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New home plans 2005 i mwvfafons I 8" PAINTED FASCIA Lu 5" FRIEZE TRIMLu lu O j ARCHITECTURAL SHINGLES w Q Q 12 U Q d to HARDILAP SIDING � � � lU DORMER/2nd FL PL � U - - - - - - lu z cl z — uUwd) — — DORMER PL f > w Iz UALzd O -OLEI tL a' — — O -1 Uv LL M FLz c4 1+U Q NZ 2nd FIN FLOOR _ - — zO S p d Ist FLOOR PL- BASE PL lm z0 {k Ik , Q p — - — - - — — — — — — - - - — = BONUS ROOM FIN FL +- U - - - - - - - - - - - � u- U QL O N � � � — - — - - _ GARAGE E GLCx PL )- w F- ® 1- --i- 1 _ z LUz W z p ---- O } O i-- O IX Uiu0NUQ AtEl, Lij At — O � O �--� Zz MAIN FIN FL MAIN FIN FLOOR GARAGE FIN FL - - — - — - — - — - - — - 5" CORNER TRIM L 10" DIA! COLUMNS WINDOW TRIM TYP. TO FRAMED FACADE HEADER W/ 2" LINTEL TRIM - 5" REVEAL W/ MOULDINGS FRONTELEVATION _ PANEL SHUTTERS ,� uj 2" SILL TRIM - 5" REVEAL .� 1 � 1 1 U-- i I J-Lr4 Q Q) tj U4 DORMER/2nd FL PL 12 _ 10 DORMER PL �IT- — - � O Q 5:'LLij 517M t LuO Q) m� crJ � EI - 3 m r 12 1z - - — 3 5 2nd F*FLOOR N BASE PL - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - = IstFL OR PL 1 N At At a j 1 LJ I i I MAIN FIN FLOOR - MAIN FIN A AFIN - - - - -� �- - - I - - - - - - - - - - - - - - - � Q � Cz R GSE FINF L Z - 3: 10" FRAMED SQ. COLUMNS d TO FRAMED FACADE HEADER Z W/ MOULDINGS REAR ELEVATION- SWEET A - 4 � ! it r it f f I A U4 �u z o �, I i N Q U (L d i LU ' IL - 0 .4 O .4 O Q N 1A } W III � Q U 4 Q (3JU Q ® ® JU 4 V I O i 3 fllt? Nz O U LotjE I o r, k ® 8 1 v-a QC .4 2 Ik ar o n ar1 ,01 . rj):3 (Y f N pL � Q UwUNUA-. aa Ask o G mac r oa GENERAL FRAMING/,LAYOUT NOTES: GENERAL INFORMATION: II SQUAREFOOTAGEASSESSMENT: '— 1) EXTERIOR WALLS: - 2xro 02 SYP a 16 O.C. TYP. L° - 1/16" OSIS W1 TYVEK OR EQ. VAP, BAR, D LU IL Construction T e: T e V I - HARDILAP COMPOSITE SIDING AND TRIM �p �p 1st Floor: 2-153 sf - R-19 INSULATION SELOUJ 1/2" SHEETROCK (2001 FB C Table 600 2nd door: 1216 sf Uj j Unprotected, Unsprinklered 2) ALL WINDOW AND DOOR. OPENINGS PER MANUFACTURER'S ----------------------------- SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND Total COnd, S Ft 402 sf REQUIREMENTS AND STANDARDS, C� - Bui Id i ng IS LOCATED in wind-Dorn debris reg i oil. - GARAGE DOORS SERIES 280 - D.L. 25 PSI/T.L, 31.5 PSI LU ' I WINDOWS LESS THAN 18 AFF TO BE SAFETY GLASS " orage/Future SOnus: 610 St V Structure Height, 31 -2•. +/- Garage: 108 sf _ 3) INTERIOR FRAMING 2X4 TYP.,� 2X6 AT PLUMBING AND BEARING 0 v Mean ate Avg.= ------- WALLS > 10 HT, FINISH 1/2' SHEETROCK (5/8 OPTS Lanai : 894 sf Stories: 2 ' - - Entry. 