLE Q: ( 11. ( 11 90) 0c IT mm� LN RESIDENCE No. 1633 L% el L, L eV L ctf Q� L L%0�1 lz��) le�) p L L L FINISHED FLOOR ELEV. (23.705) 00 1 ix 93) 'TE_ S s p CIA %�x FS --T L L Cc "CR L L�� -1 /- BRICK LANDING rzp 6 ( 11, 92) 'Z� L 22.0' & STEPS op FL�lx�l T. t L x fv - I ff LF-1 v L - Fl Fl L -1 F" 1 I Ix 94) 0�77�77t_)=,zt' L% 20.0' CL) I Ix 17) L L Toe_�� 'Z� LIZV-LIL 1 STORY BLOCK 01151 6zp =1 211 L Z;p e?� tK Ll 61v 6 L ( 11 95) GARAGE L < L% L LV Qftf q�� fr) L L FINISHED FLOOR L u L"Z;;) 04 0 ELEV. 12.12 L L ROOF ELEV. 20.04 L ( 11. 83)( 11 90) e�f 9.5' 00 23.7' L L $ L LO Lf L"jp L'41 L ( 11, 86 20.0' 4.1 ' CONC. 0 L% lz�l L6 ......... zp z;l � N) J, q;�=Lq� =E7�6 CONC. STEPS L_j 1-IF '1_5 61/ & WALK PROP&RTY f_lAAF Lj NOTES: 1.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/03/2001 A ND REFLECTS E Y 0 GENERALNOTES, CONDITIONS AS THEY EXISTED AT THAT TIME. C2 1. BEARINGS ARE BASED ON N/A 2.STRUCTURE NO. IN" SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST 2.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL A sSOCIATED 3URVEYORS INC DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. I DATED 4-17-1989 . DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY. NOT DETERMINED. ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3846 BLANDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 JACKSONVILLE. FLORIDA 3�;,l BY THIS SURVEY. 904-771-6468 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE PUBLIC TITLE RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, S. 'FECTTH ARCEL 3.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE TOPOGRAPHIC 0 " CERTIFICATE OF ALLTHORWIdlZWNb�:,LB 0005488 COVENANTS OR RESTRICTIONS THAT MAY AF IS P �) S v 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. INFORMATION ON THE SUBJECT PROPERTY. 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A I HEREBY CERT NE'1"�'NDER MY FLORIDA LICENSED SURVEYOR AND MAPPER. )0 E DIRECT SUPE Nb NI, UMI;�. ECHNICAL 4.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. STANDARDS j R I A T� :CHAPTER -e - GUY' k4CHOR LEGENDIAUREVIATIONS (R) - RECORD 611317 14 . 0 -SET OM PIPE OR REBAR MARKED P.C.- POINT OF CURVE (M)-MEASURED kill F.S. ASSOC. SURVEY " OR L13. 5488 P.T.-POINT OF TANGENCY A = CENTRAL 5.) THIS IS NOT A BOUNDARY SURVEY. BY: FOUND IRON PIN OR PIPE C/L CENTERLINE ANGLE yelc - Ill - FOUND CONCRETE MONUMENT I.P. - IRON PIPE OR PIN L -ARC LENGTH CHARLE E FLO FICATE NO. 3771 X - CROSS CUT OR DRILL HOLE R/W - RIGHT OF WAY R- RADIUS 6.) FOR COMPLETE BOUNDARY SURVEY OF PROPERTY, SEE SURVEY BY ASSOCIATED CHARL -IN 'D- 3" 4FICATE!,�NO. 4579 P.R.C.- POINT OF REVERSE CURVE W--W - WIRE FENCE 0 - WATER P.C.C.- POINT OF COMPOUND CURVE 11--D- WOOD FENCE METER RAYMON F FLOR RlTbATE* NO. 6132 SURVEYORS INC. JOB NO. 25249 AND 28655. B.R.L - BUILDING RESTRICTION LINE CONC.- CONCRETE G - WELL Ili-4 14 (ORB) - OFFICIAL RECORDS BOOK X-X-CHAINLINK FENCE - STREET JOB NO. giTcAr... PAT-5'1 lb 3-2 OOl (ORV) - OFFICIAL RECORDS VOLUME I-CL - U'TILITY POLE LIGHT L � V D�A. SCALE 1%=kl- -JACKSONVILLE ELECTRIC AUTHORITY -OU--OVERHEAD ununES J.E_k =1 line REVISIONS E3 Y -z 77 W A E z C3 3 2 y X 3 Z x 1-1 0 < 0 C E 10 V 0 0 5 > J i -b .1 5 'd = C3 < 4 0 C L 0 7;j 90 C 0 C i o 0 o 2 2 a 1 9 1 10 C6 0 LJ r 1 0 Q C 0 , V E EL '34 0 E C 0 0 E C -31 CL , y V 3 \T, 'N �: A C.9 . u A 0 - 0 o 00 60 s� 0 o 0 Ilk. C 10 z E E d x e; CL Q 0 Tj 0 I a C] In r. � A I I 1 -1 0 0 T- w 0 d a �i o 14 . I a - I i I F3 p -j — m 3: -2 " r '- 11 K v I a Y, 8 'r. i 8 i I, . gI = a i o 0 :3 E :3 0 C1 t6 E C ic ;; - 8 00 j 1A 2 — Q1 - ;.. I "E C] o E x go 0 ag z W; c x 0 o C, - -0 R o > 30- 8 o - m - %; U. 2 I E" 'w 0 § u C -10 - I'.- -. , 4 3 .3 r. r4l is \0 .2 0 & x u u .0 0 0 oz C w E 0 1 2 �6 a �' -2 < o ol rw3c"i A o" L 100"ry Ao% / 4, > K Cie A V) 0- 0 TE 3 o C, � A - - 3 1 i 0 < 0 LA. :3 0 c -El CL OR 10 02 -Z IL 0 i o E E a Z E C C C C C TZ 0 0 E -2 C V1 ou .5 IL CIA 1 03 -E 1 E, E E C 7 C 'o M 8 d r ZE j , I V I 1 0 C] 6 E %2 Q 0 " t C 0 3 r 5 11 z C u 0 0 GE. E E -2 ? x N 1 -0 0 u I E C -6 ZW . . ? h tz 1z A 3 1 E L C E 0 Ck 3 C z uj t Z E I j : � , - I � I IL > o a Lij cc; '.0 c,'*, E w Z I..- C 2C -s C ly J 30 v<2 a. o t C1 x Co 73� 5E 4 0. 1 44. ou te U I 'i E -S tc E 0 0 z C1 V -E C* Inc C P., z 0 LL. i U ! E E s in Cc 'n 3. C.. C Cr p H 2 0 V) 00 u -1 1 1 1 2 0 D 0 _0 0 r S,- 7= E c 0 s t ,,(- t - 3 0 z x K K 3 1 , 1 .5 C 4C I & A, 0 C Z E -C I's -t -T 0 C 8 1 -4 0 U- W� Cr > 2 .5y -z a 2z MM" I D- 7� T. 7 ro :1 P.- 3 4(o u -OL L 1 0 w tA ui C i o E 0 \U, 0 C E T fA z- 0 W 77- C z w 0 -Z 91 cc 9a 0 12 Lo 0 do a.- -f.r . 1 0 r CLUJ 0 7:3 vi C C 0 0 --7 "a x > I Olt- . 5 -Z z 0 -4 U z !� �3 -Z i I u -1 - I I j -1 .2 wA E o JK 0 %^ ? j 'o CL Cie Z . 0 1 1 r., C M 44 - . — -Z :; 0 E z C. A 0 z E ri - �- " a I o -0 V 0 ;t. C 'a & Z 7 ' ' ; < 1-2 1 > E _,u 3:� i c CC 2 z (x . :=�, E -1 s 2 > E ;= n s -- z - P ROVLP-n a R A WN 0 C E 'A .2 1 I .2 A- 7Z Tf -a -,. r, j 1 1 1 C. cz, I ? 8 z 0 0 C C FITLANTIC BEACH C -3 1 L16 g Ix E d - - 2 0 Z 2D 1 8 �L - E z 0 A C 13 1 o = 2 4; C so . t t, ? L 1 0 w -1 r 12 vo 0 > r C I u .0 a .. u z ag NG OFFICF- m I i s�"o: L 2 1 & ; CA: �: I Ic m 1 i m 2 -5 !! -1 - " t � -6 c E 0 E ;A 8 C:H E K E C) 0 CX < (5 a 'A < < A < All 'E :� % C Olt D" > W11 �A cc < > 16. r- < La < < z d D A L)A r E 0 0 a Id Z E gE i u u, CL -,C.AL U= El ry 0. H E E T _'M DESCRIPTION OF MATERIALS loll voll'"i 0 F 5"EETS REVISIONS . BY _7 13*0 -- --------- t-luj I;z e.PoF P il- 10 L) 's'-r tj-eT 7 10 pit- a 1z —A LL f 411%f"1-:0 1 T4 As 1< I T e5�H 15 �Ij E�l V 114.0 it H I ;z.rzei�z,-To I r4 el- F Ujo V, X Ell --d L,.&,Lj \ilz>r-zy YN Li tj r';�Fp"'so/ Nit) r-4 i:�-7 . 'E- c,0. —e,-L C6 LJ -T f F': -4 4- 7Z -4- _T_Z�7. r:;a Lj 14 V^-r 1'o t-j 2. I -re-H r-'o \'1A L_Lj of�- F,12.czj ez'-V I -*o% 71 -'\/At-LJ5� THE -r,.,::H to (P 7) wr2. uf vt o 0 o . 1 10 WA L '71 UP A I.-L_ CA F!;,I Eal. fzlelflal� MIME I I /4- Av15 77�_-, Lip , , -.1 t-4) e y. i�Z *0�7- I evTTzi 06r5i* SH rzL. V-so o� vvAI_L� JAV FRk- S �1 C L C VIM _z oil , 'W W1 X _M7 �Augv Pf q Tlz�"O�_ Co VJA,&-L- 7-0 17, T;"e L U I L T ST :7 ii'x ss" co t4aP,7;4 hj A r- 4N,e-i 4 e- L PRover) C174'F AT 1,,,gNTIC BEACII 13UIL OFFICE 4V JUN DRAWN s CHECKED gy. DATE SCALE . _T JOB NO. tj SHEET, 7/ L11JIT 4 f1j -7, OF SHEETS Ic 1--j-1 71 Ll T IF1 NA7WXM PWMTFA$r NO.186A-24x36 OjVT MAP SH ING BOUNDARY & SPECIFIC PURPOSE SURVEY OF I A t-J, ' - UNIT No. 1 - R-C-B-S CORPORATION LOT 7, NORTH AT 111'IC BEACH DETA;L 'A' A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. (NOT TO SCALE) PI N 2184476.146 PL.�AT BOOK 15, PAGE 10 E 374602.206 CCCO,;' ,AL "S UCT,ON CONTROL LINE 'R 1W C) CERTIFIED TO: 60 PROPERTY DANIEL B. NUNN LINE I DANZLER GROUP A-18 S,9456'OZ'W 0.55' (TIE LINE) 1/2' NOR a 1/2' PART OF LOT I GRAPHIC SCALE 20 0 10 20 40 80 A- IN FEET co I inch 20 f t. Lit LOT 8 0 1/2- m PEF. C:R. ai > La SA�a 1/2- REBAR x I N. 211'368 55 ASSOC. SUR�'EY N83'24'37"E 193.76� (M) E. 6.t-500 48 21 4314. SH'N'--E wcw N8324'37'E 162,70' (IJ) REBAR TO �P E 374610 1343 \ SUILDN-. EJ1.;"--Nm0 I i I I I LB 8 54 185 (EINCROA->-W04T) 1.8,5 0 0 31.05' 'N v) CIETA-M_ u- 0 Q C ONC. i I 5b.5- Lu < STEPS 59.3' "o I I STEP- 2 STORY WC30 SHINGLE RESIDENCE No. 1633 -1ETA'L 'ISHED FILOCR ELEV (23.705) 0 "C- co x Lu STros I u z Q� BRiCK LAND cc4u. 22 0' P.: cc S7E 6 L:K- < Q 20�0* A - C) 10 H STORY BLOCK tu GARA�;E m C:N!SHED PDCR .7 0 ELEV. 12.12 OC$r ELE1. 20.04- 0 z 3.7' -1 L x T5* 2 C� \0 Cr < 14'CCNC. e' 5 7' \20.0' 41 IL C-hc s=-ps 29.27' ip z \\-:EDGE CF 0.7' ODE BLOCK 1/2" FENCE ON EDGE OF NAI-1 z \Zli.i f BRICK NALL CN L;N�- ;E- :CR. < ASSCC. SJ�R,F S83*24'37'8 175 0 3 AR 70 P L3 5488 '_3 !488 14 21,34�74 337 S83'24'37"W 2C-.27' M N. :*25818.63 -9.133 E- a26500 39 E 3746,1 SEASCNAL I NA7,R LN-- x �c7m'- *3' ELEV 9-72 (NOT 10 SCALE) b+C0 LOT 6 2-00 4 21344-6 '45 4+00 4 -0.28* UNE E 374e,12 2C6 COASTAL I CCNST'RtC-,ICN I SKETCH OF CONTROLUNE I S84,56,03"'y 10.41. TPA\;--R. SE AND CONTROI k-r E UN E) A- L) 1/2' D;-'��RCVE c14 .a -0 N 2133562 < E 374,65.188 Cp N' 2134331 4�6 E 3744594.557 NJ 0 zj 1 -2 7'0' f' S88'51'23-,v N 2*84333 712 5 9971 S78 . 16' 04 2 17302- E 374807,555 N 2'3432 So E 374616.071 1 TRAvERSE -�A"ERSE 'i , NA;L NAIL S�,;3,ECT PROPERTY j45 r5 I L �ETA (NOT ro SC A AD 'USTED TR '�.V` SL-- 7'� B.S. F.S. ANGLE RIGHT DISTANCE DESCRIPTION q SET TEMPCRARY BENCHMARK N 2183625.2^,,) N 2184058.685 1 6 641 172'42'36" 131.04' TRAVERSE POIN I E 374829 5,3 E 37454713! "to z ELE'.rA`TCN 8�55) N.GV A C',L A Tr-D, - 0 "o FNI NA" 3c DiS 64 , 1 65 9 6 114.13' TRAVERSE POINT E83*51'21",V 58,90' K N 2-183631 495 t E 374888 078 BLS CU T A 19 AA-19 #1 w 1651064 661 256'35'30" 300.41' TRAVERSE POINT RV* 'n 2 6 -5 0 5 -3- 3.80' SIDE SHOT 4 :? Cn 13" =1 65 38 : 80*01 271.18P TRAVERSE POINT j 352",4'05" 1 89.22' SHOT V) I 7) 6-1 > 68 I IN\ 4 , 683.56' TRAVE-rRSE POIN 5 "'D Niop N 2183928.500 TLj E 374532.197 1 '-1 9 S" 45 1 ;5!3 1 421 113.02' 'RAVERSE POIN TI TRAI,SRSF 1" 100' i I 42 5 6 NAIL 7,4 z 1 169 .35'38" 8 6.16' TRAVERSE POINT #64 N 2'83903.517 E 374843.55 T-1 15'2 3'r)1 263.11' TRAVERSE POIN 8 6 i42L TR�',ZRSE NOTES: PI N 218342&857 NA!L E 374639.726 APPROVED CITY OF ATLANTIC BEACH 1.) BEARINGS AND COORDINATES SHOWN HEREON REFER TO TRANVEERSE 'mERCATOP 13UILDING OFFICE PROJECTIONS, FLORIDA EAST ZONE, N.A.D. 1972 AND ARE BASED ON MONUME11111TS JUN 2001 7/2-81-A18 AND 72-81-A19 A'S SHOWN ON MAPS PREPARED BY THE S7A TE TOPOGRAPHIC BUREAU, FLORIDA DEPARTMENT OF TRANSPORTATION TALLAHASSEE, FLORIDA. zo gy" 2.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/09/2000 AND REFLECTS CONDITIONS AS THEY EXISTED AT THAT TIME. G -i'19AL 24OT23i E. 1. SEARNCS ARE BASED CN SEE NOTE 1 SH.