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2344 Fiddlers Ln - pergola, fire pit, paver wall, and patio plans MAP SHOWING BOUNDARY SURVEY OF LOT 68 ACCORDING TO THE PLAT OF OCEANWALK UNET ONE AS RECORDED IN PLAT BOOK 42, PAGES 1 , 1A, 1B, 1C, 1D, IE AND 1F OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: EMMETT W. GRANDY AND SHARRON E. GRANDY, � i VYSTAR TITLE AGENCY, OFFICE i FIRST AMERICAN TITLE INSURANCE COMPANY, AND VYSTAR 'CREDIT UNION. i OCEANFORE ST DRIVE NORTH 50' R/W S 89'57'16" E 145.09' (M) S 89057'16" E 145.00' (R) S 1/2' BEARING REFERENCE LINE 1/2- PLS 2"PLS o a SSS 3398 LB 3624 C'a. 4' CONCRETE WALK .7 10, 10J IBM `• ('S'J Fr�J aCl.Y. N +v 1/2' r9 PLS ui PT 3398 Co( • ' ? •CO u) (DEEP) ?p, tiC a ...... ............59.1'- ..........00. :.. 2 S• 8 ceA. Obi CLS , o • _ O O B ti �1, �� ......... . 43.3 ::',:.',•''.:.:.LOro O rIn LOT 69 Uri W oa.� �� F 2s 3 _,T Q W o f e�/cam4. zo -1i o C N o o �iy .0 A. ^�. PGS ... .. ..............62.6'..................,. O o p zLOT 68 r (1' eP UNDERGROUND -O O GAS TANK O 04 ACCESS ® 10' Ej O Z 1/2.. u�L-- y� SSS 7 10'x10' JEA 1/2" LB 3624 a LAID BRICK EQUIPMENT REBAR 1/2" I �� �Q 1 DRIVE EASEMENT & N ASSOC SURV �LE hSCOR C�S(/R �� Q`� a ee , EQUIPMENT LB 5488 3924 _ " ��ss e�j.!Ne� C:, ��o -� N 89 57 16 W 120.00 (R) ?�"3 (M) W 1/2" , l� N 89'58'35" W 119.98' (M) \ I \ DURDEN l \ 1 LB 1048 3 w �� O " v o z ,^ Z LOT 67 LOT 70 z N I C:)z w r 3 U) � N O p Z i— Q z N W w N J W � O N 10' 10' t X--REF JOB NO. 3.5351 CCBP = COVERED CONCRETE & BRICK PORCH FLOOD ZONE'•X•' AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE "X(SHADED)" - AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1%ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR VATH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHANCE FLOOD. Y p GENERAL NOTES_ 001-1-7-1 R 1. BEARINGS ARE BASED ON PLAT BOOK 42 PAGE 1C 2.STRUCTURE NO.23Ai—SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 DATED 04-17-1989, ASS o ' I INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. Lu 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED r 3846 BLANDING BOULEVARD BY THIS SURVEY. d JACKSONVILLE, FLORIDA 32210 . 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, J CERTIFICATE OF AUTHORIZATION NO. LB 0005488 COVENANTS, B.R.L.'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O S S y THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGISIIID/A81MRIEVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE CH = CHORD STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.050 °'ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY (R) = RECORD THROUGH 17..052, FLORIDA ADMINISTRATIVE .CODE, CHAPTER 472, F.S. 0FOUND IRON PIN OR PIPE (IP) -O.U.-=OVER HEAD UTILITIES (M) = MEASURED FOUND CONCRETE MONUMENT (C.M.) 'lZf= FIRE HYDRANT (C) = COMPUTED DATA X= CROSS CUT OR DRILL HOLE CONC. = CONCRETE BY; — A\C = AIR CONDITIONER R. =RADIUS O.R.B.=OFF ICIAL RECORD BOOK L ARC LENGTH CHARLES B. HATCHER FAQ., DA CERTIFICATE NO. 3771 O.R.V.=OFFICIAL RECORD VOLUME ® = WATER METER CHARLES L. STARLING FlAIDA CERTIFICATE NO. 4579 P.R.M=PERMANENT REFERENCE MONUMENT P•EQ. = POOL EQUIPMENT / = PHONE RISER X—X CHAIN LINK FENCE R/W= RIGHT OF WAY RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 B.R.L.