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1769 ATLANTIC BEACH DR - SITE PLANSe-1100- SITE PLAN LOT 36 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PUT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECQWS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 Is 30 IN nu) 0 rn I inch = 30 tL <r M 'n co 00 y 5A CO, -0 ILOW 19 A, Jr OF GARAGE TO SAM OF RMT OF I GS ARE BASED ON THE CENTERLINE OF ATLANTIC 13EACH DRIVE AS BEING S3T4116"E. 2. AGE ELEVATIONS SHOWN HEREON ARE BASED ON NAMD 11959. 3. �AMOS SHOWN HEREON UE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP COMMUNITY NUMBER 120075, PANEL NUMBER 0406H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON 9 E PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.1,R.M. 51 E INFORM TION AND DELINEATIONS ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID 11 INFORM TION. INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARIT OF PUBLIC WORKS. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAW IBM. 5 NO LNDERGROUNO FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER W SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7 THIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1"-30' OR SMALLER. 8: EN & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9 T 1Q DIM ID BUMS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISMSED. MVISON E IN FEET AND DECIMAL PARTS THEREOF. 11. S STE PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEM FREEDOM OF ENCUMBRANCES. 12. THIII PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL. STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY AND ANY UANUTY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. LIN COMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIII PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. SU AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR M THE PARCEL PROPERTY LINES UNLESS SE NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. Is. P TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THI NOT A BOUNDARY SURVEY. 11 PU S DEPICTED HEREON ARE BASED ON THE CIVIL CONSTRUCTION PLANS. THEY ARE SHOWN FOR IL PU INFORM IRM TIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION IFO H TS OR ITS AREAS, E FPE SITE I T 1 9 S WILIDU BOARD, * AND 00 T U HE UNDERSIGI N :S ' A S C U I - 5 9 H 9 E P T P U DING AND OTHERWISE SS 0 _ 6 twIS 07 LE nHE I P kSE REFIER IS H S No A TI I OT U JC C S S 51 P SIDEWALKS ,RM 1'0 AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CIVIL CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOOV ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STAND D& CROSS SLOPES SMALL BE NO MORE THAN 2X THE POR71ON OF THE SIDEWALK WHICH TRANSVERSES 0 THROU THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, ALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. NAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT INMENSI INS. 20. A/ PADS MUST MAINTAIN X AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH, INTO A DRAINAGE EA 7 DUE TO DRAINAGE PURPOSES. RE REVISION 0: REVISED STE PLAN - ADDED COUNTY COMMENTS (1/23 8) (DIG)REVISION X, REVISED STE PLAN - UPDATED HOUSE VIES) PRvAR0 FOR: OSSI HOMES JAN 2Q18 DENOTES PROPOSED PAVERS mom mom am V We -w W Mslrf Fe. - cup= Y no WMY 00-m,YmCPPMN= N%M INS" FLOOR W oawa a ELEVATM MUST RE 24' DENOTES CHEMICAL TOILET 400.00 56.63 N37-42-02---W-_j 56.55 0WL P.