-,U,\; 7�-ItjS VER'I C L 2. E NO. 1 r) -3-SW:4�4 �4E7 E,'s -ES 47".1i -LOCO ZCNE v 3.1 ELEVATIONS (22.0) -AIR E E3 A.S ED-1 0 N NA T 10 NA L G E C'D E T i 0 A-,r X 11 FRCu FE.M.A- FLOOD VAPS PANEL -40, Yil;1: A TU,',/l A D . 1 G.V.D. 3. IS A S�,RrACE SLR'.Ev CNLY. EXTENT Cr UNCERGROUND P�C07,'JGS, 929. CONTR-! L-ENCH V-FRK 1' ' -118, B R D'S K 1AT-ED '44URVP-:"10j9 "" liNC. P,PES AND U%7ES, F ANY. NOT CE7- RV 5.C,' C 7 15tn 14 21828�'3 371 t-'k 's-s 0 C D 0 'CR T'ALLY SFNS;1',E A14EAS F ROUiND CONCRETE' '.IT 'r3 1 '53'- 271.18' - 0/ ANY. NOT LC-CA�,,:) 0 THE ER -3-8 E 37491-t.041 LAND a ENGINEERING SURVEYS 4 -UR'S0,CT!CqAL ANC, EN1,19CNVEN C E 3746 47. -47 BY 7-4;S SLRVEY. OF 511,54 TRA.VRSE 20.0' EAST TH E C E 0 F E,�S T COAST DR:VLE'. 19.76) 1929 =�915 CEDAR HILLS BOULC�ARD 5. THIS SUR1,EY NAS BASED CN LECAL 1,ESCR:PTIONS FURNISI,,ED AND THE PUBLIC N 2183562.374 TRA'.ERSE $9.22: NAIL wE E 37�tC65 188 N AIL JACKSONV!LLE, FLORIDA 32210 RECCROS '01ERE NOT SF-AR'-1-E0 91 THIS SURVEYOR FOR EA-SEVENTS. TITLES, CO' NANTS Ln RMJ2 OR RESTRICTIONS T�4AT MAY AFFECT -,HiS PARCEL. 06 904-771-6468 4.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE RELATIONSHIP OF THE N 218-3625.200 8. UNLESS OTHERWSE STATED ALL IRCU PIPES FOUND HAVE NO ZENTIFICAT'ION. COASTAL CONSTRUCTION CONTROL LINE AND OTHER PERTINANT TOPOGRAPHIC ALITC;O ZATI-'�"N& L9 0005488 7. NOT VAL10 WITHOUT THE SIGNATVRE ANO THE ORIGINAL RAISED SEAL OF A FLORIDA E 374829.518 CERTIFICATE OF Ri 0 AND MAPPER. ---SED SURVEYOR INFORMATION ON THE SUBJECT PROPERTY. 'Y,-'iY 0 Ell - GUY AN I HEF-EBY CERTIFY THIS SUP'ic- ' XS D N' � UNDER MY CHOR LEG-2-ND/AMEREVIATIONS (R) RECORD C7 0 - SET IRON PIPE (SIP) MARKED P.C. - POINT OF CURVE (M) MEASURED DIRE . SUPERNASION AND -MEED S THE,MItAMI-IM TECHNICAL *ASSCC. SURVEY* OR L.B. 5488 P.T. - POINT OF TANCENCY A CDCR-k Alaf 5.) THE COASTAL CONSTRUCTION CONTROL LINE WAS RECORDED IN MAP E300K "C", ST',N1..-1,RDS ;'OR LAND SLIR'11z'�ING 136RSO�:1-11j TO CHAPTER 0 - FOUND ;RON PIN OR PIPE (FIPJ C/L - CENTERLINE L ARC LENGTH -6. FLORIDA ADWNISTRAJJIDN CODE, '.HAPTER 472, n - FOUND CONCRETE UONLIMENT (FCM R/B - REBAR R RADIUS PAGES 72 THROUG--4 72�-i. SEE OFFICIAL RECORDS VOLUME 7,379, PAGES 61G1 F.S. PI X - CROSS CUT OR DRILL HOLE RI'N - RIGHT OF WAY C CHORD 1769, THTOUGH 1782, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, BY: �e P.R.C. - POINT OF REVERSE CURVE W-W- WIRE FENCE 22 WATER UETER A.M., 1992. CHARLES L. STARLING P.C.C.- POINT OF COMPOUND CURVE 0-0 - WOOD FE-�:E OW WELL 1/.) )-10�"�-,� 1, DATED JULY 23, 9: 12 N 2183488.357 FLORICA CERTIFICATE NO. 4579', B.R.L - BUILDING RESTRICTION LINE CONC- CONCRETE STRM LIGHT E 374689.726 (ORB) - OFRCtAL RECORDS BOOK X-X - CHAINUNK FENCE tr - ELECTRIC - UTILITY 6.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. JOB r�o. 25249 bATE (ORV) - OFFICIAL RECORDS VOLUME POLE TRANSFORMER SCALE 1 20' DRAFrER D. HETTRICK J.E-A. VaSOWLLE ELECTRIC ALJTW�My-OU- OVERHEAD UTILITIES PE - POOL EMOVID(T S X JL- ":s ovo C� p, r OjVT MAP SH ING BOUNDARY & SPECIFIC PURPOSE SURVEY OF I A t-J, ' - UNIT No. 1 - R-C-B-S CORPORATION LOT 7, NORTH AT 111'IC BEACH DETA;L 'A' A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. (NOT TO SCALE) PI N 2184476.146 PL.�AT BOOK 15, PAGE 10 E 374602.206 CCCO,;' ,AL "S UCT,ON CONTROL LINE 'R 1W C) CERTIFIED TO: 60 PROPERTY DANIEL B. NUNN LINE I DANZLER GROUP A-18 S,9456'OZ'W 0.55' (TIE LINE) 1/2' NOR a 1/2' PART OF LOT I GRAPHIC SCALE 20 0 10 20 40 80 A- IN FEET co I inch 20 f t. Lit LOT 8 0 1/2- m PEF. C:R. ai > La SA�a 1/2- REBAR x I N. 211'368 55 ASSOC. SUR�'EY N83'24'37"E 193.76� (M) E. 6.t-500 48 21 4314. SH'N'--E wcw N8324'37'E 162,70' (IJ) REBAR TO �P E 374610 1343 \ SUILDN-. EJ1.;"--Nm0 I i I I I LB 8 54 185 (EINCROA->-W04T) 1.8,5 0 0 31.05' 'N v) CIETA-M_ u- 0 Q C ONC. i I 5b.5- Lu < STEPS 59.3' "o I I STEP- 2 STORY WC30 SHINGLE RESIDENCE No. 1633 -1ETA'L 'ISHED FILOCR ELEV (23.705) 0 "C- co x Lu STros I u z Q� BRiCK LAND cc4u. 22 0' P.: cc S7E 6 L:K- < Q 20�0* A - C) 10 H STORY BLOCK tu GARA�;E m C:N!SHED PDCR .7 0 ELEV. 12.12 OC$r ELE1. 20.04- 0 z 3.7' -1 L x T5* 2 C� \0 Cr < 14'CCNC. e' 5 7' \20.0' 41 IL C-hc s=-ps 29.27' ip z \\-:EDGE CF 0.7' ODE BLOCK 1/2" FENCE ON EDGE OF NAI-1 z \Zli.i f BRICK NALL CN L;N�- ;E- :CR. < ASSCC. SJ�R,F S83*24'37'8 175 0 3 AR 70 P L3 5488 '_3 !488 14 21,34�74 337 S83'24'37"W 2C-.27' M N. :*25818.63 -9.133 E- a26500 39 E 3746,1 SEASCNAL I NA7,R LN-- x �c7m'- *3' ELEV 9-72 (NOT 10 SCALE) b+C0 LOT 6 2-00 4 21344-6 '45 4+00 4 -0.28* UNE E 374e,12 2C6 COASTAL I CCNST'RtC-,ICN I SKETCH OF CONTROLUNE I S84,56,03"'y 10.41. TPA\;--R. SE AND CONTROI k-r E UN E) A- L) 1/2' D;-'��RCVE c14 .a -0 N 2133562 < E 374,65.188 Cp N' 2134331 4�6 E 3744594.557 NJ 0 zj 1 -2 7'0' f' S88'51'23-,v N 2*84333 712 5 9971 S78 . 16' 04 2 17302- E 374807,555 N 2'3432 So E 374616.071 1 TRAvERSE -�A"ERSE 'i , NA;L NAIL S�,;3,ECT PROPERTY j45 r5 I L �ETA (NOT ro SC A AD 'USTED TR '�.V` SL-- 7'� B.S. F.S. ANGLE RIGHT DISTANCE DESCRIPTION q SET TEMPCRARY BENCHMARK N 2183625.2^,,) N 2184058.685 1 6 641 172'42'36" 131.04' TRAVERSE POIN I E 374829 5,3 E 37454713! "to z ELE'.rA`TCN 8�55) N.GV A C',L A Tr-D, - 0 "o FNI NA" 3c DiS 64 , 1 65 9 6 114.13' TRAVERSE POINT E83*51'21",V 58,90' K N 2-183631 495 t E 374888 078 BLS CU T A 19 AA-19 #1 w 1651064 661 256'35'30" 300.41' TRAVERSE POINT RV* 'n 2 6 -5 0 5 -3- 3.80' SIDE SHOT 4 :? Cn 13" =1 65 38 : 80*01 271.18P TRAVERSE POINT j 352",4'05" 1 89.22' SHOT V) I 7) 6-1 > 68 I IN\ 4 , 683.56' TRAVE-rRSE POIN 5 "'D Niop N 2183928.500 TLj E 374532.197 1 '-1 9 S" 45 1 ;5!3 1 421 113.02' 'RAVERSE POIN TI TRAI,SRSF 1" 100' i I 42 5 6 NAIL 7,4 z 1 169 .35'38" 8 6.16' TRAVERSE POINT #64 N 2'83903.517 E 374843.55 T-1 15'2 3'r)1 263.11' TRAVERSE POIN 8 6 i42L TR�',ZRSE NOTES: PI N 218342&857 NA!L E 374639.726 APPROVED CITY OF ATLANTIC BEACH 1.) BEARINGS AND COORDINATES SHOWN HEREON REFER TO TRANVEERSE 'mERCATOP 13UILDING OFFICE PROJECTIONS, FLORIDA EAST ZONE, N.A.D. 1972 AND ARE BASED ON MONUME11111TS JUN 2001 7/2-81-A18 AND 72-81-A19 A'S SHOWN ON MAPS PREPARED BY THE S7A TE TOPOGRAPHIC BUREAU, FLORIDA DEPARTMENT OF TRANSPORTATION TALLAHASSEE, FLORIDA. zo gy" 2.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/09/2000 AND REFLECTS CONDITIONS AS THEY EXISTED AT THAT TIME. G -i'19AL 24OT23i E. 1. SEARNCS ARE BASED CN SEE NOTE 1 SH.-,U,\; 7�-ItjS VER'I C L 2. E NO. 1 r) -3-SW:4�4 �4E7 E,'s -ES 47".1i -LOCO ZCNE v 3.1 ELEVATIONS (22.0) -AIR E E3 A.S ED-1 0 N NA T 10 NA L G E C'D E T i 0 A-,r X 11 FRCu FE.M.A- FLOOD VAPS PANEL -40, Yil;1: A TU,',/l A D . 1 G.V.D. 3. IS A S�,RrACE SLR'.Ev CNLY. EXTENT Cr UNCERGROUND P�C07,'JGS, 929. CONTR-! L-ENCH V-FRK 1' ' -118, B R D'S K 1AT-ED '44URVP-:"10j9 "" liNC. P,PES AND U%7ES, F ANY. NOT CE7- RV 5.C,' C 7 15tn 14 21828�'3 371 t-'k 's-s 0 C D 0 'CR T'ALLY SFNS;1',E A14EAS F ROUiND CONCRETE' '.IT 'r3 1 '53'- 271.18' - 0/ ANY. NOT LC-CA�,,:) 0 THE ER -3-8 E 37491-t.041 LAND a ENGINEERING SURVEYS 4 -UR'S0,CT!CqAL ANC, EN1,19CNVEN C E 3746 47. -47 BY 7-4;S SLRVEY. OF 511,54 TRA.VRSE 20.0' EAST TH E C E 0 F E,�S T COAST DR:VLE'. 19.76) 1929 =�915 CEDAR HILLS BOULC�ARD 5. THIS SUR1,EY NAS BASED CN LECAL 1,ESCR:PTIONS FURNISI,,ED AND THE PUBLIC N 2183562.374 TRA'.ERSE $9.22: NAIL wE E 37�tC65 188 N AIL JACKSONV!LLE, FLORIDA 32210 RECCROS '01ERE NOT SF-AR'-1-E0 91 THIS SURVEYOR FOR EA-SEVENTS. TITLES, CO' NANTS Ln RMJ2 OR RESTRICTIONS T�4AT MAY AFFECT -,HiS PARCEL. 06 904-771-6468 4.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE RELATIONSHIP OF THE N 218-3625.200 8. UNLESS OTHERWSE STATED ALL IRCU PIPES FOUND HAVE NO ZENTIFICAT'ION. COASTAL CONSTRUCTION CONTROL LINE AND OTHER PERTINANT TOPOGRAPHIC ALITC;O ZATI-'�"N& L9 0005488 7. NOT VAL10 WITHOUT THE SIGNATVRE ANO THE ORIGINAL RAISED SEAL OF A FLORIDA E 374829.518 CERTIFICATE OF Ri 0 AND MAPPER. ---SED SURVEYOR INFORMATION ON THE SUBJECT PROPERTY. 'Y,-'iY 0 Ell - GUY AN I HEF-EBY CERTIFY THIS SUP'ic- ' XS D N' � UNDER MY CHOR LEG-2-ND/AMEREVIATIONS (R) RECORD C7 0 - SET IRON PIPE (SIP) MARKED P.C. - POINT OF CURVE (M) MEASURED DIRE . SUPERNASION AND -MEED S THE,MItAMI-IM TECHNICAL *ASSCC. SURVEY* OR L.B. 5488 P.T. - POINT OF TANCENCY A CDCR-k Alaf 5.) THE COASTAL CONSTRUCTION CONTROL LINE WAS RECORDED IN MAP E300K "C", ST',N1..-1,RDS ;'OR LAND SLIR'11z'�ING 136RSO�:1-11j TO CHAPTER 0 - FOUND ;RON PIN OR PIPE (FIPJ C/L - CENTERLINE L ARC LENGTH -6. FLORIDA ADWNISTRAJJIDN CODE, '.HAPTER 472, n - FOUND CONCRETE UONLIMENT (FCM R/B - REBAR R RADIUS PAGES 72 THROUG--4 72�-i. SEE OFFICIAL RECORDS VOLUME 7,379, PAGES 61G1 F.S. PI X - CROSS CUT OR DRILL HOLE RI'N - RIGHT OF WAY C CHORD 1769, THTOUGH 1782, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, BY: �e P.R.C. - POINT OF REVERSE CURVE W-W- WIRE FENCE 22 WATER UETER A.M., 1992. CHARLES L. STARLING P.C.C.- POINT OF COMPOUND CURVE 0-0 - WOOD FE-�:E OW WELL 1/.) )-10�"�-,� 1, DATED JULY 23, 9: 12 N 2183488.357 FLORICA CERTIFICATE NO. 4579', B.R.L - BUILDING RESTRICTION LINE CONC- CONCRETE STRM LIGHT E 374689.726 (ORB) - OFRCtAL RECORDS BOOK X-X - CHAINUNK FENCE tr - ELECTRIC - UTILITY 6.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. JOB r�o. 25249 bATE (ORV) - OFFICIAL RECORDS VOLUME POLE TRANSFORMER SCALE 1 20' DRAFrER D. HETTRICK J.E-A. VaSOWLLE ELECTRIC ALJTW�My-OU- OVERHEAD UTILITIES PE - POOL EMOVID(T S X JL- ":s ovo C� p, r REVISIONS . BY _7 13*0 -- --------- t-luj I;z e.PoF P il- 10 L) 's'-r tj-eT 7 10 pit- a 1z —A LL f 411%f"1-:0 1 T4 As 1< I T e5�H 15 �Ij E�l V 114.0 it H I ;z.rzei�z,-To I r4 el- F Ujo V, X Ell --d L,.&,Lj \ilz>r-zy YN Li tj r';�Fp"'so/ Nit) r-4 i:�-7 . 'E- c,0. —e,-L C6 LJ -T f F': -4 4- 7Z -4- _T_Z�7. r:;a Lj 14 V^-r 1'o t-j 2. I -re-H r-'o \'1A L_Lj of�- F,12.czj ez'-V I -*o% 71 -'\/At-LJ5� THE -r,.,::H to (P 7) wr2. uf vt o 0 o . 