= BUILDING RESTRICTION LINE W—W WIRE FENCE B.T.= BUILDING 11E E.T. = ELECTRIC TRANSFORMER & PAD JOB NO. 59928 01-08-201 3 J.E.A.= JACKSONVILLE ELECTRIC AUTHORITY 1J�-WOOD FENCE `Ca+= UTILITY POLE DATE C & R = COVENANTS & RESTRICTIONS -I—I-IRON FENCE �= GUY ANCHOR SCALE: 1" = 30' DRAFTER CLS P.C.C. = POINT OF COMPOUND CURVE BTN. = BETWEEN COV'D = COVERED P.R.C. = POINT OF REVERSE CURVE (E.T.) = EAVE TIE E.B:ELECTRIC BOX NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER CT RE'00eer P ROUILA STRU U o V)U FOR 0 E1\4M GP*,._AND"Y a AT 2344 FIDDLERS T_jANE 4 ATI-jANTIC BEACHr FT, 3292"p-A37 _ A BY. w wl I I ljj STANEE h FAX 904 260-5768 RITI�*TCI & CONSTRUC I -,ION INCOM KSONVILLE , FLORIDA 32257 9Q4 260-5770;10865 Hood Rd , Suite 207 JACLL_ z • W W < I P5 Q l:) Q U F-- LL I— f_ z Lvd- Q Cq.i LJOJ < Mai pvt LIST OF DRAWINGS: X1 COVER SHEET — THIS SHEET _ t S1 ELEVATION r NCq N I� 2344 fiddlers Ln, j Op M Atlantic Beach,Fl.32233 Z ca Garden CHmpie Cal g� to r" Q Werriy's •c .2 N PROJECT LOCATION MAP THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION o c'n a w cor o O o LO co in O REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR At)wTIONAL SAND CC?ND{TIONS GENERAL NOTES:. REouiREan 1. DO NOT SCALE DRAWINGS -- DIMENSIONS SHALL GOVERN OVER PLAN AND ELEVATION pEVtEWED By-__12 Y: DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. 2. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN t R THE NOTES 0 CONTRACT DOCUMENTS SHALL NOT 13E CONSTRUED AS RELIEVING THE `'`` �ttt�►Nl��E„ .,S„,, ���° OFFICE COPY CONTRACTOR OF SUCH RESPONSIBILITY EXCEPT FOR ITEMS SPECIFICALLY NOTED. •a••' ..... ' E a SHEET flRE• 3. THE GENERAL CONTRACTOR OR OWNER WILL PROVID ALL LABOR AND MATERIALS TO - 2 - EXECUTE THE WORK AS SHOWN ON THESE DRAWINGE, WITH THE EXCEPTION OF ITEMS = •• MARKED "NOT IN CONTRACT", "N.I.C.", OR "BY OTHERS". CONCRETE NOTES - . COVER A�T SHEET 4. THE OWNER/CONTRACTOR SHALL REVIEW ALL PLAN , NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. ALL 1. ALL READY-MIXED CONCRETE SHALL COMPLY WITH ASTM C94-86A AND AS VARIANCES OR DISCREPENC IES SHALL BE REPORTEDTO THE ARCHITECT PRIOR TO HEREIN SPECIFIED AND THE FOLLOWING: �� C�R��PG����`�`` COMMENCING WITH WORK. ANY VARIANCES OR DIS PRENCIES NOT REPORTED TO THE �N '� DESIGNED BY F HE CONTRACTOR. AY COMPRESSIVE STRENGTH SHALL BE 3000 PSI WITH QUALITY PER ,,,,,, Nn,�,"„ ,l,,` ARCHITECT SHALL BE BECOME THE RESPONSIBILITY T C A. 28 D N,E,S, 5. THE OWNER/CONTRACTOR SHALL PROVIDE GENERAL CARPENTRY AND BLOCKING AS ACI 318-86 CODE REVIEW c \/ c W A INTO THE JURISDICTION OR OF 8. THE MAXIMUM SLUMP SHALL BE 3" t 1" FOR NON PUMPED CONCRETE AND � O D E I \ i„. d I L V Y CHECKED BY.