212 sf m 4) PLATES: 1st FLOOR MAIN: 10 1 1/4 PL ------------------------ (� FLOORING: iro" FLOOR TRUSS W/ 3/4 T4G CDX -- ------------- LU 0 0- - Basic Wind Speed 120 mph C3-seconds ! SUBFLoo TOTAL UNDER ROOF: -1123 sf 14) z 2nd FLOOR MAIN: 9'-1" PL---> 20'-1" TOP PL N -�-� 2nd FL DORMER PL: 20'-1" PL - Wind Importance Factor. i GARAGE ROOF PL: 10'-1-1/4" PL �. f �Jlay.I" �1�Zs� Exposure Ex Cath Or : GARAGE CEILING PL: 8'-1-1/4" + leo FLOOR DROP TO MAIN 14 p g y i�P�2�co�s 93 Lt7 FLOORING: 14" TJI FLOOR JOIST W1 .31411 T4G CDxt'` BONUS/DORMER PL: 11'-10" PL - Internal Pressure Coefficient: PER ENGINEERING SPECS 5) MAIN ROOF PITCH10/12, OVERT-TANG 16" TYP. ENTRY PORCH: 4/12 "� � - SE1= STRUCTURAL ENGINEERING SHEETS INDEX of DRAWINGS � 1 � ,� � m i - REAR PORCH: 3/12 FOR ALL COMPONENTS, SPECS CLADDING - DINING VERANDA: 5/12 AND INSTALLATION REQUIREMENTS IN ACCORDANCE - 2nd FLOOR REAR: 6/12 A-1 Site Plan LU WITH SECTION 1P Oro- 2001 FLORIDA BUILDING CODE. - ROOF DESIGNED FOR ARCHITECTURAL SHINGLES ROOF PER CONVENTIONAL FRAMED LAYOUT A-2 1St Floor Plan n 93 FROM STRUCTURAL ENGINEER _ A 3 2nd FI [an IIS — rc• I 1/16I, OSS ROOF DECK UJ/ #15 FELT - CONVENTIONAL' � FRAMED OVER GARAGE/GAMEROOM Cal� I 4 STORAGE AREAS A-4- Front 4 Rear Ir Elevation :: IVE 0 I 6) FOUNDATION SET AT 3-4 COURSES MIN. ABOVE FOOTER CAP, r . VERIFY AT SITE. `x A- Side Elevations crr�� r-� ��c, ar CONTRACTOR TO VERIFY SOIL SUITABILITY FOR CONSTRUCTION WITH OWNER'S ENGINEERING AND TESTING SPECS., A-(0 1st Fl Electrical �) ; INSULATION AREAS TO INCLUDE: A--f 2nd FI Electrical o o - ALL EXTERIOR WALLS PRRQVED Z n - ALL WALLS ADJACENT TO UNCONDITIONED $FACES I °�� i0 L�EACF1FFICE section Page ALL PLUMBING WALLS �- - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS MAY Y 2905 j z r 4 nclat I on Plan 8) PLUMBING BY OTHERS - u 5-2 Floor Framing � S) HVAC BY OTHERS Schematic 1_a�O t � �( S- / Roof Plan 10� PR JECT STRUCTURAL ENGINEERING OF ALL MEMBERS , BEAMS GIRDERS AND BEARING POINTS TO BE BY h�mat I G l.ay0ut SHEET I ERTIRED FLORIDA STRUCTURAL ENGINEER, COVER I Rev1slons ro'-2" 11'-4" 6'-2" 23'-4" 43'-2° 2"1-6" 12'-0" Q N Q lu 10 x10 FRAMED COLUMNS W/ MOULDINC35 '-O" 4 u �0- 4-l0 cv lu z QL pi ON 12"xl2" BASE TO 12" HEADER SOFFIT - z Q Q O6 DK 12'-O° 12'-O" Q / a0 Lu/401 FCs � _ , >k l0'-8" a o u m 'e N �� 4' 2..149 U) 1 O 1 -O Qw > � ® - — - — - — - — - — - — - - - - - - - - - -- - - - - ® - -- - - - - - - - - - - \ _ uQw - -- - - - - - - - - - - - - - - - - - - } COY \ � 5'-4� / s � D — - � d � FRED PORCH � � � u � SCREENED PORCH Q u � z � 10'-I-1/4" PL 10'-1-1/4" PL (K I 6' FENCE d O O + 4" STEP O _ O ' N9 I ,� O _ + 4" STEP cU WIC UJ O o / 0 -1 u pl 4 S�_4n 41-2u 8•-0" ��_4in 6'_ " Q 3'-O© LL I `Q I LL _ u Z O 2-1'-fou r I " i n m o INING RO M ° � O _ 6-4 _ Q z O La 4O a 10' HT TRAY a 2�'�u y�"8n 19'-4" `� i S_O O Q cn N z tX —71 z yj f � z . � ' SH 3060 FG 3016 8 F TO 12' HT ( ii 8 -O n _ z F- Z z SH 3060 FG 3016 $�2'� $'-4" \� '.Q" 8 I I SH 4060 2x80 R DR 5 4060 , , O � O jZ N O O _ TE= _ SUMMER KITCHEN �9 u L W u c� W/6016 FCx �S'_O�i N w/4016 FG W/6016 FG w/4016 FG CAS I j U :3 O R, 068 Fr. Dr: I OUTDOOR - - _N - - - - - - - - - - - - cv +� \� \ �\ �i��UO W/3o16 FCx' I O a� I SHOWER z W z Z p - - -- - - - - - - - I a I ~°ham — — — 3068 Fr. Or, u U1 u cA u (L ' x EFRIG I IVHT p SH 30404,-D" W/ ICE 10-I HT 'I 1 l Lm I I O � �u 2'-O" ED s-Id N =7 FIRE LACE m KITCHEN O `� ' I GREAT ROOM AT 30" aFF = UP 2 s AV I _ �� 1 10'-1" HT i---i 1 ' i �- - WORKSHOP Q I ~ 10'-I" HT CLOSE W CfJ �, I I i u , I O O MASTER BEDROOM I ca I N 4-0 3�� - Q 4'-0 I x f.d sR ldJ RKED s-I HT � 10'4 PL W/ TRAY TO 11'-4" HT ' I z _ I m ! = o I 0 cV. - �' - �Y- x _j(2xIO TRAY JOISTS 0 16" O.C,) � I � I E _ _ _ Q } e� I 0 � �9 N 1 �'-6 o 3 m a e I 3'-6" 2'-r0" `Q 5'-o" 19'-ro" 2'-11%" � I ' I I I zl L ISLAND W/ O ' ' AV I i I 10'-I" HT 4 I _ H cn I - - - - - - - N - - - - - - � SEATING= HALF-WALL u HE _ It — - — - — _ CLOSE I iY1 - 1'-O° 3'_4"W/ 6" GAP n 11 O WATER SOFTENER a0 HUTCH u _ _ � '= Av ' - NICHE I I d OXNT! s- 2080 ^ – 4 x 8 Ar h GO WARM DRAWER I I (\ 880 d u S 2880 – – ® ICE c0 d �J _ -4 �q 3 8 CO i PoWd r COATS I I W/ 2 - OYI=NS', x _ I I MKR - – – _ � 2'-O" 1' 8-O�� '-4" om 6'-2" 11-01:1 �� u z z �- _ O — — ' 3, x "( ab dVER AA lA i 4-10" ' 'i' _ _ J 3-ro/2 ti ^� '' SPR ' " ' I- cA U i O 3-$ �n 8-1 HT N — +� -S 2rW, 8�"`� Room t- I '� — — — — - — � _ _ _ _ cD - G ' ArchX O 12" BAST= O m (1 F_ - HUTCH NICE x 8 CO I I I CABS CAB _ A L j.� ! N 1 AR OIR1= I STEP in � I I cA 0o " MI OQC o RR RM,4STER � � � 1 _ � �� o vDOWN - ol 432x80 pack "'SUITEI1 N O03' g'I - fn cv O I ' " 5-'_� ' I I 11 IRONi b- 10' I�T I (A BOARDLum -IN CLOSET 3-�' '_8,"I ,d" T D 1 NOME OFFICE MUD ROOM ° -i-' x x1s" "SR -I 10'-1" HT Z I i 10'-I" HT N W SH r d "i2" I VERIFY ALL _ I _ A TUB _ I SHELVING �0 DRESSER I cA _ _ 1 X10 12'-�%2" �► 41 ca .