1 10 WA L '71 UP A I.-L_ CA F!;,I Eal. fzlelflal� MIME I I /4- Av15 77�_-, Lip , , -.1 t-4) e y. i�Z *0�7- I evTTzi 06r5i* SH rzL. V-so o� vvAI_L� JAV FRk- S �1 C L C VIM _z oil , 'W W1 X _M7 �Augv Pf q Tlz�"O�_ Co VJA,&-L- 7-0 17, T;"e L U I L T ST :7 ii'x ss" co t4aP,7;4 hj A r- 4N,e-i 4 e- L PRover) C174'F AT 1,,,gNTIC BEACII 13UIL OFFICE 4V JUN DRAWN s CHECKED gy. DATE SCALE . _T JOB NO. tj SHEET, 7/ L11JIT 4 f1j -7, OF SHEETS Ic 1--j-1 71 Ll T IF1 NA7WXM PWMTFA$r NO.186A-24x36 =1 line REVISIONS E3 Y -z 77 W A E z C3 3 2 y X 3 Z x 1-1 0 < 0 C E 10 V 0 0 5 > J i -b .1 5 'd = C3 < 4 0 C L 0 7;j 90 C 0 C i o 0 o 2 2 a 1 9 1 10 C6 0 LJ r 1 0 Q C 0 , V E EL '34 0 E C 0 0 E C -31 CL , y V 3 \T, 'N �: A C.9 . u A 0 - 0 o 00 60 s� 0 o 0 Ilk. C 10 z E E d x e; CL Q 0 Tj 0 I a C] In r. � A I I 1 -1 0 0 T- w 0 d a �i o 14 . I a - I i I F3 p -j — m 3: -2 " r '- 11 K v I a Y, 8 'r. i 8 i I, . gI = a i o 0 :3 E :3 0 C1 t6 E C ic ;; - 8 00 j 1A 2 — Q1 - ;.. I "E C] o E x go 0 ag z W; c x 0 o C, - -0 R o > 30- 8 o - m - %; U. 2 I E" 'w 0 § u C -10 - I'.- -. , 4 3 .3 r. r4l is \0 .2 0 & x u u .0 0 0 oz C w E 0 1 2 �6 a �' -2 < o ol rw3c"i A o" L 100"ry Ao% / 4, > K Cie A V) 0- 0 TE 3 o C, � A - - 3 1 i 0 < 0 LA. :3 0 c -El CL OR 10 02 -Z IL 0 i o E E a Z E C C C C C TZ 0 0 E -2 C V1 ou .5 IL CIA 1 03 -E 1 E, E E C 7 C 'o M 8 d r ZE j , I V I 1 0 C] 6 E %2 Q 0 " t C 0 3 r 5 11 z C u 0 0 GE. E E -2 ? x N 1 -0 0 u I E C -6 ZW . . ? h tz 1z A 3 1 E L C E 0 Ck 3 C z uj t Z E I j : � , - I � I IL > o a Lij cc; '.0 c,'*, E w Z I..- C 2C -s C ly J 30 v<2 a. o t C1 x Co 73� 5E 4 0. 1 44. ou te U I 'i E -S tc E 0 0 z C1 V -E C* Inc C P., z 0 LL. i U ! E E s in Cc 'n 3. C.. C Cr p H 2 0 V) 00 u -1 1 1 1 2 0 D 0 _0 0 r S,- 7= E c 0 s t ,,(- t - 3 0 z x K K 3 1 , 1 .5 C 4C I & A, 0 C Z E -C I's -t -T 0 C 8 1 -4 0 U- W� Cr > 2 .5y -z a 2z MM" I D- 7� T. 7 ro :1 P.- 3 4(o u -OL L 1 0 w tA ui C i o E 0 \U, 0 C E T fA z- 0 W 77- C z w 0 -Z 91 cc 9a 0 12 Lo 0 do a.- -f.r . 1 0 r CLUJ 0 7:3 vi C C 0 0 --7 "a x > I Olt- . 5 -Z z 0 -4 U z !� �3 -Z i I u -1 - I I j -1 .2 wA E o JK 0 %^ ? j 'o CL Cie Z . 0 1 1 r., C M 44 - . — -Z :; 0 E z C. A 0 z E ri - �- " a I o -0 V 0 ;t. C 'a & Z 7 ' ' ; < 1-2 1 > E _,u 3:� i c CC 2 z (x . :=�, E -1 s 2 > E ;= n s -- z - P ROVLP-n a R A WN 0 C E 'A .2 1 I .2 A- 7Z Tf -a -,. r, j 1 1 1 C. cz, I ? 8 z 0 0 C C FITLANTIC BEACH C -3 1 L16 g Ix E d - - 2 0 Z 2D 1 8 �L - E z 0 A C 13 1 o = 2 4; C so . t t, ? L 1 0 w -1 r 12 vo 0 > r C I u .0 a .. u z ag NG OFFICF- m I i s�"o: L 2 1 & ; CA: �: I Ic m 1 i m 2 -5 !! -1 - " t � -6 c E 0 E ;A 8 C:H E K E C) 0 CX < (5 a 'A < < A < All 'E :� % C Olt D" > W11 �A cc < > 16. r- < La < < z d D A L)A r E 0 0 a Id Z E gE i u u, CL -,C.AL U= El ry 0. H E E T _'M DESCRIPTION OF MATERIALS loll voll'"i 0 F 5"EETS MAP SHOWING PARTIAL TOPOGRAPHIC SURVEY OF LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. WOOD SHINGLE WOOD SHINGLE BUILDING BUILDING ( I Ix 96) ( 12, 00) (ENCROACHMENT) 0 1 1 0 c/) ,,,-PROPERTY 41AJE ( I Ix 96) �lkl ( 11, 94 0-0=- _n n-n-n- LN 4 L'q;�L4_" 1 .1 . CONC. Llt3l ( 11, 91) L% FA__ c' d; ( I Ix 94) L L L 6 tK LN --) 'e�l 59.3' L 1 1 Ix 94) L BENCHMARK j 4- -�p '�� 'q Q X-CUTIN CONC. ( 11 94) L L L Z ELEVATION 11.865 7 W sp calf LU 9,5) a) 2 STORY WOOD SHINGLE Q: ( 11. ( 11 90) 0c IT mm� LN RESIDENCE No. 1633 L% el L, L eV L ctf Q� L L%0�1 lz��) le�) p L L L FINISHED FLOOR ELEV. (23.705) 00 1 ix 93) 'TE_ S s p CIA %�x FS --T L L Cc "CR L L�� -1 /- BRICK LANDING rzp 6 ( 11, 92) 'Z� L 22.0' & STEPS op FL�lx�l T. t L x fv - I ff LF-1 v L - Fl Fl L -1 F" 1 I Ix 94) 0�77�77t_)=,zt' L% 20.0' CL) I Ix 17) L L Toe_�� 'Z� LIZV-LIL 1 STORY BLOCK 01151 6zp =1 211 L Z;p e?� tK Ll 61v 6 L ( 11 95) GARAGE L < L% L LV Qftf q�� fr) L L FINISHED FLOOR L u L"Z;;) 04 0 ELEV. 12.12 L L ROOF ELEV. 20.04 L ( 11. 83)( 11 90) e�f 9.5' 00 23.7' L L $ L LO Lf L"jp L'41 L ( 11, 86 20.0' 4.1 ' CONC. 0 L% lz�l L6 ......... zp z;l � N) J, q;�=Lq� =E7�6 CONC. STEPS L_j 1-IF '1_5 61/ & WALK PROP&RTY f_lAAF Lj NOTES: 1.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/03/2001 A ND REFLECTS E Y 0 GENERALNOTES, CONDITIONS AS THEY EXISTED AT THAT TIME. C2 1. BEARINGS ARE BASED ON N/A 2.STRUCTURE NO. IN" SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST 2.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL A sSOCIATED 3URVEYORS INC DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. I DATED 4-17-1989 . DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY. NOT DETERMINED. ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3846 BLANDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 JACKSONVILLE. FLORIDA 3�;,l BY THIS SURVEY. 904-771-6468 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE PUBLIC TITLE RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, S. 'FECTTH ARCEL 3.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE TOPOGRAPHIC 0 " CERTIFICATE OF ALLTHORWIdlZWNb�:,LB 0005488 COVENANTS OR RESTRICTIONS THAT MAY AF IS P �) S v 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. INFORMATION ON THE SUBJECT PROPERTY. 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A I HEREBY CERT NE'1"�'NDER MY FLORIDA LICENSED SURVEYOR AND MAPPER. )0 E DIRECT SUPE Nb NI, UMI;�. ECHNICAL 4.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. STANDARDS j R I A T� :CHAPTER -e - GUY' k4CHOR LEGENDIAUREVIATIONS (R) - RECORD 611317 14 . 0 -SET OM PIPE OR REBAR MARKED P.C.- POINT OF CURVE (M)-MEASURED kill F.S. ASSOC. SURVEY " OR L13. 5488 P.T.-POINT OF TANGENCY A = CENTRAL 5.) THIS IS NOT A BOUNDARY SURVEY. BY: FOUND IRON PIN OR PIPE C/L CENTERLINE ANGLE yelc - Ill - FOUND CONCRETE MONUMENT I.P. - IRON PIPE OR PIN L -ARC LENGTH CHARLE E FLO FICATE NO. 3771 X - CROSS CUT OR DRILL HOLE R/W - RIGHT OF WAY R- RADIUS 6.) FOR COMPLETE BOUNDARY SURVEY OF PROPERTY, SEE SURVEY BY ASSOCIATED CHARL -IN 'D- 3" 4FICATE!,�NO. 4579 P.R.C.- POINT OF REVERSE CURVE W--W - WIRE FENCE 0 - WATER P.C.C.- POINT OF COMPOUND CURVE 11--D- WOOD FENCE METER RAYMON F FLOR RlTbATE* NO. 6132 SURVEYORS INC. JOB NO. 25249 AND 28655. B.R.L - BUILDING RESTRICTION LINE CONC.- CONCRETE G - WELL Ili-4 14 (ORB) - OFFICIAL RECORDS BOOK X-X-CHAINLINK FENCE - STREET JOB NO. giTcAr... PAT-5'1 lb 3-2 OOl (ORV) - OFFICIAL RECORDS VOLUME I-CL - U'TILITY POLE LIGHT L � V D�A. SCALE 1%=kl- -JACKSONVILLE ELECTRIC AUTHORITY -OU--OVERHEAD ununES J.E_k DETAIL 'E' DETAIL 'r DETAIL'A' DETAIL 'Ir DETAL 'D' (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALO (NOT TO SCALE) (NOT TO SCALE) MAP SHOWING BOUNDARY & SPECIFIC PURPOSE SURVEY OF > 0 WOOD WOOD SHINGLE SHINGLE COASTAL M BUILDING 01 BUILDING U 1/2' I.P. LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S, CORPORATION, AS RECORDED IN CONsTRuc"nON M Av CONTROL LINE N 2184476.1 t. W 1/2- I.P. REFERENCE PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. P1 E 374602.2046'6 REFERENCE LB Wa LB 5488 PROPERTY PROPERTY PROPERTY RIW LINE UNE .4 NO LINE 1 1.0, LINE PROPERTY I I I -0.85 EAVES 0.2' C)ROPERTY A-18 4"SEWER PIPE- (1! 11 S84"56'03*W 0.55' -4 EAVES 0% LINE 1 (TIE LINE) 1.56 7 city ':BLOCK WALL 0.65 BLOCK WALL 0.65 0.3 plmkv and ZW" >0 This spprMl Va. 0 Plow Vdm'=Iand zoning, Subdivision and attlef to A. I,bull does rAt conStiltutS development regulatIOM 8 Of pefn*& Compliance approval for the IsSuano - if applicable with Florida Buflding Code and OR Oft 1/2- local, state and Federal Fermlit" requirements must be verified try a naturOOfthO ofAllantlo Beach Building I FW to GIs 1/2* NORTH Building Permit. Approved W. -am-munl*jDeyelopmentl OEM PART OF LOT 9 ID a to: - - - - - - - - - - - - - - - - - - - z GRAPHIC SCALE .0 -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 0 10 20 40 80 IN FEET LOT 8 1 inch 20 ft 1/2- IP REF. COR. Le 5486 1/2- REBAR N. 2125868.55 ASSOC SURVEY N83*24'37"E 193.76' (M) E. 626500.4a Le iii�i NS3-24-37-E 162.70- (M) REBAR TO IP N 21WI4.185 WOOD SHINGLE E 374610.043 BUILDING DETAIL-r WLDI"I'�' OC�IA.Ll' 31.05' DET,1&'A' 3150, 1 50.00' OT AIL 'C� -------I-U-U 6ONC: z A 0.3 / I Uj LSTEPS 44"1 LLJ 6 Go Uj 2 STORY WOOD SHINGLE RESIDENCE No. 1633 j Ir Ax FINISHED FLOOR ELEV. (23.705) 0!ZI 0 _j .4- Cb 0 DETAIL'B" STEPS I . . . a . . (NOT TO SCALE) C z 7- BRICK LANDING ONC ------ 22.0' & STEPS A _j or 20.0' 4q CID 04 I STORY BLOCK 4 PROPERTY GARAGE !2 di LINE oi FINISHED FLOOR ELEV. 12.12 z 5R ZOOF ELEV. 20.04 9.5' 23.r 0 COASTAL C, 2-0, cy -0 7' CONSTRUCTION 1 \20.0' blii� 5.