• REQUIRED FOR THIS PROJECT WHICH MAY NOT FALL 0 t 1” FOR PUMPED CONCRETE SPECIFIC TRADE, BUT IS REWIRED FOR THE PROPS 4 1/2"JOB EXECUTION AND COMPLETION OFN,E.S. CONSTRUCTION. C. NORMAL HARDENING RATE (TYPE A ADMIXTURE) ACI 318-88 SHALL APPLY. AUTHORITY: ATLANTIC BEACH BUILDING DEPARTMENT 2. DURING CONCRETE PLACEMENT COMPLY WITH ACI 304R-85 AND CODES: 2014 FLORIDA BUILDING CODE DRAWN BY OF 6. THE OWNER/CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISIS FREE THE FOLLOWING SPECIFIC REQUIREMENTS: 5TH EDITION FLORIDA FIRE PREVENTION CODE J,W.W. ACCUMULATION OF WASTE MATERIALS OR RUBBISH AUSED BY THEIR OPERATIONS OR THE * PROVIDE THREE TEST CYLINDERS FROM EACH TRUCK LOAD OF CONCRETE ALL APPLICABLE ORDINANCES & CODE RK. METHODS OF OPERATIONS OF ANY HIRED SUBCONTRACTORS WITHIN THE AREA OF WOMIXTURE FOR 7,14,AND 28 DAY CURE/STRENGTH TESTS. 9/20/15 REMOVAL MUST BE AGREEABLE TO THE OWNER, CONSTRUCTION TYPE: UTILITY DATE: * SHORT TROUGHS OR PIPES USED AS AIDS 1N PLACING CONCRETE SHALL BE AREA: N.A. 7. THERE SHALL BE NO SUBSTITUTION OF MATERIALS 3PECIFIED WITHOUT U APPROVAL BY THE ARRANGED AND USED IN SUCH A MANNER THAT THE INGREDIENTS OF THE USE GROUP: RESIDENTIAL OWNER, ARCHITECT OR ENGINEER. MATERIALS MEN ONED BY MANUFACTURER SHALL NOT CONCRETE ARE NOT SEPARATED. WIND ZONE: 13oMPH SCALE: BE SUBSTITUTED UNLESS THE TERM "OR APPROVED EQUAL" IS NOTED. THE ARCHITECT �'I ET OR DEPOSITING OR ENGINEER SHALL APPROVE EQUALITY BASED UPN INFORMATION SUBMITTED BY THE * DROPPING THE CONCRETE A DISTANCE OF MORE THAN 4 FE PROJECT N0. CONTRACTOR. A LARGER QUANTITY AT ANY POINT AND RUNNING OR WORKING IT ALONG THE 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE TH THE RULES AND REGULATIONS OF FORMS WILL NOT BE PERMITTED. '® 15-192 THE GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL SAFETY * SPECIAL CARE SHALL BE EXERCISED TO PREVENT SPLASHING CONCRETE ON - ' STATE AND/OR FEDERAL ORDINANCES WHICH APPLY. RMS AND REINFORCEMENT, AND ANY HARDENED DEPOSIT SHALL BE REMOVED SHEET SET AND SANITARY LAWS, CITY, COUNTY, / FO ' � �' xi SEC;, ` X15 BEFORE COVERING WITH FRESH CONCRETE. R 9. THERE SHALL BE SUFFICIENT WORKMEN ON THE J013 SITE AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND SHEET N0. BUSINESS PRACTICE, AND IN THE BEST INTERESTS OF THE END USER. 1 OF 2 k Z N z M _ Q W a J z ZW ca 0 141-011 H 0 (D 2x2 SLATS ® 12" O.C. W Q W T/BM. r.� T/COL. C� z 2x12 BEAM W '2 1/4"x3" LU LAG BOLTS EA. END >- 0 200 JOIST 0 16" O.C. o J P.T. 6x6 POST °0 d cw Q �0 (TYP.-.4) a, o ® F,.. o cn 0 0 x GRADE N I CONC. FOOTING 18"0� (TYP.-4) i � SIMPSON H3 CLIP EA. JOIST (TYP) Nul ++ 17'-4" O.C. n < '1 f --1 O 0 SHOE Q GG �, MR3 PLAN L SC [E LEWATMO� _ --- SCALE: 1/4"-l'-O' Z SCALE: 1/4"=l'-O" USC W m U H Z GENERAL NOTES: J 1. ALL WORK SHALL CONFORM TO THE FIFTH EDITION OF THE < FLORIDA BUILDING CODE (2014) AND OTHER APPLICABLE CODES. 200 JOIST ® 16" O.C. T/COL. T/BM. ^.._ 2x12 2x12 2. FOR HEIGHTS LESS THAN 10 FT. THE FOOTING DEPTH MAY BE Q PROPORTIONALLY REDUCED. 3. HOLDING CAPACITY IS BASED ON 2000 PSF SOIL. CD f.-Li 00 0 4. ALL CONCRETE SHALL HAVE A MIN. F'c = 3000 PSI AT 28 DAYS. P.T. 6x6 PAST I o �-- Q_ (TYP.-4) 5. ALL WOOD SHALL BE Fb=1150 PSI MIN. ALL WOOD IN CONTACT L WITH CONCRETE SHALL BE PRESSURE TREATED (P.T.). L GRADE CONC. FOOTING I,:I W © Q ,� C� W 14,-0„ O.C. �`I J 0 l.� END CLEWATION M SCALE: 1/4"=l'-O" �� N OFFICE COPY REVISIONS REVIEW 12-15-15 PERMIT 12-16-15 No. 7 _ 7k '�� •• jATf- s� OA,R DATE 12-15-15 ." DRAWN BY SCH CHECKED BY SHEET NO. OF ei S ma