Loading...
299 Atlantic Boulevard 207 i REVISIONS BY BOUNDARY of ROOF UPLIFT CONN E:CTOR SCHEDULE STRUCTURAL NOTES: SHEATHING OR CEILING , , , , . , • , _ DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE DIAPHRAGM MEMBER SUPPORT SIMPSON CONNECTOR 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS PLYWOOD EXAMPLE OF REGION. DESIGNED AS "PARTIALLY ENCLOSED." PANEL (=DGE NEW CONVENTIONAL ROOF FRAMING: • / BLOCKING 1. LIVE LOADS w NEW SHED RAFTER: 6"x12" HEADER .BEAM (2)MTS12 WHERE REQUIRED UNIFORM LIVE LOADS BY SCHEDULE ROOF • • • • NEW SHED RAFTER: EXISTING DEL TOP PLATE (1)A35 20 PSF OR NOTES . .. .. . . .. . . .'. NAIL SPACING AT , , 2. BASIC WIND SPEED 120 MPH SUPPORTED EDGES, , , NEW SHED RAFTER: EXISTING RAFTER SPLICE w/ 8-12d NAILS IMPORTANCE FACTOR 1.0 SEE NOTES OR SCHEDULE , , EXPOSURE • 6"x12" HEADER BEAM: 6"x6" POST (1)CCQ66—SDS2.5 COLUMN CAP MEAN ROOF HEIGHT 15.0 FT. EXAMPLE OF UNSUPPORTED —\* ROOF PITCH 1/12 (4.8 DEGREES) (UNBLOCKED) PANEL EDGE. . . 6"x6" POST 12"x12" CMIJ PIER (1)CBSQ66—SDS2 EMBEDDED POST ( BASE INTERNAL PRESSURE COEFICIENT PARTIALLY ENCLOSED„ +0.55/-0.55 UNSUPPORTED PANEL EDGE IS TYPICAL CONDITION UNLESS BLOCKING IS 3. ALLOWABLE UNIT STRESSES: A) CONCRETE — DESIGN AS PER ACI 318 LATEST EDITION REQ'D BY SCHEDULE NOTES: CONVENTIONAL FOUNDATIONS f'c = 3000 PSI OR NOTES 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. ROOF RAFTERS 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI NAILING TO 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: INTERMEDIATE — B) REINFORCING STEEL — ASTM A615 GRADE 60 Z SUPPORT IS 6 MTS12 14 1Odx1 /2 NAILS ry w O.C. MAX. UON A35 6-8dx11/2” NAILS AND 5—#8x21/4" PAN HEAD SCREWS C) WELDED WIRE FABRIC — ASTM A185 _w o NAILING PATTERN FOR SHEATHING CCQ66—SDS2.5 1 s- 4„ x21/ „ SDS SCREWS INTO BEAM AND = z w o D SOIL BEARING DESIGN 500 PSF ~ w D 14— /4 4x2 SDS SCREWS INTO POST ) ( MAX.)) ON ROOF AND CEILING DIAPHRAGM CBSQ66-SDS2 14-1/4"0x21 " SDS SCREWS INTO POST Q Zw -I w N 00 E) CONCRETE MASONRY — DESIGN PER ACI 530 CURRENT EDITION � Q 0 COMPRESSIVE STRENGTH fm = 1500 PSI U a w 1 DETAIL Jm o DESIGN UPLIFT WIND PRESSURES FOR ELEVATED F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 of w J w S-3 SCALE: NTS ROOF COMPONENTS AND CLADDING (PSF) OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE W cn cn _j a, AREA WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION = 005; � 1 Osf 20sf 50sf BY AMERICAN FOREST & PAPER ASSOCIATION. n- z z o UPLIFT