-r. 50.00' CONTROL LINE I 11;31;011�1 'OET,� \ - - _j 29.2'r (TIE LINE) 45.4� 50.00' /DETAIL 1/2* IP S84-56'03'W 10.41 _STEPt I _iT,7_7 I Z' REPAR DETAL EDGE OF O.r WIDE BLOCK FENCE ON EDGE OF W)1�11 A 19 ASSOC. S)RVEY DETAIL-�84 'H' & BRICK WALL ON LINE' REF. COR. LB 5488 Pi LB 5483 DETAIL, S8324'37'W 175.00' (M) REBAR TO IP N. 2125811163 N 218427t.987 E 374609 583 E. 626500.39 S83e24'37"W 204.27' (M) SEASONAL HIGH WATER LINE ± 0+00 LOT 6 ELEV. 9.72 6j 1+00 z 2+00 3+00 DETAIL 'G* N 2184475.146 4+00 4+40.28' (NOT To SCALE) E 374602.206 Pi SKETCH OF L4 9 V) rn r; BLOCK\ TRAVERSE AND CONTROL r-4 > GARAGE 1/2* DETAIL A-ia ON (NOT TO SCALE) DEGROVE 4603 DETAIL"X N 2163582.374 LINE 5.7' V) < (NOT TO SCALE) E 374065.188 8 DETAIL 'I' CONCREA 1.3* 0 1 (NOT TO SCALE) I N 2164331.456 1 0 1 E 374694.657 STEPS -41 . I 1 2 ; 1 *9 c TRAVERSE 0 1/2- I.P. 0 ;0 z 1 '01 W NAIL S8"1'2rw N 2184333.712 REFERENCE x 2 rn PROPERTY X rn S7B17 #42 LINE LB 5488 ABOVE GROUND FI N 2184325.9971 1 56.38' 113-02' E 374807.655 ELECTRIC AND A E 374816.071 TRAVERSE 1/2" REBAR /PROPERTY WATER LINES ELECTRICP\ TRAVERSE I LIN NAIL ASSOC. SUR. E OUTLET NAIL SUBJECT PROPERTY #45 L.B. 5488 1/2- I.P. PROPERTY :11 #6 REFERENCE LINE I 2.0'r 0.65 �LOCA_,JALO\ r� iA LB 5488 A PROPERTY LINE - 02 ON 0 1 1 z 0.65 BLOCK WALL LINE 2 1 1 M I I M1 I M I / M L-i F4 \j 6.65 BLOCK I WALL r::�I I 1/2" I.P. )? REFERENCE In LB 5488 W ADJUSTED TRAVERSE TION z 7'� B.S. F.S. ANGLE RIGHT DISTANCE DESCRIP N 2153625.200 1 6 64 172*42'36" 131.04' TRAVERSE POINT N 218405a.685 E 374829.518 (CALCULATED) E 374547.131 10 A Sa3'3l*2l'W 5&90' FND. NAIL & DISK 64 1 65 96-06'02" 114.13' TRAVERSE POINT N 2183631.496 BILS 3872 E 374Wa.078 #1 Uj 65 64 66 256'35'30" 300.41' TRAVERSE POINT A-19 19 RMf2 U CT :? P In 66 65 A-18 266*45'36" 583.80' SIDE SHOT 66 65 68 80*04'43" 2 71.18' TRAVERSE POINT A-19 T V) 68 66 R #2 352*14'05" 89.22' SIDE SHOT e, < - 0 e�#9 ju NORTH 68 66 45 91*47'50 688.56' TRAVERSE POINT N 2183928.500 E 374532.1'97 45 66 42 97'44'40" 113.02' TRAVERSE POINT TRAVERSE 1" 100' NAIL z #64 0 114.1j. 2 45 6 169*3538" 86.16' TRAVERSE POINT N 2183903.517 E6 42 1 115*23'01" 263.11' TRAVERSE POINT E 374643.558 TRAVERSE NOTES: PI IN 2183488.857 NAIL E 374689.726 #65 1.) BEARINGS AND COORDINATES SHOWN HEREON REFER TO TRANVERSE MERCATOR PROJECTIONS, FLORIDA EAST ZONE, N.A.D. 1972 AND ARE BASED ON MONUMENTS g 72-81-A18 AND 72-81-A19 AS SHOWN ON MAPS PREPARED BY THE STATE TOPOGRAPHIC BUREAU, FLORIDA DEPARTMENT OF TRANSPORTATION TALLAHASSEE, FLORIDA. 2.) THIS SURVEY SHOWN HEREON WAS PERFORMED 9-5-2001 AND REFLECTS P.I. PONT OF INTERSECTION CONDITIONS AS THEY EXISTED AT THAT TIME. q E Y 0 GENERAL NOTES: S 1. W-ARINGS ME BASED ON SEE NOTEI 3.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL 2. STRUCftM NO. I M SHOM MtEON UES WM ZONE X _81im"We", FROM F.E.M.A. FLOOD MAPS PANEL NO. DATM DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A A S85'59'46'w sa,3.8- N 2183603.137 N 2183653.418 ASSOCIATED -SURVEYOR3 INC. I THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND-FOCTINM ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3*E 271.15* Q PIPES AND UTILITIES. IF ANY. NOT DETERMINED. E 374847.583 H79*15*5 57 E 374914.041 LAND & ENGINEERING SURVEYS 4. JJPJSDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY. NOT LOCATED A-18 ,�,-vj W 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 A-S 704 TRAWJRSE BY THIS SURVEY. N 21835OZ374 TRAVERSE B9.227 NAIL 5915 CEDAR HILLS BOULEVARD THIS SURVEY WAS BASED ON LEGAL DESCRPTIONS FURNISHED AND THE PUBLIC E 374065.188 NAIL A-19 #68 JACKSONVILLE, FLORIDA 32210 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. ITTLES. COVENANTS wo,\ 904-71176468 OR RESTRICTIONS THAT WAY AFFECT THIS PARCEL. #68 RM1#2 VS 4.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE RELATIONSHIP OF THE N 218362,5.200 6. UNLESS OTHERWISE STATM ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. COASTAL CONSTRUCTION CONTROL LINE AND OTHER PERTINANT TOPOGRAPHIC E 374829.518 0 CERTIFiCATE,_'OF'.Ah;�kTliDN NO. LB 0005488 7. NOT VAUD WITHOUT THE SIGNATURE AND THE ORKMAL RAISED SE& OF,A FLORIDA LICENSED SURVEYM AND MAPPER. INFORMATION ON THE SUBJECT PROPERTY. I HEREBY CERTIFY QN E UNDER MY -4 - GUY ANCHOR LEGENDIIIAIIIIIIIIIII1119MTIONS (R) RECORD DIRECT SUPERVISI VE t HNICAL 0 - SET IRON PIPE (SIP) MARKED P.C. - POtNT OF CURVE (M) MEASM 5.) THE COASTAL CONSTRUCTION CONTROL LINE WAS RECORDED IN MAP BOOK "C'.. STANDARDS FOR HAPTER *ASSOC, SURVEY" OR L.B. 54aS P.T. - POINT OF TANGENCY A CDIM%.NW 61G17- , FLORID. " 0 - FOUND IRON PIN OR PIPE (FPJ C/L - CENTERLINE L ARC UNM PAGES 72 THROUGH 72H. SEE OFFICIAL RECORDS VOLUME 7379, PAGES PI R �1�72, F.S. Is - FDUhID CONCRETE MONUMENT (FCM R/B - REBAR R RADIUS 1769, THTOUGH 1782, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, X - CROSS CUT OR DRILL HOLE R/W - MHT OF WAY C CHORD 13Y. P.R-C.- POINT OF REVERSE CURVE W - WIRE FENCE WAM METER CHARLES L P.C.C.- POINT OF COMPOUND CURVE 0-0 - WOOD FENCE w WELL E 3748ag.726 S.R.L. - BUILDING RESTRICTIOM LINE CONC- CONCRETE SIREEI 1.017 DATED JULY 23, 9: 12 A.M., 1992. N 2183488.857 FLORIDA CERTIFIMNO- 7 6.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. JOB NO. 25249,', 26fift D 001 (ORB) - OFFICIAL RECORDS BOOK x-x - CHAINLINK FENCE ELECTRIC If (ORV) . OFFICIAL RECORDS VOLUME -0..) - UTILITY POLE TRANSFORMER SCALE: 1" 20 ER ICK, M.D.C. J.E-k -JACASDRV!U.E ELECIRIC AffHORITY-OU- - OVEl?HEAD UTILITIES PE POOL MAWO COASTAL PR PEI 0 N U _56-03 (TIE U C"t 9.5. CON UC'n,. CON M uI AA L ON UNE &L7'm T112- REBA WATER AS7C - SU 548Z IN �kE LA14Y 7116"STRUCTURAL POOF SHEATHING 1/2" x 8" ANCHOR BOLTS OR 2x4 OUTRIGGER(u)48"oc, ALL NIEMBERS SHALL BE SYP W 1 #5 VERTICAL IN FILLED CELLS,ONLY 1/2" x 6" WEDGE BOLTS 0 BLOCKING REQUIRED BETWEEN OUTRIGGERS -STRUCTURAL NOTES ONE MUST BE TIED AT FOUNDATION, 24" HURRICANE CUP H-25 OR EQUAL z SIMPSON A'35 @ 48"m 1. HOOD FRAMIN& 5HALL COMPLY NITH SECTION 23 OF THE LATEST APPROVED ADDITION OF THE 5BC CODE. W FILL CORNER WITH MORTAR OR GROUT. GABLE END 2x4 BARGE RAFTER CONT. 2. ALL LAP5 IN TOP PLATE OF BEARIN& NALL55HALL BE X X SHINGLE STRIP A MINIMUM OF 4'-0" AND NAILED NITH 12- 16d COM NAILS OR 16- 3"x .131" C-UN NAILS. U) #�5 CUNT IN LINTEL COURSE, 2 X PT STUD FASCIA 3. ALL 6ABLE EN055HALL BE BALLOON FRAMED OR W 2A4 SCAB CONT.TOP TO EOYTTC�0 TOP CHORD OF GABLE END TRUSS BRACED PER DETAIL. CHORD @ 87RO'M GA13LE DROP 3 112' Of A 3-12d NAILS TYPICAL AT 4. ALL SHEARNALL5 SHALL BE NAILED AT 3" oc. OR (b" oc. SST-SPH4/6 X-BRACING CONT.2x4 SCAB FROM TOP 10 (AS NOTED) ON ALL EDOE5 AND 12" oc. INTERMEDIATE z [IPTI [IN I POTTON1 CHORD @ X-BRACING Pq/ e)d COM NAILS 4).O.N) 13LOCK ALL UNSUPPORTED TOP AND BOTTOM 2x4 SCAB IF VERT.YVEB IS NOT (PROVIDE ADDITIONAL b-A's-P E06E5 Y41TH 2x4 FLATNISE BLOCKIN6. 5HEARNALL5 z PRESENT '1ERTICi,L IF HIGHERTHAN 4B", 5HALL BE 15/32" COX OR 1/16" OSB. (U.O.N.) TO FORMAN"r SHAPE.) , STUDS TO DOUBLE TOP PLATE W 5. STRAP HEADER CONI-.2y.4x8'#2SYPLAIERAL TOE NAIL TRUSS TO DOUBLE SPH4/6 AT EACH ENID OF HEADER AND NAIL Pq/ 12- 10d BRACE@,4,9-oc. PLATE wl 16d COM 0 ToC. x 1 1/2 NAILS OR 12- .131"x 2 112" 6AJN NAILS. 2,\4 BLOCKING 9, 48"m 6. HEADER 5TUD5 AND HEADER CRIPPLES 5HOULD BE CUT BLOCKS AT 45 degrees BEMEEN GABLE AND FIRST BOTTOM, CHORDOFGABLE TRUSS. END TRUSS NAILED TOOETHER AT &"oC. W 12d OUN NAILS ( .131x 5'9 57FA66ERED. CLIP UNIT T05HOE PLATE V41TH 2-2x4 TOP PLATE I- SPH4/6 CLIP AND NAIL NITH 12- 10d x 1 1/2 NAILS M 1 #5 VERTICAL IN FILLED CELL, Px4 STUDS C�,'16-oc. (I.I.O.N.) 0 1. ALL kqlNF,>Okq AND DOOR COMPONENTS MUST BE DES16NED -1 #5 CUNT IN LINTEL COURSE, hIND ZONE. 5. ALL CONNECTORS ARE 5IrrIp5on OR EOUAL. (U.O.N) q. FOUNDATION DE516N 15 BASED ON MINIMUM 501L F Y' LE A'T B IS NOT A�RA�METO�CMU �CONNE�CTION 2x4 X-BRACE @ REFER TO DETAIL"0" BEARIN6 CAPACITY OF 2,000 p5f. - OPTION 2 YPC L 10. DE516N kqIN1? LOADS ^RE BASED ON THE Iqq-7 50CCI W SECTION 160& kqITH HIND SPEED OF 110 MPH. TYPICAL GABLE END FRAMING �SCAILE 3X8 1 0 _L N *\� NYT.S. I I PREFAB 45 degree CORNER UNIT z CONNECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2 0 C_ 1 #5 VERTICAL IN FILLED CELL THIS NOTE IS TO DESCRIBE APPROPRIATE MEASURES TO TAKE WHEN EMBEDDED TRUSS ANCHORS HAVE BEEN MISPLACED. DROPPED GABLE TRUSS Lap in double plate 12-16d common 16-0.131 x 3 1/4"gun nails 20- 12d sinkers U 1. IF THE DISTANCE OF THE STRAP BEING OFF IS BETWEEN 1/16" TO 1/2" NO CORRECTIVE MEASURES ARE REQUIRED. NAIL LATERAL BRACE TO TOP 1 #5 CUNT, IN LINTEL COURSE 2. IF THE DISTANCE OF THE STRAP BEING OFF IS CHORD w/ (3)- .131"x 3" NAILS. 6"o.c.on edges and 12"o.c. in the field wifth 8d common, 6"o.c.on edges and 12"o.c.in the field with 0.131"x 2 1/2" 4'o.c.on edges and 8"o.c. in Q BETWEEN 9/16" TO 1", A WOOD SHIM OF APPROPIATE THICKNESS MUST BE INSTALLED 131"x 3" @ 6"oc. SW-shearwall box,screw shank or ring gun nails the field with 0.099"x 2"gun nails BETWEEN THE STRAP AND THE TRUSS WIDTH AND 3"o.c.on edges and 12"o.c. in the field with 8d common on edges and 12"o.c.in gun nails INCREASE IN NAIL LENGTH TO EQUAL OR EXCEED 2x 8 PT PLATE , 3"o.c. �HE THICKNESS OF THE SHIM. SW(3)-shearwall box,screw shank or ring the field with 0.13 1"x 2 1/2" OPTION 3 3. IF THE DISTANCE OF THE STRAP BEING OFF EXCEEDS 1/2"x 8" A.B. 0 32"oc. 1", THEN THE STRAP MUST BE REPLACED WITH THE w/ 2"x "x 1/8" WASHERS on al APPROPI E F X AS REQUIR D Y THE UPLIFT LOAD ny *or screw,6"o.c.on all supports with 0.131"x 2 112"smooth, ring or I supports with 0.099"x 2" ring,screw or annular PER T ;E A77AC D TWO DEATI f edge shank gun nails,4" o.c. edge nailing within 4'of roof edge AT I E B 11 7- 10d COM NAILS S h Wa , 1 ifi� s aa. Qg e"a i Vg HVi h ro annular shank gun nails,Vo.c.edge nailing within 4'of roo YPICAL RO MEMBE SIMPSON MTS 16 TWIST 1/2"or 7/16"Roof 4"o.c.on edges and 6"o.c.in the field with 8d common, 4"o.c.on edges and T o.c.in STRAP w/ 7- 3/16"xl 3/4" Sheathinq, 110 MPH ring shank or screw shank the field with 0.131"x 2 1/2" gun nails IMPSON S HEX HEAD TAPCCN MASONARY N 171 T E: ANCZNS6 USE 3/16" TAPCON CONTRACTOR MAY CHOUSE ANY OPTION (U.0.N.) ON BLOCK. Simpson SPH4 12-10d x 1-112"NAILS Simpson H5 8-8d common(TOTAL) Simpson H16 (2) 10-10d x 11/2 IN RAFTER; 10-10d x 11/2 IN PLATE Simpson LTS12 5-10d common in rafter and plates 5-10d x 11/2 nails in rafter and plates co Simpson MTS12 7- I Od common in rafter and plates 7-0.148"x 1112"nails in rafter and plates 00 CMU It C 'BOND BEAM - 10d x 11/2" FILLED / 2500 psi Simpson LTAI 12 CONC. AND 1 #5 CONT. TYPICAL CONNECTION OF GABLE TO CMU WALL Simpson PHD8 24-1/4"x 3"SDS screws Cv %.j N.T.S. Simpson MGT 22-10d common Cv Cv Simpso 18-16d common to 04""% Simpso 32-16d sinkers Cv q1t Cv 0 2x10 PT X 6' k1 2X STUDS 0 16� o.c. WEDGE ANCHORS @ 6'oc. NUT / 2" x 2" x 1/8" WASHER ,,�TRUSS FLOCR SYSTEMF 2x ZTE (SYP) wl 2X4 PT FILLER wl 1/2" x 5' A.B. z: SPH4/6 0 32" o.c. 0 32"oc. NAIL DECKING TO !x4 FLOORING MATERIAL q) 0 6"oc. 15/32- CDX OR 7/16- OSB SHEATHING- NAILED AS PER /-3-16d COM @ EA. z SCHEDULE Z BLOCK (TYP.) RIM JOIST 3/4- T&G DECKING o CV 1/2" THREADED ROD w/ 1/2- THREADED COUPLING 3x12 PT LEDGER wl 3/4"x 10" 2 x 4 ROOF TRUSSES 0 24' OC. 3-1 2d Q M (TYP.) 2 x 8 PT SIL ANCHOR BOLTS @ 12"oc. STAGGERED FIBERGLASS ROOF SHINGLES (U.O.N.) 0000< JOIST HE WO DEA V H & El RO F%_7 L H NH S /ON H 1W �P' NYT n=HTT22 AA sIL - -c 4/ R 3 2 FILL Al LLS SIMPSON HETALI 6 CO 2" x 8" , C R BOLT EMB. CLIP AT EACH B C N x.4 AG @ 24"oc. 32" o.c DRYW L CO 1 # CONT. N EACH TRUSS (U.O.N.) U-LINTEL wl I # CONT_ I I HAr ER TA DNS 2 3 Ems -S HEARWA 1 # 5 V RTICAL AT 48" O.C., FLOOR SYSTE :: IN ALL CORNERS AND ON EACH 0 SIDE OF OPENINGS Cv CD TYPICAL LEDGER \-1/2- CEIIJING BOARD .!I, I EE DETAIL "E" N d WALLS ARE eo 6, LTA1 EXISTING //_8" O.B. LINTEL OVER 8" U- 8" CMU WALL 5 VERTICAL AT 4'-0' 0C.