—. - a o �I_811 N i O R 3 CAR GARAGE r - - - - m 10'-1-1/4" ROOF PL - SH 2480 SH 2450 1 I O 8'-I-I/4"; CLCx PL O - SH 2450 - SH 2450 + 16" FLOOR DROP ' C11 I - - - - b O cn "x-72 FG FCx5H 3 60 SH 3 60 _ 5H 3060 SH 3 60 ' to 3014 FC ABOVE 3014 FG ABOVE _ ® O 6014 F ABOVE 3'-8" 6'-8" FL in 3'-8" .3'-10" 6'i g" 3, 0 i'-ro" 2'-6" 2'-(o" 1'-6" 3'-<0" 0-8" 3'-10° '-8" 6'-8° 3'-8'r -i'-O° �'-O" OL c�1 O r - 14' 10" a,-all 14-0 � L Ott Q ENTRY o L 'd ^ � I 10-I-IPL ® - - - - - - - - - - - - - - -+ `�1STEP- - - - -- - - - - - - - N p �I J x - 4x4 PT POSTS IN 12" DIA COLUMNS ON ' I 12"x12" BASE TO FRAMED PORCH FACADE AT 8'-8" PL STEPS UP 12'-0" 8'-O° L IL 12.0 a -O" SH 3060 SH 3060 Q S 1-0" 14'-O" 14'-O" 26'-O" I 98'-O" O lot Floor: 2-753 of 2nd Floor: 12-76 of a Total Cond. Sq, Ftg.: 40213 of d � Bonus 4 Storage: 8-IO of A , Garage: 1088 sf . Lanai: 894 of Entry.--- 2-12 of SHEET ; stFloor A - . 2 I i i i i i it _ � �?wlslyns W w I-- W z tx 4-2 151-411 41-211 w O p N lu ` (L N tLO � � AzwQ. 4 � p O UQwd d > d) 43'-2" 0 � z �- 3'-23/4: �o'_O�� 3' 4" 3'-4" 5'-3%4" 14'-10!2" m p w u u- in Z u 1) z W t- . SH 080 24x24 FG SH 3050 SH 3050 ij j -4 O 0- }- U 14'4' . d) z : 31-2V2" 8'-4" 2'-l0" _ z0 d) IV Q N WINDOWS At -4 AFF z I L d Z Z TUB - j d I 1 n 0 �, SH 30ra O O O ° SHOWER ' 1 r✓" , cf) O O CA I SH 0804 SH 50 U []t O �i � � \ BEDROOM 03 a 10 I-- >- n� u I � Hr �, I U I I 1-6 HT I Z W Z Z O \ I WINDOWS AT l'-8" AFF I I I O } O O Iu i " 1 1 \ I UWUd) 00- \ 2 14-10 \ 2 144 UE; \ ° 5ATl-� - - I Q lu z_ I z O g� \ m - 5EDROOM #4 Q csJ 9-i" HT, HVAC \ 14 ut VAULTED CEILING ` m �~�, } } CEILING VAULTS — - — - ° _ 1 �� TO 8'-6" HT STORAGE - - — - — - - - - - °� lip" cp 7-O NEE-WALL a— - — - c 5'-10" 1'-8" 2068 it } ' 246 N 8'-4" 1O LINEN m 8�_ 11 6'_ z cv m a� WALK-IN CLOSET =n �8s� - B,4TI-� DORMER a1 fL BALCONY 5068 BP �' uj +14'L25 I +141.25 v NW - cq OPEN RAIL PER SBC 1015 — _ — — — — — — — ° I .yV �+ VAULTED CEILING N ca CLOSET LANDI G I 0 / BEDROOM 02 `" X 1 I O ` Q o BONUS ROOM Nt / N CEILING VAULTS N LOFT Q 112 +112 , i t ' 1 TO 9'4' HT CEILING VAULTS 2068 - TO 9'-1" HT ! 6'-4" NEE-WALL HVAC - U 22'-0" - FOYE 14'-O" '-10" 4'-'1%° iz Lu v QJ / _ I z OPEN T VAULTED � I VAULTED CEILING CEILING ' i / BELOW � � v ED VAUL ED I C LIQ NG BOOKS , 800KS cEILI STORAGE V L Q 5' NEE-WALL I 5' KNEE-WAL 5' K EE-WAL U I I ♦„� r O (� L' CEILING VAULTS i i = -� TO 8'-6" HT - — - �� b ' d >I j-�- 22 0 I DORMER o _ GENERAL FRAMING/LAYOUT NOTES: DORMER I DORMER `� I DORMER 1) EXTERIOR WALLS: - 2x6 2 SYP Q 16 O.C. TYP, I CIS SHELF r✓''-10" 14'-4'! cD a " "I'-8" Hr ABOVE ODOR T-8" HT - 7/16" OSB W/ TYVEK OR EQ, VAP, BAR. - HARDILAP