SUCTION SUCTION SUCTION 00 _ Y 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER � cn Q —47.0 —46,8 —46.6 FOR REINFORCING SHALL BE AS FOLLOWS: _ Z0 7) CONVENTIONAL FOOTINGS 3" = v 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE U TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD j SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: CONCRETE 40 BAR DIAMETERS MASONRY 48 BAR DIAMETERS 7. ALL LOAD BEARING EXTERIOR 12"x12" MASONRY COLUMNS SHALL BE COMPOSED OF ASTM C90, 'GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. FILL ALL CELLS SOLID WITH CONCRETE GROUT. Cn —� Z 8. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR '— UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. Q j _ 9. PROVIDE ALL TEMh�ORARY BRACING, SHORING, GUYING OR OTHERLjj MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. D 10. VERIFY ALL DIMEN TIONS WITH ARCHITECTURAL DRAWINGS. 0 0 PROJECT SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING O Q LOCATION DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Z o SHOWN ON STRUCTURAL DRAWINGS. Q 0 J 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, _ PROCEDURES, OR SEQUENCES;, FOR THE ACTS OR OMISSIONS OF THE V) W Q CONTRACTOR, OR ANY OTHERPERSONS PERFORMING THE WORK OR FOR W w THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN 00 ACCORDANCE WITH THE CONTRACT DOCUMENTS. 0 Lu z Wind Zone Ma w � P = w cn I- cJ r nw V w ry F- 0 z i I i I i I DRAWN MLC CHECKED CCK 0TE 4%02/04 SCALE ` 3 a AS NOTED `1�tN� �Nbr�r t,<1 JOB N0. r ��` ,•'� �e�p C 'r•, `�' :-_ E04-026 ,�.♦\4%(�4'.,.,...,, ,h '�,. SHEET _ IV • f F •' f . • \` `} t ' i' ' it u{„4;: •/ tip' ��* SHEET 2 OF 2 i REVISIONS BY EXISTING 18"x18" BRICK INSTALL .2"x10" SYP No.2 BLOCKING COLUMNS TO REMAIN "AS—IS" j AS REQUIRED IN—BETWEEN NEW RAFTERS (TYPICAL 3 LOCATIONS) /2" CDX PLYWOOD SHEATHING, FASTEN '; 2"x10" SYP No.2 RAFTERS @ 24" O.C. 9" MIN. (MATCH EXISTING SIZE AND SPACING). W/ 8d COMMON WIRE NAILS, ® 4" O.C. REMOVE EXISTING FASCIA AND BLOCKING AS 2 FASTEN TO EXISTING DBL TOP PLATE REQUIRED TO INSTALL NEW "SISTERED" RAFTERS LAP S-1 w/ 3pcs 12d TOE—NAILS NAILS ON ONE EDGE AND 4" O.C. FIELD SIDE OF RAFTER 12 2"x10" P.T. SYP No.2 SUB FASCIA. / MATCH EXISTING FASTEN TO EACH RAFTER w/ » i 5-12d COMMON WIRE NAILS 11 —0 6'-0 12"x12" CMU PIER w/ 2—#5 VERTICAL o (TYPICAL 3 LOCATIONS) EXISTING RAFTERS FINISHED CEILING OVER 7/16" OSB 6"x12" P.T. SYP No.2 2 cs SIMPSON MTS12 SPLICE NEW RAFTER TO CEILING DIAPHRAGM. FASTEN