- FILL LLS-)- (U.O.N.) N�111_ w 1w CONT. IN C kfD 0 P EA H, ILL si PEA 0 STON CONIC 2 x 4 STUDS 16" o.c. MIN. 25' LAP IN ALL VERTICAL No. 2 or Bt. SPF 2 4 STUDS 0 16" o.c. #5's VERTICAL 0 6'-O"oc. MAX., DOUBLE LINTEL DETAIL No. 2 or Bt. SPF AT EACH CORNER AND EACH SIDE CLIP STUDS TOP AND BOTTOM OF OPENINGS. W1 SST-SPH4 0 32" o.c. CLIP STUDS TOP AND BOTTOM @ W/ SST-SPH4 0 32" o.c. C) 1 #4 0 48"oc. 1/2" x 7" WEDGE ANCHORS LLJ C 32" o.c. 1/2" x 7" WEDGE ANCHORS GRADE < 6.6. 10 10 WWM OR @ 32" o.c. U W FIBERMESH REINFORCEMENT 4" CONCRETE SLAB w/ (-n z 6x6, 10x1O WWM OR 4" CONCRETE SLAB w/ LJ FIB MESH R F. 6x6,AOxlO WWM OR 6 AIL VAPO RRIER OVER REINF. IL 7EAA7 6 h L VAPOR BtRIER OVER 41' ED AND Cj,,APACTED FILL _-�2- 15's CONT. .3 A 41�11- 1 T7_1 1=1 r SHEET: L 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL (2) # 5's CONT. FOR 2-STORY USE 1 O"x22" 3 #5's CONT. CLEAN COMFJACI FIL B", V-4" NOTE: FOR 2-STORY CONDITION (2) # 5's CONT. w/ 3- #5's CONT. MIN. 25" LAP 0 CORNERS 1 #5 CONT. USE V-S" WIDTH wl 3 #5's CONT. NOTE: FOR 2-STORY COND171ON USE V-S" WIDTH wl 3 #5's CONT. JL TYPICAL CMU WALL SECTION PIK MAP SHOWING PARTIAL TOPOGRAPHIC SURVEY OF LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C> r R,E CE: V E D CD =0 0 �UUJ C'>rn u C= 3 C= pCou City of Atlantic E cach Bujj,,jflnr_, -nd Zo Co ning WOOD SHINGLE WOOD SHINGLE ( 11, 96) BU,ILDING BUILDING ( 12. 00) 0 (ENCROACHMENT) Lu s I— I 11\Q) 0 V) /-PROPERTY L/A/.'= 0 ( 1 Ix 96) 0- ( 1 94) ri—n n—n—u INV L L ��v C. -I L (ri A CONC. 41 ( 11 k�z;� N 11 v 11 A I . 91) Lt"v L L% ( 11, 94) L<5p LNoo)L < h) 59.3, _j _j 6�1 9 Lq' ;;z rF BENCHMARK ( 11, 94) 94) L 1�f L L Q jZ:* X-CUT IN CONC. < cl�' L Z ELEVATION 11.865 c'41 L & uj cl�� LIFR - 2 STORY WOOD SHINGLE ( 11, 95) 0) 0- U ( 11 90) L C14 RESIDENCE No. 1633 1*1 C, L' L L L FINISHED FLOOR ELEV. (23.705) 103 U ( I Ix 93) STEPS 611p L 0 L C14 ( 1 96) A(9 q�) L�� -1 BRICK LANDING c6 IV NNI ( 11, 92) L x 6 22.0' & STEPS cp L L Nx 20.0' r-'5�1 fo 0 ( 11, 94) c'4) L *,.X i qn- C) co 0 ( 11. 87) L�� ')� L'�p L L Li I L L L 1 STORY BLOCK GARAGE CZP L L re) LN e� Lv%- '�f ( 11 95) r-) L -1 L ( 11x83 6 FINISHED FLOOR 6� L"�p "Z� L`�/e L L L�e 0 ELEV. 12.12 ROOF ELEV. 20.04 Ll�� d) ( 11. 83)( 11 90) s 9.5' GO 23.7' 'Z�p L - 1 L L L L�� L 0 L% J 20.0' t-11 0 - �1 CONC. t'_t' 'w L CONC. STEPS 7_6 & WALK PROPERTI? I-1AIC L-IV W NOTES: 1.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/03/2001 AND REFLECTS s q E Y 0 ,,p GENERAL NOTE31 CONDITIONS AS THEY EXISTED AT THAT TIME. cl 1. BEARINGS ARE BASED ON N/A 2.STRUCTURE NO. 16M SHOYM HEREON LIES VATHIN FLOOD ZONE x AS 13EST 2.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOW MAPS PANEL NO. 1 DATED 4-17�1989 . DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w I PIPES AND UTIUTIES. IF ANY, NOT DETERMINED. ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3846 BLANDING BOULEVARD 4.JIJRISDICTIONALVAND�OR ENVIRONMENTALLY SENSITIVE AREAS IF MY, NOT LOCATED 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 JACKSONVILLE. FLORIDA 32210 BY THIS SUR EY vs 904-771-6468 S.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE PUBLIC 0 - .' RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLES, 3.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE TOPOGRAPHIC 0 CERTIFICATE OF MKHO�Ii�TION NO. LB 0005488 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL S v 6,UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. INFORMATION ON THE SUBJECT PROPERTY. 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FY THIS;i.SURV V, !9% ONE UNDER MY I HEREBY CERTI FLORIDA LICENSED SURVEYOR AND MAPPER. DIRECT SUPERVISION a,�fT YUM TECHNICAL 4.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. STANDARDS I LAN V w TO CHAPTER GUY ANCHOR LEGEND/AWREVIATIONS (R) - RECORD 611317 0 1 ITY AFffFR 472. F.S. 0 -..SET IRON PIPE OR ROM MARKED P.C.- POINT OF CURVE (M)-MEASURED M=. SURVEY " OR L.B. 54M P.T.-PONT OF TANGENCY A = CENTRAL 5.) THIS IS NOT A BOUNDARY SURVEY. BY: 0 - FOUND IRON PIN OR PIPE C/L CENMRUNE ANGLE 0 - FOUND CONCRETE MONUMENT I.P.- IRON PIPE OR PIN L-ARC LENGTH L:A I - RIGHT OF WAY R- RADIUS CHARLES F D t NU. 171 X - CROSS CUT OR DRILL HOLE R/W L LO LO LO 6.) FOR COMPLETE BOUNDARY SURVEY OF PROPERTY, SEE SURVEY BY ASSOCIATED CHARLES 4L. LO D'' I1QATk NO. 4579 P.R.C.- POINT OF REVERSE CURVE W WIRE FENCE 0 - WATER P-C.C.- POINT OF COMPOUND CURVE 0-0- WOOD FIENCE M ETER SURVEYORS INC. JOB NO. 25249 AND 28655. RAYMOND J.' SC D6,603kICATE NO. 6132 R-R-L - BUILDING RESTRICTION LINE CONC.- CONCRETE WELL . �% (ORB) - OFFICIAL RECORDS BOOK X-X-CHAINUNK FEM JOB NO. 28939 .-"Ie-_rt�001 E STREET OFFICIAL RECORDS VOLUME cD.> - UTUTY POLE UGHT 1" - 10, (0 -JACKSONVILLE ELECTRIC AUTHORITY SCALE: JV -OU--OVERHEAD UTILMES EN &11 CONCRETE NALL P11 tt5 BARS 9 24"oc. EACH KAY, EPDXY VERTICAL BARS w 6" INTO EXISTING FOUNDATION D�UBLE Y015T 7// 77 y1/11 VA EX15TIN6 8" CMU NALL c\I VFV Q 0 )UE3LE IOIST 0 *07771— F9 20' FRAMING CEILING N co ccN:) cc nN -7 CD m CWN u-j- CN C) C3-, X Oz m X 0 LL >- (1) W < C) C14 < .(6s .' 'm cn� Lo C04 2x& R6 0 2 loc. WITH N 2xa 1 CN /�% cl) w er z Ab z z (L D Z (2) H3 CLIPS AT EACH RAFTER N i it z 2xro RAFTERS a 24"cc. 2xO PT 5ILL ANCHOR BOLT 10 32"or- EPDXY NEW 5OLT5 wl 511 EMBEDMENT AS NECE55ARY :j or- TO ACHEIVE SPACING EXISTING 5LOC< WALL ui SHEET. 5ECTION AT LINTEL COUF�5E EN &11 CONCRETE NALL P11 tt5 BARS 9 24"oc. EACH KAY, EPDXY VERTICAL BARS w 6" INTO EXISTING FOUNDATION D�UBLE Y015T 7// 77 y1/11 VA EX15TIN6 8" CMU NALL c\I VFV Q 0 )UE3LE IOIST 0 *07771— F9 20' FRAMING CEILING N co ccN:) cc nN -7 CD m CWN u-j- CN C) C3-, X Oz m X 0 LL >- (1) W < C) C14 < .(6s .' 'm cn� Lo C04 2x& R6 0 2 loc. WITH N 2xa 1 CN /�% cl) w er z Ab z z (L D Z (2) H3 CLIPS AT EACH RAFTER N i it z 2xro RAFTERS a 24"cc. 2xO PT 5ILL ANCHOR BOLT 10 32"or- EPDXY NEW 5OLT5 wl 511 EMBEDMENT AS NECE55ARY :j or- TO ACHEIVE SPACING EXISTING 5LOC< WALL ui SHEET. 5ECTION AT LINTEL COUF�5E MAP SHOWING PARTIAL TOPOGRAPHIC SURVEY OF LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C> r R,E CE: V E D CD =0 0 �UUJ C'>rn u C= 3 C= pCou City of Atlantic E cach Bujj,,jflnr_, -nd Zo Co ning WOOD SHINGLE WOOD SHINGLE ( 11, 96) BU,ILDING BUILDING ( 12. 00) 0 (ENCROACHMENT) Lu s I— I 11\Q) 0 V) /-PROPERTY L/A/.'= 0 ( 1 Ix 96) 0- ( 1 94) ri—n n—n—u INV L L ��v C. -I L (ri A CONC. 41 ( 11 k�z;� N 11 v 11 A I . 91) Lt"v L L% ( 11, 94) L<5p LNoo)L < h) 59.3, _j _j 6�1 9 Lq' ;;z rF BENCHMARK ( 11, 94) 94) L 1�f L L Q jZ:* X-CUT IN CONC. < cl�' L Z ELEVATION 11.865 c'41 L & uj cl�� LIFR - 2 STORY WOOD SHINGLE ( 11, 95) 0) 0- U ( 11 90) L C14 RESIDENCE No. 1633 1*1 C, L' L L L FINISHED FLOOR ELEV. (23.705) 103 U ( I Ix 93) STEPS 611p L 0 L C14 ( 1 96) A(9 q�) L�� -1 BRICK LANDING c6 IV NNI ( 11, 92) L x 6 22.0' & STEPS cp L L Nx 20.0' r-'5�1 fo 0 ( 11, 94) c'4) L *,.X i qn- C) co 0 ( 11. 87) L�� ')� L'�p L L Li I L L L 1 STORY BLOCK GARAGE CZP L L re) LN e� Lv%- '�f ( 11 95) r-) L -1 L ( 11x83 6 FINISHED FLOOR 6� L"�p "Z� L`�/e L L L�e 0 ELEV. 12.12 ROOF ELEV. 20.04 Ll�� d) ( 11. 83)( 11 90) s 9.5' GO 23.7' 'Z�p L - 1 L L L L�� L 0 L% J 20.0' t-11 0 - �1 CONC. t'_t' 'w L CONC. STEPS 7_6 & WALK PROPERTI? I-1AIC L-IV W NOTES: 1.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/03/2001 AND REFLECTS s q E Y 0 ,,p GENERAL NOTE31 CONDITIONS AS THEY EXISTED AT THAT TIME. cl 1. BEARINGS ARE BASED ON N/A 2.STRUCTURE NO. 16M SHOYM HEREON LIES VATHIN FLOOD ZONE x AS 13EST 2.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL ASSOCIATED SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOW MAPS PANEL NO. 1 DATED 4-17�1989 . DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w I PIPES AND UTIUTIES. IF ANY, NOT DETERMINED. ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3846 BLANDING BOULEVARD 4.JIJRISDICTIONALVAND�OR ENVIRONMENTALLY SENSITIVE AREAS IF MY, NOT LOCATED 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 JACKSONVILLE. FLORIDA 32210 BY THIS SUR EY vs 904-771-6468 S.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE PUBLIC 0 - .' RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLES, 3.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE TOPOGRAPHIC 0 CERTIFICATE OF MKHO�Ii�TION NO. LB 0005488 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL S v 6,UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. INFORMATION ON THE SUBJECT PROPERTY. 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FY THIS;i.SURV V, !9% ONE UNDER MY I HEREBY CERTI FLORIDA LICENSED SURVEYOR AND MAPPER. DIRECT SUPERVISION a,�fT YUM TECHNICAL 4.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. STANDARDS I LAN V w TO CHAPTER GUY ANCHOR LEGEND/AWREVIATIONS (R) - RECORD 611317 0 1 ITY AFffFR 472. F.S. 0 -..SET IRON PIPE OR ROM MARKED P.C.- POINT OF CURVE (M)-MEASURED M=. SURVEY " OR L.B. 54M P.T.