COMPOSITE SIDING AND TRIM �q - R-19 INSULATION BELOW 1/2" SHEETROCK SH 3 56 S 3056 SH 3056 - 19'-2" HT Lu 2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S - - - O 0� SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND O O O _ ! +--► 0 REQUIREMENTS AND STANDARDS, O I 4 g m tu - GARAGE DOORS SERIES 280 - D,L. 25 PSI/T.L, 3�,5 PSI — - - - WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS N U lit O >r I ._ i z (jO lip- o z o 3) INTERIOR FRAMING 2X4 TYP. 2X6 AT PLUMBING AND BEARING _ 0� WALLS > 10 HT, FINISH I/2 SHEEtROCK (5/8 DPT) i — 4'-8" 4) PLATES: 1st FLOOR MAIN: 10' - 1-1/4" PL FLOORING: 16" FLOOR TRUSS W/ 3/4" T4G COX SUBFLDOR � Z'-6" HT 2nd FLOOR MAIN: 9'4' PL--> 20'-1" TOP PL 2nd FL DORMER PL: 20'-'f" PL GARAGE ROOF PL: 10'-1-1/4" PL SH 3050 GARAGE CEILING PL: 8'-1-1/4" + 16 FLOOR DROP TO MAIN FLOORING: 14" TJI FLOOR JOIST W/ 3/4" T4G COX BONUS/DORMER PL: 1'f'-10" PL 5) MAIN ROOF PITCH 10/12, OVERHANG 16" TYP. - ENTRY PORCH: 4/12 - REAR PORCH: 3/12 - DINING VERANDA: 5/12 - 2nd FLOOR REAR: 6/12 l.11 - ROOF DESIGNED FOR ARCHITECTURAL SHINGLES Q - ROOF PER CONVENTIONAL FRAMED LAYOUT O O FROM STRUCTURAL ENGINEER i - 1/16 OSB ROOF DECK W/ 015 FELT - CONVENTIONAL FRAMED OVER GARAGE/GAMEROOM 4 STORAGE AREAS - (L U. 6) FOUNDATION SET AT 3-4 COURSES MIN, ABOVE FOOTER CAP, VERIFY AT SITE, CONTRACTOR TO VERIFY SOIL SUITABILITY FOR CONSTRUCTION Z WITH OWNER'S ENGINEERING AND TESTING SPECS, c� ' U -1) INSULATION AREAS TO INCLUDE: - ALL EXTERIOR WALLS - ALL WALLS ADJACENT TO UNCONDITIONED SPACES ci - ALL PLUMBING WALLS - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS2nd Floor 8) PLUMBING BY OTHERS SWEET 9) HVAC BY OTHERS 10) PROJECT STRUCTURAL ENGINEERING OF ALL MEMBERS, Lm BEAMS GIRDERS AND BEARING POINTS TO BE BY CERTIFIED FLORIDA STRUCTURAL ENGINEER, i i MAP SHOWING SURVEY oF THE NORTH 150.00 FEET. OF LOT 5, BLOCK 9,SELVA MARINA UNIT NO. 5, AS RECORDED IN PLAT BOOK 30 PAGES 29 & 29A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I JNINOZ'R ONimin8 1 HOV30 OI1NVllV JO AdI3 1 ' i 1 _ _II 1 1 6 116"PA LCO YC K 9 , i J ' 12" A 15"PA Z B L ' & 12" 1 UTILITYMENTJ ; 1 5EWoE�Egg IRON) i2�P 10 rz- �-� �p 1 k, TN to r ^ 1 J f• �� TO J J J 15PA ^�o .. v , 1 J J JQO (2 J J 1 c N 0 it y tT1 JJ ;X10 ET , - , psLAo 1 J J N 75 13"PA n 1 J J 1 C t rn J. JJ 1J J J J 26"Hf _ W TNES9 Z iFouND REBAR J 7"PA " J I�' ' 10% D -G 16-PA • ' 1 6"CH JO"CH SPA , 72"PA 1+ . 1 J J J J J X13 PA ` 1�4"PA3 P23HI A 1 15"TREE • 0 i 1 "6 PA 1 5 PA 17"PA 10 1 0 3"*'Mr , 10. 