w/ ROOF SUPPORT BEAM P TWISTED STRAPS ,,�� II / 8d COMMON WIRE NAILS 0 6 O.C. o Z �/ ,� / �/ 2 x10 P.T. SYP No.2 SUBI, FASCIA. EXISTING RAFTER w/ 8-12d . / / COMMON WIRE NAILS EDGES AND 6 O.C. FIELD o FASTEN TO EACH RAFTER w/ r j 5-12d COMMON WIRE NAILS ADD 1 pc SIMPSON A35 CLIP 1 pc SIMPSON CCQ66SDS2.5 COLUMN N AT EACH NEW RAFTER. FASTEN i% CAP w/ 16pcs /4 0x2 /2 SDS z w/ 6-10dx11/2" NAILS INTO 1 » P w SCREWS INTO THE BEAM AND 14 cs RAFTER AND 5— 8x21 " PAN /4 0x21/2 SDS SCREWS INTO THE ^w Q # /4 6"x6" POST 6x6 P.T. SYP No.2. POST W /rj EXISTING rl'. f, x HEAD SCREWS INTO EXISTING z w o %STRUCTURES /! / I " DOUBLE TOP PLATE w J / /� / �' 3 -6 x3 -6 x2 -0 d Q JzwN LIJ CONCRETE FOOTING w/ `.� > _ 4—#5x3'-0" EACH WAY EXISTING TIMBER—/ %r a Q (TYPICAL 3 LOCATIONS) FRAMED WALL /'`, Li U o °w° z rXww Lu ,� W cin (j) _I_I a_ r!/ w ° b:j� z f �-- � _-� S-1 1 pc EMBEDDED POST BASE SIMPSON O rn oN w J CBSQ66—SDS2 w 14 cs 1 1 : Y J � / P /4 Ox2 /2 U / �/ •' ' N I I �,; EX STING BRICK VENEER' SDS SCREWS INTO THE 6"x6" POST o z _ FR4M[-_74 0 OVER _DWALL NG TIMBER = v / Q WASH w r,� ,� 12"x12" CMU PIER w/ BRICK VENEER WRAPPED AROUND S-1 II i 2—#5 VERTICAL DOWELS 12"x12" CMU PIER 04 n N EXISTING CONCRETE 1f I 2—#5 VERTICAL DOWELS w/ SLAB ON GRADE ,� q STANDARD 90 BEND INTO EXISTING BRICK PAVERS S_1 FOUNDATION / / r r-——j-I•——, x x x x rl IN. 0 ------ REMOVE AND REPLACE EXISTING BRICK PAVERS AS REQUIRED TO o �. INSTALL NEW CONCRETE FOOTINGS , . EXISTING 8" CMU STEM WALL r AND 12" CMU COLUMNS • • • ' 3'-6"x3'-6"x2'-0"d e CONCRETE FOOTING w ,..� EXISTING FOOTING i� / a_ 4—#5x3'—O" EACH WAY TYPICAL 3 LOCATIONS i 3 CLEAR = ( ) J TYPICAL WALL SECTION AT REAR COVERED PATIO 3'-6"x:`-6" O O U 0 0 ROOF FRAMING PLAN AT REAR COVERED PATIO t 1WALL SECTION , TYPICAL - o - -- - S-1 SCALE: 3/4» = 1'-0" 0 w 0 w SCALE: 1/4 = 1,-0" l z W v w m Z w Z Q � � APPROVED Q CITY Or AiLAiyi,jc BEACH BUILDING OFFICE w APR 2 6 2004 o ADD 1 pc SIMPSON A35 NEW 2"x10" SYP No.2 RAFTER Z �— CLIP AT EACH NEW @ 24" O.C. "SISTERED" TO 6"x6" P.T. SYP � RAFTER. FASTEN w/ EXISTING 2"x10" RAFTER w/ No.2 POST 6-10dx11/2" NAILS INTO 8-12d COMMON WIRE NAILS 6"x12" P.T. SYP No.2 6"x6" P.T. SYP No.2 POST Q Q RAFTER AND 5—#8x21/4" EXISTING 2"x10" RAFTER ADD 1 pc SIMPSON A35 ROOF HEADER BEAM PAN HEAD SCREWS INTO CLIP AT EACH NEW EXISTING DOUBLE TOP PLATE RAFTER. FASTEN w/ 6-10dx11/2" NAILS INTO EXISTING 2x10 RAFTER EXISTING BRICK PAVERS 1 pc SIMPSON CBSQ66—SDS2 EMBEDDED POST BASE RAFTER AND 5—#8x21/4" 0 PAN HEAD SCREWS INTO 12" CMU PIER w/ EXISTING DOUBLE TOP PLATE i 2--#5 VERTICAL m a O / z DOWELS m • a a — °. a 8 MIN. ry m a a e REMOVE AND REPLACE . . .