-PONT OF TANGENCY A = CENTRAL 5.) THIS IS NOT A BOUNDARY SURVEY. BY: 0 - FOUND IRON PIN OR PIPE C/L CENMRUNE ANGLE 0 - FOUND CONCRETE MONUMENT I.P.- IRON PIPE OR PIN L-ARC LENGTH L:A I - RIGHT OF WAY R- RADIUS CHARLES F D t NU. 171 X - CROSS CUT OR DRILL HOLE R/W L LO LO LO 6.) FOR COMPLETE BOUNDARY SURVEY OF PROPERTY, SEE SURVEY BY ASSOCIATED CHARLES 4L. LO D'' I1QATk NO. 4579 P.R.C.- POINT OF REVERSE CURVE W WIRE FENCE 0 - WATER P-C.C.- POINT OF COMPOUND CURVE 0-0- WOOD FIENCE M ETER SURVEYORS INC. JOB NO. 25249 AND 28655. RAYMOND J.' SC D6,603kICATE NO. 6132 R-R-L - BUILDING RESTRICTION LINE CONC.- CONCRETE WELL . �% (ORB) - OFFICIAL RECORDS BOOK X-X-CHAINUNK FEM JOB NO. 28939 .-"Ie-_rt�001 E STREET OFFICIAL RECORDS VOLUME cD.> - UTUTY POLE UGHT 1" - 10, (0 -JACKSONVILLE ELECTRIC AUTHORITY SCALE: JV -OU--OVERHEAD UTILMES 7116"STRUCTURAL POOF SHEATHING 1/2" x 8" ANCHOR BOLTS OR 2x4 OUTRIGGER(u)48"oc, ALL NIEMBERS SHALL BE SYP W 1 #5 VERTICAL IN FILLED CELLS,ONLY 1/2" x 6" WEDGE BOLTS 0 BLOCKING REQUIRED BETWEEN OUTRIGGERS -STRUCTURAL NOTES ONE MUST BE TIED AT FOUNDATION, 24" HURRICANE CUP H-25 OR EQUAL z SIMPSON A'35 @ 48"m 1. HOOD FRAMIN& 5HALL COMPLY NITH SECTION 23 OF THE LATEST APPROVED ADDITION OF THE 5BC CODE. W FILL CORNER WITH MORTAR OR GROUT. GABLE END 2x4 BARGE RAFTER CONT. 2. ALL LAP5 IN TOP PLATE OF BEARIN& NALL55HALL BE X X SHINGLE STRIP A MINIMUM OF 4'-0" AND NAILED NITH 12- 16d COM NAILS OR 16- 3"x .131" C-UN NAILS. U) #�5 CUNT IN LINTEL COURSE, 2 X PT STUD FASCIA 3. ALL 6ABLE EN055HALL BE BALLOON FRAMED OR W 2A4 SCAB CONT.TOP TO EOYTTC�0 TOP CHORD OF GABLE END TRUSS BRACED PER DETAIL. CHORD @ 87RO'M GA13LE DROP 3 112' Of A 3-12d NAILS TYPICAL AT 4. ALL SHEARNALL5 SHALL BE NAILED AT 3" oc. OR (b" oc. SST-SPH4/6 X-BRACING CONT.2x4 SCAB FROM TOP 10 (AS NOTED) ON ALL EDOE5 AND 12" oc. INTERMEDIATE z [IPTI [IN I POTTON1 CHORD @ X-BRACING Pq/ e)d COM NAILS 4).O.N) 13LOCK ALL UNSUPPORTED TOP AND BOTTOM 2x4 SCAB IF VERT.YVEB IS NOT (PROVIDE ADDITIONAL b-A's-P E06E5 Y41TH 2x4 FLATNISE BLOCKIN6. 5HEARNALL5 z PRESENT '1ERTICi,L IF HIGHERTHAN 4B", 5HALL BE 15/32" COX OR 1/16" OSB. (U.O.N.) TO FORMAN"r SHAPE.) , STUDS TO DOUBLE TOP PLATE W 5. STRAP HEADER CONI-.2y.4x8'#2SYPLAIERAL TOE NAIL TRUSS TO DOUBLE SPH4/6 AT EACH ENID OF HEADER AND NAIL Pq/ 12- 10d BRACE@,4,9-oc. PLATE wl 16d COM 0 ToC. x 1 1/2 NAILS OR 12- .131"x 2 112" 6AJN NAILS. 2,\4 BLOCKING 9, 48"m 6. HEADER 5TUD5 AND HEADER CRIPPLES 5HOULD BE CUT BLOCKS AT 45 degrees BEMEEN GABLE AND FIRST BOTTOM, CHORDOFGABLE TRUSS. END TRUSS NAILED TOOETHER AT &"oC. W 12d OUN NAILS ( .131x 5'9 57FA66ERED. CLIP UNIT T05HOE PLATE V41TH 2-2x4 TOP PLATE I- SPH4/6 CLIP AND NAIL NITH 12- 10d x 1 1/2 NAILS M 1 #5 VERTICAL IN FILLED CELL, Px4 STUDS C�,'16-oc. (I.I.O.N.) 0 1. ALL kqlNF,>Okq AND DOOR COMPONENTS MUST BE DES16NED -1 #5 CUNT IN LINTEL COURSE, hIND ZONE. 5. ALL CONNECTORS ARE 5IrrIp5on OR EOUAL. (U.O.N) q. FOUNDATION DE516N 15 BASED ON MINIMUM 501L F Y' LE A'T B IS NOT A�RA�METO�CMU �CONNE�CTION 2x4 X-BRACE @ REFER TO DETAIL"0" BEARIN6 CAPACITY OF 2,000 p5f. - OPTION 2 YPC L 10. DE516N kqIN1? LOADS ^RE BASED ON THE Iqq-7 50CCI W SECTION 160& kqITH HIND SPEED OF 110 MPH. TYPICAL GABLE END FRAMING �SCAILE 3X8 1 0 _L N *\� NYT.S. I I PREFAB 45 degree CORNER UNIT z CONNECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2 0 C_ 1 #5 VERTICAL IN FILLED CELL THIS NOTE IS TO DESCRIBE APPROPRIATE MEASURES TO TAKE WHEN EMBEDDED TRUSS ANCHORS HAVE BEEN MISPLACED. DROPPED GABLE TRUSS Lap in double plate 12-16d common 16-0.131 x 3 1/4"gun nails 20- 12d sinkers U 1. IF THE DISTANCE OF THE STRAP BEING OFF IS BETWEEN 1/16" TO 1/2" NO CORRECTIVE MEASURES ARE REQUIRED. NAIL LATERAL BRACE TO TOP 1 #5 CUNT, IN LINTEL COURSE 2. IF THE DISTANCE OF THE STRAP BEING OFF IS CHORD w/ (3)- .131"x 3" NAILS. 6"o.c.on edges and 12"o.c. in the field wifth 8d common, 6"o.c.on edges and 12"o.c.in the field with 0.131"x 2 1/2" 4'o.c.on edges and 8"o.c. in Q BETWEEN 9/16" TO 1", A WOOD SHIM OF APPROPIATE THICKNESS MUST BE INSTALLED 131"x 3" @ 6"oc. SW-shearwall box,screw shank or ring gun nails the field with 0.099"x 2"gun nails BETWEEN THE STRAP AND THE TRUSS WIDTH AND 3"o.c.on edges and 12"o.c. in the field with 8d common on edges and 12"o.c.in gun nails INCREASE IN NAIL LENGTH TO EQUAL OR EXCEED 2x 8 PT PLATE , 3"o.c. �HE THICKNESS OF THE SHIM. SW(3)-shearwall box,screw shank or ring the field with 0.13 1"x 2 1/2" OPTION 3 3. IF THE DISTANCE OF THE STRAP BEING OFF EXCEEDS 1/2"x 8" A.B. 0 32"oc. 1", THEN THE STRAP MUST BE REPLACED WITH THE w/ 2"x "x 1/8" WASHERS on al APPROPI E F X AS REQUIR D Y THE UPLIFT LOAD ny *or screw,6"o.c.on all supports with 0.131"x 2 112"smooth, ring or I supports with 0.099"x 2" ring,screw or annular PER T ;E A77AC D TWO DEATI f edge shank gun nails,4" o.c. edge nailing within 4'of roof edge AT I E B 11 7- 10d COM NAILS S h Wa , 1 ifi� s aa. Qg e"a i Vg HVi h ro annular shank gun nails,Vo.c.edge nailing within 4'of roo YPICAL RO MEMBE SIMPSON MTS 16 TWIST 1/2"or 7/16"Roof 4"o.c.on edges and 6"o.c.in the field with 8d common, 4"o.c.on edges and T o.c.in STRAP w/ 7- 3/16"xl 3/4" Sheathinq, 110 MPH ring shank or screw shank the field with 0.131"x 2 1/2" gun nails IMPSON S HEX HEAD TAPCCN MASONARY N 171 T E: ANCZNS6 USE 3/16" TAPCON CONTRACTOR MAY CHOUSE ANY OPTION (U.0.N.) ON BLOCK. Simpson SPH4 12-10d x 1-112"NAILS Simpson H5 8-8d common(TOTAL) Simpson H16 (2) 10-10d x 11/2 IN RAFTER; 10-10d x 11/2 IN PLATE Simpson LTS12 5-10d common in rafter and plates 5-10d x 11/2 nails in rafter and plates co Simpson MTS12 7- I Od common in rafter and plates 7-0.148"x 1112"nails in rafter and plates 00 CMU It C 'BOND BEAM - 10d x 11/2" FILLED / 2500 psi Simpson LTAI 12 CONC. AND 1 #5 CONT. TYPICAL CONNECTION OF GABLE TO CMU WALL Simpson PHD8 24-1/4"x 3"SDS screws Cv %.j N.T.S. Simpson MGT 22-10d common Cv Cv Simpso 18-16d common to 04""% Simpso 32-16d sinkers Cv q1t Cv 0 2x10 PT X 6' k1 2X STUDS 0 16� o.c. WEDGE ANCHORS @ 6'oc. NUT / 2" x 2" x 1/8" WASHER ,,�TRUSS FLOCR SYSTEMF 2x ZTE (SYP) wl 2X4 PT FILLER wl 1/2" x 5' A.B. z: SPH4/6 0 32" o.c. 0 32"oc. NAIL DECKING TO !x4 FLOORING MATERIAL q) 0 6"oc. 15/32- CDX OR 7/16- OSB SHEATHING- NAILED AS PER /-3-16d COM @ EA. z SCHEDULE Z BLOCK (TYP.) RIM JOIST 3/4- T&G DECKING o CV 1/2" THREADED ROD w/ 1/2- THREADED COUPLING 3x12 PT LEDGER wl 3/4"x 10" 2 x 4 ROOF TRUSSES 0 24' OC. 3-1 2d Q M (TYP.) 2 x 8 PT SIL ANCHOR BOLTS @ 12"oc. STAGGERED FIBERGLASS ROOF SHINGLES (U.O.N.) 0000< JOIST HE WO DEA V H & El RO F%_7 L H NH S /ON H 1W �P' NYT n=HTT22 AA sIL - -c 4/ R 3 2 FILL Al LLS SIMPSON HETALI 6 CO 2" x 8" , C R BOLT EMB. CLIP AT EACH B C N x.4 AG @ 24"oc. 32" o.c DRYW L CO 1 # CONT. N EACH TRUSS (U.O.N.) U-LINTEL wl I # CONT_ I I HAr ER TA DNS 2 3 Ems -S HEARWA 1 # 5 V RTICAL AT 48" O.C., FLOOR SYSTE :: IN ALL CORNERS AND ON EACH 0 SIDE OF OPENINGS Cv CD TYPICAL LEDGER \-1/2- CEIIJING BOARD .!I, I EE DETAIL "E" N d WALLS ARE eo 6, LTA1 EXISTING //_8" O.B. LINTEL OVER 8" U- 8" CMU WALL 5 VERTICAL AT 4'-0' 0C.- FILL LLS-)- (U.O.N.) N�111_ w 1w CONT. IN C kfD 0 P EA H, ILL si PEA 0 STON CONIC 2 x 4 STUDS 16" o.c. MIN. 25' LAP IN ALL VERTICAL No. 2 or Bt. SPF 2 4 STUDS 0 16" o.c. #5's VERTICAL 0 6'-O"oc. MAX., DOUBLE LINTEL DETAIL No. 2 or Bt. SPF AT EACH CORNER AND EACH SIDE CLIP STUDS TOP AND BOTTOM OF OPENINGS. W1 SST-SPH4 0 32" o.c. CLIP STUDS TOP AND BOTTOM @ W/ SST-SPH4 0 32" o.c. C) 1 #4 0 48"oc. 1/2" x 7" WEDGE ANCHORS LLJ C 32" o.c. 1/2" x 7" WEDGE ANCHORS GRADE < 6.6. 10 10 WWM OR @ 32" o.c. U W FIBERMESH REINFORCEMENT 4" CONCRETE SLAB w/ (-n z 6x6, 10x1O WWM OR 4" CONCRETE SLAB w/ LJ FIB MESH R F. 6x6,AOxlO WWM OR 6 AIL VAPO RRIER OVER REINF. IL 7EAA7 6 h L VAPOR BtRIER OVER 41' ED AND Cj,,APACTED FILL _-�2- 15's CONT. .3 A 41�11- 1 T7_1 1=1 r SHEET: L 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL (2) # 5's CONT. FOR 2-STORY USE 1 O"x22" 3 #5's CONT. CLEAN COMFJACI FIL B", V-4" NOTE: FOR 2-STORY CONDITION (2) # 5's CONT. w/ 3- #5's CONT. MIN. 25" LAP 0 CORNERS 1 #5 CONT. USE V-S" WIDTH wl 3 #5's CONT. NOTE: FOR 2-STORY COND171ON USE V-S" WIDTH wl 3 #5's CONT. JL TYPICAL CMU WALL SECTION PIK DETAIL 'E' DETAIL 'r DETAIL'A' DETAIL 'Ir DETAL 'D' (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALO (NOT TO SCALE) (NOT TO SCALE) MAP SHOWING BOUNDARY & SPECIFIC PURPOSE SURVEY OF > 0 WOOD WOOD SHINGLE SHINGLE COASTAL M BUILDING 01 BUILDING U 1/2' I.P. LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S, CORPORATION, AS RECORDED IN CONsTRuc"nON M Av CONTROL LINE N 2184476.1 t. W 1/2- I.P. REFERENCE PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. P1 E 374602.2046'6 REFERENCE LB Wa LB 5488 PROPERTY PROPERTY PROPERTY RIW LINE UNE .4 NO LINE 1 1.0, LINE PROPERTY I I I -0.85 EAVES 0.2' C)ROPERTY A-18 4"SEWER PIPE- (1! 11 S84"56'03*W 0.55' -4 EAVES 0% LINE 1 (TIE LINE) 1.56 7 city ':BLOCK WALL 0.65 BLOCK WALL 0.65 0.3 plmkv and ZW" >0 This spprMl Va. 0 Plow Vdm'=Iand zoning, Subdivision and attlef to A. I,bull does rAt conStiltutS development regulatIOM 8 Of pefn*& Compliance approval for the IsSuano - if applicable with Florida Buflding Code and OR Oft 1/2- local, state and Federal Fermlit" requirements must be verified try a naturOOfthO ofAllantlo Beach Building I FW to GIs 1/2* NORTH Building Permit. Approved W. -am-munl*jDeyelopmentl OEM PART OF LOT 9 ID a to: - - - - - - - - - - - - - - - - - - - z GRAPHIC SCALE .0 -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20 0 10 20 40 80 IN FEET LOT 8 1 inch 20 ft 1/2- IP REF. COR. Le 5486 1/2- REBAR N. 2125868.55 ASSOC SURVEY N83*24'37"E 193.76' (M) E. 626500.4a Le iii�i NS3-24-37-E 162.70- (M) REBAR TO IP N 21WI4.185 WOOD SHINGLE E 374610.043 BUILDING DETAIL-r WLDI"I'�' OC�IA.Ll' 31.05' DET,1&'A' 3150, 1 50.00' OT AIL 'C� -------I-U-U 6ONC: z A 0.3 / I Uj LSTEPS 44"1 LLJ 6 Go Uj 2 STORY WOOD SHINGLE RESIDENCE No. 1633 j Ir Ax FINISHED FLOOR ELEV. (23.705) 0!ZI 0 _j .4- Cb 0 DETAIL'B" STEPS I . . . a . . (NOT TO SCALE) C z 7- BRICK LANDING ONC ------ 22.0' & STEPS A _j or 20.0' 4q CID 04 I STORY BLOCK 4 PROPERTY GARAGE !2 di LINE oi FINISHED FLOOR ELEV. 12.12 z 5R ZOOF ELEV. 20.04 9.5' 23.r 0 COASTAL C, 2-0, cy -0 7' CONSTRUCTION 1 \20.0' blii� 5.