% - r PM L Ylsa1M Ili Nvm cm-ew 0'31'36' 4,116 Sq. Ft. 6,724 Sq. Ft 61.2% RAM 1- OBIOIa.W W AVOYT WNR W MW WMM 91 L-� ft� DAM LSA 00FARM AMM mole iMe =MTlgz�= L - 001M M amis wak AJO to _;or am LN Cants msomp"I" " W VZW WMANhT &D PM I= mr-� JAN 2Q18 DENOTES PROPOSED PAVERS LINE DIRECTION LENGTH N%M INS" FLOOR DENOTES PROPOSED CONCRETE ELEVATM MUST RE 24' DENOTES CHEMICAL TOILET 400.00 56.63 N37-42-02---W-_j 56.55 DENOTES FUTURE 4" TREE IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. FIL 0'31'36' 4,116 Sq. Ft. 6,724 Sq. Ft 61.2% LINE TABLE LINE DIRECTION LENGTH LI(P) 02'4l'18"W 13.00 L2(P) S32141 -18-E 00.00 BUILDING COVERAGE COVERED Sq. 3,370 Sq. Ft. 1 6,724 Sq. Ft. I 50IX cnmw To:OSS1 HOMES BARTR" TRAIL SURVEYING. INC. 9 &A EAUMM vim LAND SU—RM0RS - PLANNERS - IAM DEVEWPURNT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 10621114-2224 FL <T -DK MWAM GFJZN COVE SPRINGS, 32043 FAX 284-2258 ry gum CERrMCATE OF AUTHORIZATION LD S1 INOM COPYRIGHT 0 2017 *1 HEREBY CERTIFY, that this survey graphically represents the results of a field survey made under my responsible direction and complies with the latest Standards of Practice for Surveys as promulgated by the Florida State Board of Professional Surveyors and Mappers. Chapter 5J-17 F.A.C.; Pursuant to section 472.027, Florida statues, subject to all notes and notations shown hereon. N/A N/A in FIELD WORK COMPLETED MAP ORIGINALLY SIGNED' N/A THOMAS P. HUGHES, P.L.S. STATE OF FLORIDA LICENSE NUMBER LS 3507 NOTATION: The survey hereon was made without benefit of abstract or search of title, and therefore the undersigned and Bartram Trail Surveying make no Certifications regarding Information shown or not shown hereon pertaining to easements, claims of easements, Rights—of—way, setback lines, overlaps. Boundary Line disputes, agreements, reservations or other similar matters which may appear in the abstract, or search This survey Is prepared and certified for the exclusiveuse o' the client named hereon and the survey map and report of the copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. DRAWN BY. DDM CHECKED BY. DBG F.I.R.M. FLOOD ZONE W/ ELEVATION: X (N/A) PANEL NO.: 120075 0405H 8/3/13 FB/PQ N/A DATE:* 12/22/17 1 SCALE. 1„-30, PROJECT NO.: REVISION: B 1191 1 SHEET I 01`�- -1 CURVE TABLE CURVE RADIUS ARC LENGTH CHORD omiancN I CHORD LENGTH DELTA 1 CI(P) 400.00 56.63 N37-42-02---W-_j 56.55 6W42" C2(P) 1400-001 3.68 1 S41.29`35*E 1 3.68 0'31'36' cnmw To:OSS1 HOMES BARTR" TRAIL SURVEYING. INC. 9 &A EAUMM vim LAND SU—RM0RS - PLANNERS - IAM DEVEWPURNT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 10621114-2224 FL <T -DK MWAM GFJZN COVE SPRINGS, 32043 FAX 284-2258 ry gum CERrMCATE OF AUTHORIZATION LD S1 INOM COPYRIGHT 0 2017 *1 HEREBY CERTIFY, that this survey graphically represents the results of a field survey made under my responsible direction and complies with the latest Standards of Practice for Surveys as promulgated by the Florida State Board of Professional Surveyors and Mappers. Chapter 5J-17 F.A.C.; Pursuant to section 472.027, Florida statues, subject to all notes and notations shown hereon. N/A N/A in FIELD WORK COMPLETED MAP ORIGINALLY SIGNED' N/A THOMAS P. HUGHES, P.L.S. STATE OF FLORIDA LICENSE NUMBER LS 3507 NOTATION: The survey hereon was made without benefit of abstract or search of title, and therefore the undersigned and Bartram Trail Surveying make no Certifications regarding Information shown or not shown hereon pertaining to easements, claims of easements, Rights—of—way, setback lines, overlaps. Boundary Line disputes, agreements, reservations or other similar matters which may appear in the abstract, or search This survey Is prepared and certified for the exclusiveuse o' the client named hereon and the survey map and report of the copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. DRAWN BY. DDM CHECKED BY. DBG F.I.R.M. FLOOD ZONE W/ ELEVATION: X (N/A) PANEL NO.: 120075 0405H 8/3/13 FB/PQ N/A DATE:* 12/22/17 1 SCALE. 1„-30, PROJECT NO.: REVISION: B 1191 1 SHEET I 01`�- -1 QmZ� 0 m 0 O q " Ma � G C1 0 0 0 0 SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUN WINDOW WINDOW WINDOW WINDOW 9 4 -9 O QLL q Y 0 0 0 O SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG WINDOW WINDOW WINDOW WINDOW R310.1.1 Minimum opening area. All V-4gency escdpe andrescue openingssho l have a minimum net clear opening of 5J square feet (0.530 m21. Exception: Grade floor opo ingsshall have a minimum net clear opening of 5.. square feet()465 m21 R31012 Minimum opening height. The mi— net n eor opening height shall be 24 inches (610 mm). 