— - " BRICK VENEER o a a EXISTING BRICK PAVERS °aa m AS REQUIRED TO INSTALL o NEW CONCRETE FOOTINGS ° AND 12" CMU COLUMNS N ¢ ° w a ° . EXISTING DOUBLE I II I cv ° •.a' •. a �p '• .' a . • 3'-6"x3'-6"x2'-0"d EXISTING DOUBLE TOP PLATE : ' , • ,: . a y ,, . :, ;� CONCRETE FOOTING w/ d I• y I • r n TOP PLATE NEW 2"x10'' DRAWN SYP No.2 RAFTER P�l4—#5x3 —0 EACH WAY, MLC ® 24" O.C.' "SISTERED" TO I TOP AND BOTTOM ' 6"x6" P.T. SYP 3" CLEAR CHECKED EXISTING 2"x10" RAFTER w/ :. ' '``� No.2 POST (TYPICAL 3 LOCATIONS) CCK EXISTING STUDS 8-12d COMMON WIRE NAILS 3'-6"x3'-6" DATE 04/02/04 12 CMU PIER CBSQ66-SDS2 CCQ66-SDS2.5 ALTERNATE POST FOOTING SCALE RAFTER SPLICE DETAIL RAFTER SPLICE DETAIL-PLAN VIEW „ „ I'llAS NOTED COLUMN CAP (NO 12 x12 CMU PI ERS , �1�1114f,,,, , JOB NO. E04-026 SECTION SECTION SECTION DETAIL SECTION - •"• 9/ 'A- 2 3 4 5 6 � �sf� �T, %,, ; SHEET S-1 SCALE: 11/2 = 1 —0 S-1 SCALE: 1 /2 = 1 —0 S-1 SCALE: 1 /2 = 1 —0 S-1 SCALE: 11/2 10-011 ��-1 SCALE: 1 /2 = l'—0 it r i }• H i y' Q �.` oil ell SHEET OF rQiJUkAill ,, .. 1 2 o �- - I I 2 //2"THICK-2500 PS/ POROUS CONCRETE -/B„o C MP SLOTTED DRAIN 3 6„ 3 6 GRADES AS SHOWN ON PLAN CONC. WALL 3% SLOPE= 3% SLOPE y � i n PROJECT QA LOCAT/ON �I O / 9 „ 5 - /"o( HOLESZ /'CENTERS (OR SLOTS) y TO BE DONE AT FACTORY PR/OR TO /NSTALLAT/ON Q .,: y g . . //2" /"GRAVEL BED o ATLANTIC BOULEVARD COMPACTED BACKFILL N I' o TYPICAL CROSS-SECTION THRU DRAIN NOT TO SCALE y 5o'- /8,0 CMP WITH GRATE EX/ST/NG ASPHALT PAVEMENT (AASHTD M-36)SLOTTED DRAIN To BE roRN tip a RiuovED - - - - -- — -- - --_ iy/TH-1."o HOLES OR SLOTS ON AND REPLACED WITH 2500 PSI. BOTTOM HALF OF PIPE(SEE 2I/2"TH/CK POROUS CONCRETE TYPICAL CROSS-SEC770N) TO PROPOSED GRADES SHOWN EXIST/NG FENCE TO REMAIN 8.7 8.6 $11 e.8 X12 WOODEN FENCE TO BE REMOVED 8.6 10 g A 0 A 1 111111111111111 11 11114 111 BOTH ENDS OF PIPE'-1 1 8.7 TO BE COVERED WITH SUMP MEDIUM WEIGHT F/LTEJP S'� METER � f✓ FABRIC n� N" 111"' 8.6 7 777_77777 77 77 EX/ST/NG BU/LD/NG NOTE: ELEVATIONS TAKEN FROM FIN/SHED FLOOR OF BL DG. ASSUMED ELEV. 9.00 LEGEND A T EX/ST/NG SPOT ELEVAT/ON 8.5 PROPOSED SPOT EL EVAT/ON „ „ ^ FLOW DIRECT/ON p V E D SCA L E: //4 = / -O R P CISY 0 RT.tANTtC BEACH 13uli-D C OFFICS S/ TE FLAN By FOR THF RAG TIME TA VERN- i >=X1�TIQtj WALL I 2 I 2 ���Ak o�T �xlhTo, PI-A�rE� 01 I - - - - - - - 2� IZ oz -Vit - 12cPLEX MAILS IVil o,o, EA, Tun14 I LiIJE of vII�T ��Rr, K�INF) I II E�TEµp 4 �TNnS SA. SIDE OF' PPt RVEF-T.o RF-10F, . r-- - 3 o M f , _ liGnL FooTl�� GJL, ovTll�� , ; ___ __ -- �xlyT� �ovTl►��1 �— L _PE O —Fel LIN E -IF ,,HI4 WALL / 2 5 0 Tod - LA f.1 .