-r. 50.00' CONTROL LINE I 11;31;011�1 'OET,� \ - - _j 29.2'r (TIE LINE) 45.4� 50.00' /DETAIL 1/2* IP S84-56'03'W 10.41 _STEPt I _iT,7_7 I Z' REPAR DETAL EDGE OF O.r WIDE BLOCK FENCE ON EDGE OF W)1�11 A 19 ASSOC. S)RVEY DETAIL-�84 'H' & BRICK WALL ON LINE' REF. COR. LB 5488 Pi LB 5483 DETAIL, S8324'37'W 175.00' (M) REBAR TO IP N. 2125811163 N 218427t.987 E 374609 583 E. 626500.39 S83e24'37"W 204.27' (M) SEASONAL HIGH WATER LINE ± 0+00 LOT 6 ELEV. 9.72 6j 1+00 z 2+00 3+00 DETAIL 'G* N 2184475.146 4+00 4+40.28' (NOT To SCALE) E 374602.206 Pi SKETCH OF L4 9 V) rn r; BLOCK\ TRAVERSE AND CONTROL r-4 > GARAGE 1/2* DETAIL A-ia ON (NOT TO SCALE) DEGROVE 4603 DETAIL"X N 2163582.374 LINE 5.7' V) < (NOT TO SCALE) E 374065.188 8 DETAIL 'I' CONCREA 1.3* 0 1 (NOT TO SCALE) I N 2164331.456 1 0 1 E 374694.657 STEPS -41 . I 1 2 ; 1 *9 c TRAVERSE 0 1/2- I.P. 0 ;0 z 1 '01 W NAIL S8"1'2rw N 2184333.712 REFERENCE x 2 rn PROPERTY X rn S7B17 #42 LINE LB 5488 ABOVE GROUND FI N 2184325.9971 1 56.38' 113-02' E 374807.655 ELECTRIC AND A E 374816.071 TRAVERSE 1/2" REBAR /PROPERTY WATER LINES ELECTRICP\ TRAVERSE I LIN NAIL ASSOC. SUR. E OUTLET NAIL SUBJECT PROPERTY #45 L.B. 5488 1/2- I.P. PROPERTY :11 #6 REFERENCE LINE I 2.0'r 0.65 �LOCA_,JALO\ r� iA LB 5488 A PROPERTY LINE - 02 ON 0 1 1 z 0.65 BLOCK WALL LINE 2 1 1 M I I M1 I M I / M L-i F4 \j 6.65 BLOCK I WALL r::�I I 1/2" I.P. )? REFERENCE In LB 5488 W ADJUSTED TRAVERSE TION z 7'� B.S. F.S. ANGLE RIGHT DISTANCE DESCRIP N 2153625.200 1 6 64 172*42'36" 131.04' TRAVERSE POINT N 218405a.685 E 374829.518 (CALCULATED) E 374547.131 10 A Sa3'3l*2l'W 5&90' FND. NAIL & DISK 64 1 65 96-06'02" 114.13' TRAVERSE POINT N 2183631.496 BILS 3872 E 374Wa.078 #1 Uj 65 64 66 256'35'30" 300.41' TRAVERSE POINT A-19 19 RMf2 U CT :? P In 66 65 A-18 266*45'36" 583.80' SIDE SHOT 66 65 68 80*04'43" 2 71.18' TRAVERSE POINT A-19 T V) 68 66 R #2 352*14'05" 89.22' SIDE SHOT e, < - 0 e�#9 ju NORTH 68 66 45 91*47'50 688.56' TRAVERSE POINT N 2183928.500 E 374532.1'97 45 66 42 97'44'40" 113.02' TRAVERSE POINT TRAVERSE 1" 100' NAIL z #64 0 114.1j. 2 45 6 169*3538" 86.16' TRAVERSE POINT N 2183903.517 E6 42 1 115*23'01" 263.11' TRAVERSE POINT E 374643.558 TRAVERSE NOTES: PI IN 2183488.857 NAIL E 374689.726 #65 1.) BEARINGS AND COORDINATES SHOWN HEREON REFER TO TRANVERSE MERCATOR PROJECTIONS, FLORIDA EAST ZONE, N.A.D. 1972 AND ARE BASED ON MONUMENTS g 72-81-A18 AND 72-81-A19 AS SHOWN ON MAPS PREPARED BY THE STATE TOPOGRAPHIC BUREAU, FLORIDA DEPARTMENT OF TRANSPORTATION TALLAHASSEE, FLORIDA. 2.) THIS SURVEY SHOWN HEREON WAS PERFORMED 9-5-2001 AND REFLECTS P.I. PONT OF INTERSECTION CONDITIONS AS THEY EXISTED AT THAT TIME. q E Y 0 GENERAL NOTES: S 1. W-ARINGS ME BASED ON SEE NOTEI 3.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL 2. STRUCftM NO. I M SHOM MtEON UES WM ZONE X _81im"We", FROM F.E.M.A. FLOOD MAPS PANEL NO. DATM DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A A S85'59'46'w sa,3.8- N 2183603.137 N 2183653.418 ASSOCIATED -SURVEYOR3 INC. I THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND-FOCTINM ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3*E 271.15* Q PIPES AND UTILITIES. IF ANY. NOT DETERMINED. E 374847.583 H79*15*5 57 E 374914.041 LAND & ENGINEERING SURVEYS 4. JJPJSDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY. NOT LOCATED A-18 ,�,-vj W 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 A-S 704 TRAWJRSE BY THIS SURVEY. N 21835OZ374 TRAVERSE B9.227 NAIL 5915 CEDAR HILLS BOULEVARD THIS SURVEY WAS BASED ON LEGAL DESCRPTIONS FURNISHED AND THE PUBLIC E 374065.188 NAIL A-19 #68 JACKSONVILLE, FLORIDA 32210 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. ITTLES. COVENANTS wo,\ 904-71176468 OR RESTRICTIONS THAT WAY AFFECT THIS PARCEL. #68 RM1#2 VS 4.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE RELATIONSHIP OF THE N 218362,5.200 6. UNLESS OTHERWISE STATM ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. COASTAL CONSTRUCTION CONTROL LINE AND OTHER PERTINANT TOPOGRAPHIC E 374829.518 0 CERTIFiCATE,_'OF'.Ah;�kTliDN NO. LB 0005488 7. NOT VAUD WITHOUT THE SIGNATURE AND THE ORKMAL RAISED SE& OF,A FLORIDA LICENSED SURVEYM AND MAPPER. INFORMATION ON THE SUBJECT PROPERTY. I HEREBY CERTIFY QN E UNDER MY -4 - GUY ANCHOR LEGENDIIIAIIIIIIIIIII1119MTIONS (R) RECORD DIRECT SUPERVISI VE t HNICAL 0 - SET IRON PIPE (SIP) MARKED P.C. - POtNT OF CURVE (M) MEASM 5.) THE COASTAL CONSTRUCTION CONTROL LINE WAS RECORDED IN MAP BOOK "C'.. STANDARDS FOR HAPTER *ASSOC, SURVEY" OR L.B. 54aS P.T. - POINT OF TANGENCY A CDIM%.NW 61G17- , FLORID. " 0 - FOUND IRON PIN OR PIPE (FPJ C/L - CENTERLINE L ARC UNM PAGES 72 THROUGH 72H. SEE OFFICIAL RECORDS VOLUME 7379, PAGES PI R �1�72, F.S. Is - FDUhID CONCRETE MONUMENT (FCM R/B - REBAR R RADIUS 1769, THTOUGH 1782, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, X - CROSS CUT OR DRILL HOLE R/W - MHT OF WAY C CHORD 13Y. P.R-C.- POINT OF REVERSE CURVE W - WIRE FENCE WAM METER CHARLES L P.C.C.- POINT OF COMPOUND CURVE 0-0 - WOOD FENCE w WELL E 3748ag.726 S.R.L. - BUILDING RESTRICTIOM LINE CONC- CONCRETE SIREEI 1.017 DATED JULY 23, 9: 12 A.M., 1992. N 2183488.857 FLORIDA CERTIFIMNO- 7 6.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. JOB NO. 25249,', 26fift D 001 (ORB) - OFFICIAL RECORDS BOOK x-x - CHAINLINK FENCE ELECTRIC If (ORV) . OFFICIAL RECORDS VOLUME -0..) - UTILITY POLE TRANSFORMER SCALE: 1" 20 ER ICK, M.D.C. J.E-k -JACASDRV!U.E ELECIRIC AffHORITY-OU- - OVEl?HEAD UTILITIES PE POOL MAWO COASTAL PR PEI 0 N U _56-03 (TIE U C"t 9.5. CON UC'n,. CON M uI AA L ON UNE &L7'm T112- REBA WATER AS7C - SU 548Z IN �kE LA14Y MAP SHOWING PARTIAL TOPOGRAPHIC SURVEY OF LOT 7, NORTH ATLANTIC BEACH - UNIT No. 1 - R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. WOOD SHINGLE WOOD SHINGLE BUILDING BUILDING ( I Ix 96) ( 12, 00) (ENCROACHMENT) 0 1 1 0 c/) ,,,-PROPERTY 41AJE ( I Ix 96) �lkl ( 11, 94 0-0=- _n n-n-n- LN 4 L'q;�L4_" 1 .1 . CONC. Llt3l ( 11, 91) L% FA__ c' d; ( I Ix 94) L L L 6 tK LN --) 'e�l 59.3' L 1 1 Ix 94) L BENCHMARK j 4- -�p '�� 'q Q X-CUTIN CONC. ( 11 94) L L L Z ELEVATION 11.865 7 W sp calf LU 9,5) a) 2 STORY WOOD SHINGLE Q: ( 11. ( 11 90) 0c IT mm� LN RESIDENCE No. 1633 L% el L, L eV L ctf Q� L L%0�1 lz��) le�) p L L L FINISHED FLOOR ELEV. (23.705) 00 1 ix 93) 'TE_ S s p CIA %�x FS --T L L Cc "CR L L�� -1 /- BRICK LANDING rzp 6 ( 11, 92) 'Z� L 22.0' & STEPS op FL�lx�l T. t L x fv - I ff LF-1 v L - Fl Fl L -1 F" 1 I Ix 94) 0�77�77t_)=,zt' L% 20.0' CL) I Ix 17) L L Toe_�� 'Z� LIZV-LIL 1 STORY BLOCK 01151 6zp =1 211 L Z;p e?� tK Ll 61v 6 L ( 11 95) GARAGE L < L% L LV Qftf q�� fr) L L FINISHED FLOOR L u L"Z;;) 04 0 ELEV. 12.12 L L ROOF ELEV. 20.04 L ( 11. 83)( 11 90) e�f 9.5' 00 23.7' L L $ L LO Lf L"jp L'41 L ( 11, 86 20.0' 4.1 ' CONC. 0 L% lz�l L6 ......... zp z;l � N) J, q;�=Lq� =E7�6 CONC. STEPS L_j 1-IF '1_5 61/ & WALK PROP&RTY f_lAAF Lj NOTES: 1.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/03/2001 A ND REFLECTS E Y 0 GENERALNOTES, CONDITIONS AS THEY EXISTED AT THAT TIME. C2 1. BEARINGS ARE BASED ON N/A 2.STRUCTURE NO. IN" SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST 2.) ELEVATIONS SHOWN THUS (22.0) ARE BASED ON NATIONAL GEODETIC VERTICAL A sSOCIATED 3URVEYORS INC DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. I DATED 4-17-1989 . DATUM (N.G.V.D.) OF 1929. CONTROL BENCH MARK IS A-18, A BRASS DISK IN A LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY. NOT DETERMINED. ROUND CONCRETE MONUMENT 15.0' NORTH OF THE CENTER OF 15th STREET AND 3846 BLANDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED 20.0' EAST OF THE CENTER OF EAST COAST DRIVE. ELEVATION (9.76) N.G.V.D. 1929 JACKSONVILLE. FLORIDA 3�;,l BY THIS SURVEY. 904-771-6468 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE PUBLIC TITLE RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, S. 'FECTTH ARCEL 3.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE TOPOGRAPHIC 0 " CERTIFICATE OF ALLTHORWIdlZWNb�:,LB 0005488 COVENANTS OR RESTRICTIONS THAT MAY AF IS P �) S v 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. INFORMATION ON THE SUBJECT PROPERTY. 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A I HEREBY CERT NE'1"�'NDER MY FLORIDA LICENSED SURVEYOR AND MAPPER. )0 E DIRECT SUPE Nb NI, UMI;�. ECHNICAL 4.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. STANDARDS j R I A T� :CHAPTER -e - GUY' k4CHOR LEGENDIAUREVIATIONS (R) - RECORD 611317 14 . 0 -SET OM PIPE OR REBAR MARKED P.C.- POINT OF CURVE (M)-MEASURED kill F.S. ASSOC. SURVEY " OR L13. 5488 P.T.-POINT OF TANGENCY A = CENTRAL 5.) THIS IS NOT A BOUNDARY SURVEY. BY: FOUND IRON PIN OR PIPE C/L CENTERLINE ANGLE yelc - Ill - FOUND CONCRETE MONUMENT I.P. - IRON PIPE OR PIN L -ARC LENGTH CHARLE E FLO FICATE NO. 3771 X - CROSS CUT OR DRILL HOLE R/W - RIGHT OF WAY R- RADIUS 6.) FOR COMPLETE BOUNDARY SURVEY OF PROPERTY, SEE SURVEY BY ASSOCIATED CHARL -IN 'D- 3" 4FICATE!,�NO. 4579 P.R.C.- POINT OF REVERSE CURVE W--W - WIRE FENCE 0 - WATER P.C.C.- POINT OF COMPOUND CURVE 11--D- WOOD FENCE METER RAYMON F FLOR RlTbATE* NO. 6132 SURVEYORS INC. JOB NO. 25249 AND 28655. B.R.L - BUILDING RESTRICTION LINE CONC.