13 PA opening width. Th netclear openng width shall be 20 incnes(508 mm). R310.1 A Operational—instmints. Emergency escape and rescuo open i shall b operational from the ns de of the room w thout the use of keys, tools or siedal knowledge.. PROVIDE SAFETY GLAZING PER NBC RESIDENTIAL R308A5 HAZARDOUS LOCATIONS DOOR SCHEDULE TARS- DOORME REMAINS COVERED ENTRANCE/P GARAGE DOOR Q 4-0x8-0 ENTRANCE DOOR W/SIDE LfTE © 16 0'x8'-0" PORCH SLIDING DOOR 8'-0" x8'-0" PORCH SLIDING DOOR © 1 3 0 8-0"x 1 3/4" 20 MIN. FIRE -RATED, W/ CLOSURE © 2-8 8 0" x 1 3/4" 4,901 SF ® 2-8 64"x13/4" POCKET DOOR ® 26x8 -0'x13/4" ® 2'1"x8 -0'x13/4" 40 ® 24 x8L'x 13/4" POCKET DOOR ® PAIR 2 6 x8' -0"x13/4" © 1AIR21'x8'-0"x13/4" © 2x8 -0"x13/4" BALCONY DOOR Jo & Brian Adcock Residence ABCC lot 36 FIRST FLOOR PLAN AND WINDOW & DOOR SCHEDULES Y- NOTE: ALL DOOR TYPES TO BE SELECTED BY OWNER 2 WINDOW AND DOOR SCHEDULES COMPRESSORS d" l l O TO TO CONDITIONED AREA: FIRST FLOOR: - SECOND FLOOR TOTALCONDITIONED 2,179 SF 1206 SF EA: 3,979 SF 20. NON -CONDITIONED AR COVERED ENTRANCE/P 2403 GARAGE 1333E 10, 5160 BALCONY 325SF TOTAL NON-COND ED AREA: 1,522 SF TOTAL AREA UNDER 4,901 SF --- - -__- --- I _ 40 ----------- ---------- - LAUNDRI� - Jo & Brian Adcock Residence ABCC lot 36 FIRST FLOOR PLAN AND WINDOW & DOOR SCHEDULES Y- Date 10/19/2017 Drawn By off/ 1 A101 � I rLOW WALL ®36" © CIM CD �F COVERED PORCH 19RUP 11 . I I II ® s M, UD------------; BREAKFEST •• gOO 1 - 2NDFLOOR WALL OPEN � I I zr ---- --- ABOVE i I I 4 I I SCONCE I �. ® Y 70 / ABOVE g wAu , WALL I VEST. ,. SCONCE -__ _-___�--_-_____� 4 4 CONC. STEPS a'- § B I I i r.Er G I Tvu xulsTFr CABINS I 18" DROP �OYE�F I I WAT GARAGE DE WALLS MASTER .SEE INTERIOR 1 �DBICE & AT TO RBUxGABOVE C ® OFFICE „ BEDROOM DRAWINC,.S 1 xR�oa 1 a NOT•!-VBJT. LIVING FIREPLACE 4 i§'GWBIYPE'X'lI I I MASTER BATH hlw� R 41 I,. - 2 COORD. W1 T^ _ ® •_ 2401 `2ND FLOOR ABOVE SELECTED FIREPLACE - •- ® . WALL KITCHEN © II GARAGE i COVERED©4 W p RYp, ew 3 TYE. 2407 © 1 I I _ ®I ENTRANCE - I II I I _ O - • �. ® Ali I I ® _I 1 , � I WALL SCONCE cwAu 191 BO)(ED c MN. - 125[12' BOX® DECORATIVE COLUMN, _ —Tr--__ „ I WIC 1 21W 7YP.3 I I '- � w r�-116 rs71T IrJ112 111 10 I a l I I I I I I I � I 'TRENTON -OTD TOWN' li?- 1 - _w_ -o jut OW 2402 1ji FIRST FLOOR PLAN COMPRESSORS d" l l O TO TO CONDITIONED AREA: FIRST FLOOR: - SECOND FLOOR TOTALCONDITIONED 2,179 SF 1206 SF EA: 3,979 SF 20. NON -CONDITIONED AR COVERED ENTRANCE/P 3RCH 248SF GARAGE 1333E COVEREDPORCH 5160 BALCONY 325SF TOTAL NON-COND ED AREA: 1,522 SF TOTAL AREA UNDER 4,901 SF NTRY \\0012 PC\P,ofe<6\201d\On' logo\OuiNomestogo Ipg STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 No. Description Date _ ___-___----- LAUNDRI� - Jo & Brian Adcock Residence ABCC lot 36 FIRST FLOOR PLAN AND WINDOW & DOOR SCHEDULES Y- Date 10/19/2017 Drawn By off/ 1 A101 Scale CIM CD 19RUP 11 . I I II WIC s M, UD------------; 1 - } t OPEN � I I zr ® Y 70 / ABOVE g wAu , I VEST. CONC. STEPS a'- § O r.Er G Tvu xulsTFr CABINS 18" DROP �OYE�F WAT GARAGE DE WALLS MASTER ar �DBICE & AT TO RBUxGABOVE C ® OFFICE „ BEDROOM i§'GWBIYPE'X'lI 41 I,. - 2 C _ 2401 `2ND FLOOR ABOVE - ® . WALL SCONCE GARAGE i COVERED©4 W p RYp, ew © 1 I I ENTRANCE II • �. ® Ali I I ® _I - I II1� � I WALL SCONCE 191 BO)(ED c MN. - 125[12' BOX® DECORATIVE COLUMN, 29-C 21W 7YP.3 JAN ;3 1 2018 � 'TRENTON -OTD TOWN' 1 DRIVEWAY PAVERS 2402 1ji FIRST FLOOR PLAN OC -JY D&SIC,N, Inc. Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 © 2017 Ogy Design, Inc. \\0012 PC\P,ofe<6\201d\On' logo\OuiNomestogo Ipg STRUCTURAL CONSULTANT: APEX STRUCTURAL ENGINEERING SUTTON PARK COURT, SUITE 402 JACKSONVILLE, FL 32224 904.821.5200 No. Description Date Jo & Brian Adcock Residence ABCC lot 36 FIRST FLOOR PLAN AND WINDOW & DOOR SCHEDULES Project Number 201 7.8.5 Date 10/19/2017 Drawn By off/ Checked By OV A101 Scale