� � it II� - - E,4 TE�10 I� - I NTo EARTH • ESA, 51p E 0 l'oUR TTP �x1�TI Q4 Go NG. 1,L44 VII . : Fl VAPo(z i3�RR ISR D • , �� �I OfG A � _ 0 _ • . ® � nEIJo rE� l yr PoU�• ��-0�1 MA�, �I o f3 GM�I J I� $EI►JF NOR IZ iJn 1 d AT SAGI 6oNlZ�F, �-- -� nE�eTEe 2 �Udg- �-o HAY � 411 I yZ►I Go�1�R�TE FG = kava >°y D f ATE E L� F� to/lo WWF oPTIoIJAL ��I�T ,4. �lAPof� P�ARRIE � - q�,�°L� 119, i q `z� I I I ► 11 2_�II ���- DETAIL AT EXISTING WALL DETAIL AT NEW WALL RAGTIME TAVERN RETAINING WALL AT SUNKEN FLOOR K. K L , 5/4/8.5 NO $rAT 7F op elk- r` r. ! l �► b 1� i MCCONNELL 4x4 WOOD COLUMNS CUSTOM DESIGN TO BE REMOVED 303 JASMINE Rp. BEAM AND POST ST. AUGUSTINE, 18" SQ. x 8'TALL COLUMNS FLORIDA 32086 I I 904-794-4500 I 18" SQ. x 8' TALL COLUMNS I I FAX 794-9987 ROOF LINE I I I I --- 1 TO BE REMOVED ( I -- -- `'�,%�j V, \ \ JJ � /,�/, � V �`� , �� ✓/ r ` / / ,r•� I /, r� ��' /rte y / ',�' r`r,�� '� •%� ,r / •r � / Z Lu ca RESTAURANT WALL ; ST" , , I RESTAURANT WALL ,/ / •' / r) '' �� I OVk/ ✓ rte/ / I I j O O O (-,^. , � I z ROOF LINE `:>/% W •�� /,, I z � L � I z I � EXISTING ROOF ` // r '' / � j <' fr / % ✓\ / EXISTING ROOF SLOPED SLOPED/Al �✓ fr l I �/ / I %\ % / / / / U C / f 9 ` ._ �� '~,.. r �,�:, ^fir •C � ILU _ j "'^ ,� � r .. 7" � �! ^ '•. �' /'lam'`✓/i ��� �/`\'' � ' ,/' �3" r r. - r - - EXISTING FLOOD PLAN _ PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE <a N.T.S. SCALE <> N,T.S. : t4 CANTILEVER EXISTING ROOF j I l NEW ROOF BEAM AND POST I �'�' - — c� _ SLOPED SLOPED I NEW ROOF SYSTEM I ` GUTTER EXISITNG 18" SQ, x 8'TALL COLUMNS —'— z I (d( I 10 w _ cn (.5 REVISIONS EXISTING PAVERS TO REMAIN - REPAIR AS REQUIRED :L MB002.DWG SECTION I 1 -7 _ __ - - - - - A MAP. SHOWING A BOUNDARY SURVEY OF THOSE LANDS OF SOUTHCOAST CAPITAL PARTNERSHIP, LTD., A FLORIDA CORPORATION LYING IN ATLANTIC BEACH AND NEPTUNE BEACH, DUVAL COUNTY, FLORIDA FOR: SOUTHCOAST CAPITAL PARTNERSHIP, LTD. , A FLORIDA CORPORATION — - - -- �t AHERN STREET (57 ' RIGHT-OF-WAY I I I SYMBOL LEGEND I (E) SET TACK IN DRILL' HOLE DESCRIPTION: ® SET PK NAIL & DISK, L.B. 6888 , _ — — ATLANTIC BEACH PARCEL: ® SET 1/2" IRON PIPE, L.B. 6888 I 1/2" - 0 FOUND IRON PIPE (UNLESS NOTED