- CONCRETE G - WELL Ili-4 14 (ORB) - OFFICIAL RECORDS BOOK X-X-CHAINLINK FENCE - STREET JOB NO. giTcAr... PAT-5'1 lb 3-2 OOl (ORV) - OFFICIAL RECORDS VOLUME I-CL - U'TILITY POLE LIGHT L � V D�A. SCALE 1%=kl- -JACKSONVILLE ELECTRIC AUTHORITY -OU--OVERHEAD ununES J.E_k =1 line REVISIONS E3 Y -z 77 W A E z C3 3 2 y X 3 Z x 1-1 0 < 0 C E 10 V 0 0 5 > J i -b .1 5 'd = C3 < 4 0 C L 0 7;j 90 C 0 C i o 0 o 2 2 a 1 9 1 10 C6 0 LJ r 1 0 Q C 0 , V E EL '34 0 E C 0 0 E C -31 CL , y V 3 \T, 'N �: A C.9 . u A 0 - 0 o 00 60 s� 0 o 0 Ilk. C 10 z E E d x e; CL Q 0 Tj 0 I a C] In r. � A I I 1 -1 0 0 T- w 0 d a �i o 14 . I a - I i I F3 p -j — m 3: -2 " r '- 11 K v I a Y, 8 'r. i 8 i I, . gI = a i o 0 :3 E :3 0 C1 t6 E C ic ;; - 8 00 j 1A 2 — Q1 - ;.. I "E C] o E x go 0 ag z W; c x 0 o C, - -0 R o > 30- 8 o - m - %; U. 2 I E" 'w 0 § u C -10 - I'.- -. , 4 3 .3 r. r4l is \0 .2 0 & x u u .0 0 0 oz C w E 0 1 2 �6 a �' -2 < o ol rw3c"i A o" L 100"ry Ao% / 4, > K Cie A V) 0- 0 TE 3 o C, � A - - 3 1 i 0 < 0 LA. :3 0 c -El CL OR 10 02 -Z IL 0 i o E E a Z E C C C C C TZ 0 0 E -2 C V1 ou .5 IL CIA 1 03 -E 1 E, E E C 7 C 'o M 8 d r ZE j , I V I 1 0 C] 6 E %2 Q 0 " t C 0 3 r 5 11 z C u 0 0 GE. E E -2 ? x N 1 -0 0 u I E C -6 ZW . . ? h tz 1z A 3 1 E L C E 0 Ck 3 C z uj t Z E I j : � , - I � I IL > o a Lij cc; '.0 c,'*, E w Z I..- C 2C -s C ly J 30 v<2 a. o t C1 x Co 73� 5E 4 0. 1 44. ou te U I 'i E -S tc E 0 0 z C1 V -E C* Inc C P., z 0 LL. i U ! E E s in Cc 'n 3. C.. C Cr p H 2 0 V) 00 u -1 1 1 1 2 0 D 0 _0 0 r S,- 7= E c 0 s t ,,(- t - 3 0 z x K K 3 1 , 1 .5 C 4C I & A, 0 C Z E -C I's -t -T 0 C 8 1 -4 0 U- W� Cr > 2 .5y -z a 2z MM" I D- 7� T. 7 ro :1 P.- 3 4(o u -OL L 1 0 w tA ui C i o E 0 \U, 0 C E T fA z- 0 W 77- C z w 0 -Z 91 cc 9a 0 12 Lo 0 do a.- -f.r . 1 0 r CLUJ 0 7:3 vi C C 0 0 --7 "a x > I Olt- . 5 -Z z 0 -4 U z !� �3 -Z i I u -1 - I I j -1 .2 wA E o JK 0 %^ ? j 'o CL Cie Z . 0 1 1 r., C M 44 - . — -Z :; 0 E z C. A 0 z E ri - �- " a I o -0 V 0 ;t. C 'a & Z 7 ' ' ; < 1-2 1 > E _,u 3:� i c CC 2 z (x . :=�, E -1 s 2 > E ;= n s -- z - P ROVLP-n a R A WN 0 C E 'A .2 1 I .2 A- 7Z Tf -a -,. r, j 1 1 1 C. cz, I ? 8 z 0 0 C C FITLANTIC BEACH C -3 1 L16 g Ix E d - - 2 0 Z 2D 1 8 �L - E z 0 A C 13 1 o = 2 4; C so . t t, ? L 1 0 w -1 r 12 vo 0 > r C I u .0 a .. u z ag NG OFFICF- m I i s�"o: L 2 1 & ; CA: �: I Ic m 1 i m 2 -5 !! -1 - " t � -6 c E 0 E ;A 8 C:H E K E C) 0 CX < (5 a 'A < < A < All 'E :� % C Olt D" > W11 �A cc < > 16. r- < La < < z d D A L)A r E 0 0 a Id Z E gE i u u, CL -,C.AL U= El ry 0. H E E T _'M DESCRIPTION OF MATERIALS loll voll'"i 0 F 5"EETS REVISIONS . BY _7 13*0 -- --------- t-luj I;z e.PoF P il- 10 L) 's'-r tj-eT 7 10 pit- a 1z —A LL f 411%f"1-:0 1 T4 As 1< I T e5�H 15 �Ij E�l V 114.0 it H I ;z.rzei�z,-To I r4 el- F Ujo V, X Ell --d L,.&,Lj \ilz>r-zy YN Li tj r';�Fp"'so/ Nit) r-4 i:�-7 . 'E- c,0. —e,-L C6 LJ -T f F': -4 4- 7Z -4- _T_Z�7. r:;a Lj 14 V^-r 1'o t-j 2. I -re-H r-'o \'1A L_Lj of�- F,12.czj ez'-V I -*o% 71 -'\/At-LJ5� THE -r,.,::H to (P 7) wr2. uf vt o 0 o . 1 10 WA L '71 UP A I.-L_ CA F!;,I Eal. fzlelflal� MIME I I /4- Av15 77�_-, Lip , , -.1 t-4) e y. i�Z *0�7- I evTTzi 06r5i* SH rzL. V-so o� vvAI_L� JAV FRk- S �1 C L C VIM _z oil , 'W W1 X _M7 �Augv Pf q Tlz�"O�_ Co VJA,&-L- 7-0 17, T;"e L U I L T ST :7 ii'x ss" co t4aP,7;4 hj A r- 4N,e-i 4 e- L PRover) C174'F AT 1,,,gNTIC BEACII 13UIL OFFICE 4V JUN DRAWN s CHECKED gy. DATE SCALE . _T JOB NO. tj SHEET, 7/ L11JIT 4 f1j -7, OF SHEETS Ic 1--j-1 71 Ll T IF1 NA7WXM PWMTFA$r NO.186A-24x36 OjVT MAP SH ING BOUNDARY & SPECIFIC PURPOSE SURVEY OF I A t-J, ' - UNIT No. 1 - R-C-B-S CORPORATION LOT 7, NORTH AT 111'IC BEACH DETA;L 'A' A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. (NOT TO SCALE) PI N 2184476.146 PL.�AT BOOK 15, PAGE 10 E 374602.206 CCCO,;' ,AL "S UCT,ON CONTROL LINE 'R 1W C) CERTIFIED TO: 60 PROPERTY DANIEL B. NUNN LINE I DANZLER GROUP A-18 S,9456'OZ'W 0.55' (TIE LINE) 1/2' NOR a 1/2' PART OF LOT I GRAPHIC SCALE 20 0 10 20 40 80 A- IN FEET co I inch 20 f t. Lit LOT 8 0 1/2- m PEF. C:R. ai > La SA�a 1/2- REBAR x I N. 211'368 55 ASSOC. SUR�'EY N83'24'37"E 193.76� (M) E. 6.t-500 48 21 4314. SH'N'--E wcw N8324'37'E 162,70' (IJ) REBAR TO �P E 374610 1343 \ SUILDN-. EJ1.;"--Nm0 I i I I I LB 8 54 185 (EINCROA->-W04T) 1.8,5 0 0 31.05' 'N v) CIETA-M_ u- 0 Q C ONC. i I 5b.5- Lu < STEPS 59.3' "o I I STEP- 2 STORY WC30 SHINGLE RESIDENCE No. 1633 -1ETA'L 'ISHED FILOCR ELEV (23.705) 0 "C- co x Lu STros I u z Q� BRiCK LAND cc4u. 22 0' P.: cc S7E 6 L:K- < Q 20�0* A - C) 10 H STORY BLOCK tu GARA�;E m C:N!SHED PDCR .7 0 ELEV. 12.12 OC$r ELE1. 20.04- 0 z 3.7' -1 L x T5* 2 C� \0 Cr < 14'CCNC. e' 5 7' \20.0' 41 IL C-hc s=-ps 29.27' ip z \\-:EDGE CF 0.7' ODE BLOCK 1/2" FENCE ON EDGE OF NAI-1 z \Zli.i f BRICK NALL CN L;N�- ;E- :CR. < ASSCC. SJ�R,F S83*24'37'8 175 0 3 AR 70 P L3 5488 '_3 !488 14 21,34�74 337 S83'24'37"W 2C-.27' M N. :*25818.63 -9.133 E- a26500 39 E 3746,1 SEASCNAL I NA7,R LN-- x �c7m'- *3' ELEV 9-72 (NOT 10 SCALE) b+C0 LOT 6 2-00 4 21344-6 '45 4+00 4 -0.28* UNE E 374e,12 2C6 COASTAL I CCNST'RtC-,ICN I SKETCH OF CONTROLUNE I S84,56,03"'y 10.41. TPA\;--R. SE AND CONTROI k-r E UN E) A- L) 1/2' D;-'��RCVE c14 .a -0 N 2133562 < E 374,65.188 Cp N' 2134331 4�6 E 3744594.557 NJ 0 zj 1 -2 7'0' f' S88'51'23-,v N 2*84333 712 5 9971 S78 . 16' 04 2 17302- E 374807,555 N 2'3432 So E 374616.071 1 TRAvERSE -�A"ERSE 'i , NA;L NAIL S�,;3,ECT PROPERTY j45 r5 I L �ETA (NOT ro SC A AD 'USTED TR '�.V` SL-- 7'� B.S. F.S. ANGLE RIGHT DISTANCE DESCRIPTION q SET TEMPCRARY BENCHMARK N 2183625.2^,,) N 2184058.685 1 6 641 172'42'36" 131.04' TRAVERSE POIN I E 374829 5,3 E 37454713! "to z ELE'.rA`TCN 8�55) N.GV A C',L A Tr-D, - 0 "o FNI NA" 3c DiS 64 , 1 65 9 6 114.13' TRAVERSE POINT E83*51'21",V 58,90' K N 2-183631 495 t E 374888 078 BLS CU T A 19 AA-19 #1 w 1651064 661 256'35'30" 300.41' TRAVERSE POINT RV* 'n 2 6 -5 0 5 -3- 3.80' SIDE SHOT 4 :? Cn 13" =1 65 38 : 80*01 271.18P TRAVERSE POINT j 352",4'05" 1 89.22' SHOT V) I 7) 6-1 > 68 I IN\ 4 , 683.56' TRAVE-rRSE POIN 5 "'D Niop N 2183928.500 TLj E 374532.197 1 '-1 9 S" 45 1 ;5!3 1 421 113.02' 'RAVERSE POIN TI TRAI,SRSF 1" 100' i I 42 5 6 NAIL 7,4 z 1 169 .35'38" 8 6.16' TRAVERSE POINT #64 N 2'83903.517 E 374843.55 T-1 15'2 3'r)1 263.11' TRAVERSE POIN 8 6 i42L TR�',ZRSE NOTES: PI N 218342&857 NA!L E 374639.726 APPROVED CITY OF ATLANTIC BEACH 1.) BEARINGS AND COORDINATES SHOWN HEREON REFER TO TRANVEERSE 'mERCATOP 13UILDING OFFICE PROJECTIONS, FLORIDA EAST ZONE, N.A.D. 1972 AND ARE BASED ON MONUME11111TS JUN 2001 7/2-81-A18 AND 72-81-A19 A'S SHOWN ON MAPS PREPARED BY THE S7A TE TOPOGRAPHIC BUREAU, FLORIDA DEPARTMENT OF TRANSPORTATION TALLAHASSEE, FLORIDA. zo gy" 2.) THIS SURVEY SHOWN HEREON WAS PERFORMED 10/09/2000 AND REFLECTS CONDITIONS AS THEY EXISTED AT THAT TIME. G -i'19AL 24OT23i E. 1. SEARNCS ARE BASED CN SEE NOTE 1 SH.-,U,\; 7�-ItjS VER'I C L 2. E NO. 1 r) -3-SW:4�4 �4E7 E,'s -ES 47".1i -LOCO ZCNE v 3.1 ELEVATIONS (22.0) -AIR E E3 A.S ED-1 0 N NA T 10 NA L G E C'D E T i 0 A-,r X 11 FRCu FE.M.A- FLOOD VAPS PANEL -40, Yil;1: A TU,',/l A D . 1 G.V.D. 3. IS A S�,RrACE SLR'.Ev CNLY. EXTENT Cr UNCERGROUND P�C07,'JGS, 929. CONTR-! L-ENCH V-FRK 1' ' -118, B R D'S K 1AT-ED '44URVP-:"10j9 "" liNC. P,PES AND U%7ES, F ANY. NOT CE7- RV 5.C,' C 7 15tn 14 21828�'3 371 t-'k 's-s 0 C D 0 'CR T'ALLY SFNS;1',E A14EAS F ROUiND CONCRETE' '.IT 'r3 1 '53'- 271.18' - 0/ ANY. NOT LC-CA�,,:) 0 THE ER -3-8 E 37491-t.041 LAND a ENGINEERING SURVEYS 4 -UR'S0,CT!CqAL ANC, EN1,19CNVEN C E 3746 47. -47 BY 7-4;S SLRVEY. OF 511,54 TRA.VRSE 20.0' EAST TH E C E 0 F E,�S T COAST DR:VLE'. 19.76) 1929 =�915 CEDAR HILLS BOULC�ARD 5. THIS SUR1,EY NAS BASED CN LECAL 1,ESCR:PTIONS FURNISI,,ED AND THE PUBLIC N 2183562.374 TRA'.ERSE $9.22: NAIL wE E 37�tC65 188 N AIL JACKSONV!LLE, FLORIDA 32210 RECCROS '01ERE NOT SF-AR'-1-E0 91 THIS SURVEYOR FOR EA-SEVENTS. TITLES, CO' NANTS Ln RMJ2 OR RESTRICTIONS T�4AT MAY AFFECT -,HiS PARCEL. 06 904-771-6468 4.) THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE RELATIONSHIP OF THE N 218-3625.200 8. UNLESS OTHERWSE STATED ALL IRCU PIPES FOUND HAVE NO ZENTIFICAT'ION. COASTAL CONSTRUCTION CONTROL LINE AND OTHER PERTINANT TOPOGRAPHIC ALITC;O ZATI-'�"N& L9 0005488 7. NOT VAL10 WITHOUT THE SIGNATVRE ANO THE ORIGINAL RAISED SEAL OF A FLORIDA E 374829.518 CERTIFICATE OF Ri 0 AND MAPPER. ---SED SURVEYOR INFORMATION ON THE SUBJECT PROPERTY. 'Y,-'iY 0 Ell - GUY AN I HEF-EBY CERTIFY THIS SUP'ic- ' XS D N' � UNDER MY CHOR LEG-2-ND/AMEREVIATIONS (R) RECORD C7 0 - SET IRON PIPE (SIP) MARKED P.C. - POINT OF CURVE (M) MEASURED DIRE . SUPERNASION AND -MEED S THE,MItAMI-IM TECHNICAL *ASSCC. SURVEY* OR L.B. 5488 P.T. - POINT OF TANCENCY A CDCR-k Alaf 5.) THE COASTAL CONSTRUCTION CONTROL LINE WAS RECORDED IN MAP E300K "C", ST',N1..-1,RDS ;'OR LAND SLIR'11z'�ING 136RSO�:1-11j TO CHAPTER 0 - FOUND ;RON PIN OR PIPE (FIPJ C/L - CENTERLINE L ARC LENGTH -6. FLORIDA ADWNISTRAJJIDN CODE, '.HAPTER 472, n - FOUND CONCRETE UONLIMENT (FCM R/B - REBAR R RADIUS PAGES 72 THROUG--4 72�-i. SEE OFFICIAL RECORDS VOLUME 7,379, PAGES 61G1 F.S. PI X - CROSS CUT OR DRILL HOLE RI'N - RIGHT OF WAY C CHORD 1769, THTOUGH 1782, CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, BY: �e P.R.C. - POINT OF REVERSE CURVE W-W- WIRE FENCE 22 WATER UETER A.M., 1992. CHARLES L. STARLING P.C.C.- POINT OF COMPOUND CURVE 0-0 - WOOD FE-�:E OW WELL 1/.) )-10�"�-,� 1, DATED JULY 23, 9: 12 N 2183488.357 FLORICA CERTIFICATE NO. 4579', B.R.L - BUILDING RESTRICTION LINE CONC- CONCRETE STRM LIGHT E 374689.726 (ORB) - OFRCtAL RECORDS BOOK X-X - CHAINUNK FENCE tr - ELECTRIC - UTILITY 6.) THE OWNER OF THIS PROPERTY IS DANIEL B. NUNN. JOB r�o. 25249 bATE (ORV) - OFFICIAL RECORDS VOLUME POLE TRANSFORMER SCALE 1 20' DRAFrER D. HETTRICK J.E-A. VaSOWLLE ELECTRIC ALJTW�My-OU- OVERHEAD UTILITIES PE - POOL EMOVID(T S X JL- ":s ovo C� p, r