37 HI A =Q 9 J 14"PA ' 13"PA f7 PA 1 36 qw N�. J ' SWE 4"PA L0 PA 1 14"LA 00 ..�� 2"PA � 11PAI 0 PA *0 PA " 1 � 3" 6LA " PA (n� < s PA 91 Pa , , m 11 -+► �' NOTES: ©101A 0 1 �13 L 0 8 PA ..a Z THIS IS A SPECIAL PURPOSE SURVEY TO SHOW OPA. 4 PA 10"LA Ln (�,� 11 tT m 12 1 p TREE LOCATION ONLY. 20" a 10"L 0 ' 0161A 0 tt ...a. ,� 1•�. 15"PA Qs"ca c 1 ` 101 0 t4-"p BUILDING RESTRICTION LINES AS PER PLAT. T2 PA ..�• 7"WAX 1 1 J •;�` BEARINGS ARE BASED ON THE CHORD DISTANCE OF O , � 1 "PA t ► THE EAST PROPERTY UNE OF LOT 5, BLOCK 9, BEING�oPa' 10 101 oc 3Pa 1 OVA TREE S 13'59'45" E CALCULATED FROM PLAT BETWEEN 13131A 0 • o, R1 FOUND IRONS AS SHOWN ON SURVEY. � 6CH ,. Z C'1 10 PA f0"L© 1 13"PAf; B"PA "� -- W11 TREE'' 1 12 PA PA r' f0 PA 10 PyA� � TREE LEGEND � 3Pa T1 'Ti9 Pn E END THE PROPERTY SHOWN HEREON I Ln A N Z 8 PA 27 Hl� 1 PA o ..i ' \ � 1m APPEARS TO LIE IN _ s"Fa zPa , rbP �+7Pa � sPA � L 0 = LIVE OAK FLOOD ZONE X X SHADED and AE (EL 9) AS WELL - -{ 49 MAP `1o•c o , 1 LA 0= LAUREL OAK ' Z N'WA,' +�� '3Pa isPA �Pa \ �� PA = PALM AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 120075-0001 D, 3 PA 2`P "I'o I ' N 1 m lo` - HI _ HICKORY REVISED APRIL 17, 1989 FOR CITY OF ATLANTIC BEACH 1' co a � 13 as f3Pa CH - CHERRY O c- 13"PA 131PA 13"PA 131PA \ 25 Nl� .. ^: ) z PA �� 1 A TA = TALLOW DUVAL COUNTY, FLORIDA. 10" rs�ba 2 " • io ��n �� ' � 1 TREE= UN1D T L G \ 125.0 1081 �N � EN IFIED APPROXIMATE TOP " 13"PA 13"PA gU1�DIN0 R LINE 'o SWE = SWEETGCIM . ..� ESTR - Z MAP = MAPLE OF CANAL BANK fi5 PA 12 -AL12"PA w Z c m 21 PA 112 PA " i0 PA 2Pa f2PA 12Pa n, 1 011 WAX = WAX MYRTLE 12 PA' fO P* 17 PA 13 P , 12"PA * 7"WAX 6"WAX 12 PA 1 13j~PA Oft rJ 2 % 19 � "PA 13"PA � ' o� �v •+ L; o. H SPA�10"L D - � m 'm 1� 5 1 0 C K 150.0 FEET) C� ,m CBT THE NORTH 1 (EX , 1 - 275.00 --g 77.p5'36 j P.C. � 4 LOT K 9 1+` B L O C THIS SURVEY WAS MADE FOR THE BENEFIT OF JOE i FITZGERALD AND 1S IN COMPLIANCE WITH THE 1 MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 C17-6 OF THE FLORIDA ADMINISTRATIVE CODE. 1 I i DONN W. 1300WRIGHT� . . ' UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF; A P M FLORIDA FLA. LIC. SURVEYOR AND MAP IS FOR INFORMATIONAL PURPOSES APPER No. 3295 LICENSED SURVEYOR AND'MAPPER, THIS FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. 29 j3672 ONLY AND IS NOT VALID. � I •-� l � - _ 1 1 l . FIDE. DRAWN BY. B-OAT)NRIGHT LAND SURVEYORS, inc. 1711 , SOUTH �SCALE' 1" = 20' 2001-161 LGH `5th STREET BEACH FLORIDA DATE:MARCH 8, 2001 SHEET 1 OF 1 (904)24 I1+t.