OTHERWISE) ! (M) �� NO I.D. � WOOD UTILITY POLE I _ (P) THOSE LANDS DESCRIBED AS "PARCEL II" AS SHOWN IN EXHIBIT "A" AS 102.36' 1/2100 00' RECORDED IN OFFICIAL RECORDS 6675 PAGE 283, DUVAL COUNTY� GUY ANCHOR 1 NO I.D. i, _ _ � I , FLORIDA, 1 _ BEING THE SOUTHERLY ' 15' OF LOT 7, ALL OF LOT 8, AND THAT CERTAIN FIRE HYDRANT 1Oo.00, —� _ UNNUMBERED LOT, OR STRIP OF LAND, LYING SOUTH OF LOT 8 BETWEEN wv WATER VALVE ° -E I SAID LOT 8 AND ATLANTIC BOULEVARD, AS RECORDED IN PLAT BOOK 5, GV D4 ® . N 83 23 12 50,(P) - 0.4' I I PAGE 69 OF SAID PUBLIC RECORDS TOGETHER WITH LOTS 1 2 3 4 5 AND 6 VALVE GAS - ! E I ' ATLANTIC BEACH TERRACE, AS RECORDED IN PLAT BOOK 15, PAGE 34, OF M WATER METER Q N I SAID PUBLIC RECORDS, TOGETHER WITH THAT CERTAIN 15 FOOT ALLEY SIGN BOUNDED ON THE NORTH BY THE SOUTH LINE OF LOT 5 AND 6 AND ON ® BRICK COLUMN S I , THE SOUTH BY THE NORTH LINE OF LOTS 1 THROUGH 4. WOOD / METAL COLUMN.' 1 m ❑° WOOD COLUMN I : ' I' I I ® to ,I CONTAINING 0.61 ACRES, MORE OR LESS CATCH BASIN BENCH WOOD POST I I rn ATLANTIC BEACH ' I� RAILROAD IRON GUARD POST I I 01' PLAT BOOK 5, PAGE 69 LIGHT POST ATLANTIC BEACH TERRACE PLAT BOOK 15, PAGE 34...- oo j _ _ _ — —1oo'(P) 'I ' PALM TREE HANDICAP PARKINGrTl E) DRAIN I o " oo j 1 ELECTRICAL OUTLET 1 6 . . . o o I 1 -ou- OVERHEAD UTILITY LINE5 n N I z : _ -w- WOOD FENCE rn -X- CHAINLINK FENCE O n PgPyALT ` I A 6 ^' I 01 T 3 5�RAFFIC CONTROL SIGNAL 1 W 01 O.R.B 6675 PG. 283 I �� 1 1 +/- MORE OR LESS ASP I /�gQ�Nc I O.R.B. OFFICIAL RECORDS BOOK - 1 PG. PAGE II o° 0.6"1 ACRES +/- - ,I b CONCRETE I" 00 I 1 THE FOLLOWING SURVEYS WERE USED AS REFERENCES IN PREPERATION OF THIS SURVEY. ET] ELECTRIC TRANSFORMER I I �� CONC. RAMP j & METAL AWNING- " I . BR/CK _ _ — — I 1) SURVEY BY H.A. DURDEN & ASSOCIATES, FILE No. 7624, DATED: SEPT. 21 , 1978 ' BR/CK STEP CONC. RAMP. PLANTER 100(P) — _ I I 2) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. F246-34-00 16522, DATED: SEPT. 12, 1934 F I o U & METAL.AWN/NG METAL AWN/NG — — _ _ K NAIL o 3) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 59148 F432-114, DATED: MAR. 1 , 1973 0.81No /D' 4) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 00-64—B, DATED: 2-4-2000 wesrOF LINE 5) SURVEY BY R. WELLINGTON, DATED: 29 SEPT. 1937 I6 SURVEY BY ELLIS CURTIS & KOOKER FILE No. ON6564 F155-146 DATED: OCT. 16 1924 45.3' rn cn p 1/2" ) o > �77/ j� —® o 7) STATE OF FLORIDA, STATE ROAD DEPARTMENT DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP I -- I (FLORIDA( ) ' 14.5 •, m I L.B. 3080 3j4• I :' �� _ _ _ 7 0 SECTION No. 7210-113, DATED:' 12/11/56 RB'BAR ' °6 " `°� fiFRAME 1—STORY i 1 ' 8) SURVEY BY H.A. .DURDEN, DATED: OCT 27, 1948 so I i 1 1 0.3 FROM END.'" -, 9) SURVEY DURDEN LAND SURVEYORS . FILE No. Q-2672, DATED: AUG. 8, 1997 0 WEST 0.7` _ of CINE ® 100.64 _ OF WALL' " ----------- --------� _I- ._/o , " BRICK WALL �rc .:::.::.:.':: :::: .m ' w ::: /iii /. i, 83°2312 E :.:.:.:.:.:...:.�. :..::.:: n : . - 10) SURVEY BY ELLIS, G:1:IRTIS & KOOKER DATED: JULY 1 , 1913 I P I i 0.4 , N I 1 1) EXPLANATION BY H A'' DURDEN & ASSOCIATES, EXPLAINING RIGHT—OF—WAY PROBLEMS, DATED: NOV. 24, 1971 J 25 O / 0.4 P V, 0.9' 2 ( 12 ATLANTIC BEACH PLAT BOOK 5 PAGE 69 ' P I ) > z5 c ) I I I �' - """""19.7' - 49.6' I 13 NEPTUNE BEACH TERRACE SECTION 2 PLAT BOOK 15 PAGE 44 I I w viii ) , M ' 14) NEPTUNE, PLAT BOOK . 4, PAGE 46 I I I 16 0' 10.7' I �� --_ _ cn . . 1 —STORY_FRAME_—___--_ P- 15) ATLANTIC BEACH TERRACE, PLAT BOOK 15, PAGE 34 - -_ :�: I I I I q 11.3' �� ___ ---- o " I 3 1 ' — --- I ------ ���. 1 a: rn• 1 2 I 1 16.6' icn rrl . . I II I I 25(P) I O.R.B 6675 PG. 283 /J I ... I I 1-STORY-BRICK II II I I I (COMMERCIAL) - N I I I Square Feet +� 8 ®' °° 11 3,465 S q I w I I I RIGHT-OF-WAY AS PER I COULD NOT SET - PLAT BOOK 15, PAGE 34 I (INSIDE BUILDING) z I ' a S 89°27'39" W , I 100.74' I o k/� IR/GHT-OF-WAY AS PER PLOT BOOK B, PAGE 2 ® - 1 0.6' �i �. . 9'2 i AND POST/NG 10/10/1923 1.3' - - - - - - - - - - — S 89°24'50" W 100.17' — — 1`.®--------®---------®---------®--------®---------®---------®--------®---------®----® / cn�� 93.9' ;' THE FOLLOWING TITLE REPORTS PREPARED BY OLD - - - � ' 0.8 0.7' 3s J /�/ REPUBLIC TITLE (ORT) INSURANCE COMPANY WERE USED IN ~ , BR/CK WALK 0.8 41-: PREPARATION OF THIS SURVEY: LOT BRICK WALK ® II UNNUMBERED ® --- ®-- �,0.9' N ® ®----------- I ------- --- X - a ORT No 03103150 DATED: OCT 22, 2003 ORT No. 03103153 DATED: OCT. 22, 2003 : : ... _ " " R/GHT"OF WAYAS"PER � T` /� . . � ORT No. 03103188 DATED: OCT. 22, 2003 ASPHALT PARK/NG . PINT"BOOK"5,- PAGE 69 16 I - I ORT No. 03103191 DATED: OCT. 23, 2003 ✓✓✓ ASPHALT PARK/NG CURBORT No. 03103192 DATED: OCT. 23, 2003 & GUTTER ' ! ORT No. 03103197 DATED: OCT. 23, 2003 ' ORT No. 03103198 DATED: OCT. 23, 2003 N� = ORT No. 0310320 DATED: OCT. 27, 2003 ATLANTIC"BOULL''VARD � -.. j -- ORT No. 03103988 DATED: OCT. 28, 2003 OO ASPHALT PAVEMENT rn .. . . ... •. . ASPHALT PA11EMENT ASPHALT PAVEMENT mz m (R/GHT—OF—WA)- VAR/ES). NOTES: ASPHALT PARK/NG I . ._ BIKE RACK BIKER I ^i BR/CK WALK �, 1 BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT—OF—WAY LINE OF OCEAN BOULEVARD, IN ATLANTIC BEACH, BEING BRICK WALK - ) ' SOUTH 5`54'10" EAST, AND REFER TO SURVEYBY H.A. DURDEN & ASSOCIATES, FILE NUMBER 7624, DATED: SEPT. 21 , 1978. I BR/CK WALK BR/CK WALK � � BR/CK WALK 2) UNDERGROUND IMPROVEMENTS/ENCROACHMENTS, IF ANY, WERE NOT LOCATED BY THIS SURVEY. BR/CK WALK M �o° 3) FOR A LIST OF TITLE REPORTS USED IN THE PREPERATION OF THIS SURVEY SEE THE TABLE AS SHOWN HEREON. - - N 89°27'38" E...: : 201 .1 1 ' — — - - 80 6' �� 4) THE PARCELS SHOWN HEREON LIE IN ZONE 'Y' AS SHOWN ON FLOOD INSURANCE RATE MAPS 120079 0001 D (NEPTUNE BEACH) 0.2'I I INSIDE 0.4' /i ' rn OSI , 0.4' N o\ I AND 120075 0001 D (ATLANTIC BEACH), DATED APRIL 17, 1989. ATM I I INSIDE o) N 1 , (STUCCO) IUNNUMBERED LOT a I9.0' m 1 a I SHEET 1 OF 2 PERPETUAL..EASEMENT"AGREEMENT { ....." PER O.R B. 8701; PG 2009 Z AMENDED IN. O.R.B.8936,."PG -7020 J ' _ SEE SHEET Z o, ', - 5773 NORMANDY BOULEVARD, ! - JACKSONVILLE, FLORIDA 32205 RAULCY I PHONE (904) 786-6400 FAX (904) 786-1479 20 10 0 20 40 _ — _ _~ _ D S RVEYORS LICENSED BUSINESS No. 6888 PABLO FERRARI - SCALE IN FEET " FLORIDA PROFESSIONAL SURVEYOR^AND MAPPER No. 5601 W.O. NO.: 03635 12/18/2003 DRAFTED BY: A.WALLEN 1 = 20' _ NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED W.O. NO.: D-03-635 SEAL of A FLORIDA LICENSED SURVEYOR AND MAPPER CHECKED BY: P. FERRARI CAD FILE: 03635.DWG FB 475 PGs 46-74 I i r MCCONNELL CUSTOM DESIGN 4)A W00i)COLUMNS ;t r. ; 303 JASMINE RD. TO BE REMOVED N� I ST:AUGUSTINE, " t .! 130AM AND POST FLORIDA 32086 1$ $Q. x 8 TALL COLUkINS �r M` 904-794-4500 i . _ ' {-, . 11�{1�1�-•5,"1�—jt'�--�'•�•�,.`Afr'��t;�.�`'`irr f"w�tir%'Yl• •'j,!",,/!b.=���''4;l'�:b`'e�'��F>f 4fiy,y6�;l�•-h/\57��/,�',n�y,+.�"/,�/l�''Z'S'��l��r>�•:.r.N/r%+•/,.S4'fr:,•,"��r�,�✓i)jt,r'/fi�r/Y Yry:y."^f,�����/ ' /'���/�/�G 9./.,.%JJ'A�y%Y',,i��/yam';/!•�s;i�1',�y;rti.yP y��r+4y';.j.:,:§.�'7..i;'Y��:'"4'Ij'�•+'% !.:^r.'.,..'•�y'y'✓Tf�!,y'�f.Q r�1�• /�-'r./�.hyr�,f..r/��_4 1.�.l1,.lY�l7�',.v'/:_C�ra.'r,.f�..:�'f.�qi�).�.;f'1 i'VT�+/.�,r,.,°y.y'./r!C,�f.Y./''.Y»v,�s/�a"mr.l'�'.1.•w-:r'�•,,/yy/.rh�.'1IcI,•S�'.,��v,fa%,,.��!i`,.'.•r:i'y(1�•.. i rii.y ./��q I,�`�.`4„+LT/yY%IJYZi.?�y�"ll/f�i/?��%/Y.,S'Y't".H.,�tr.,r,•/i':,��.��%,{'./<rrj��•�'\f.'%,',.r J/ h / /;�.�r/.,'�(V/:,.,,.I"9,y'"sr�a v!y:'�,,9/s�/�4<.,/�,•ti'/�vrr�,%,"'•.i'`FYt►/ui�s7/.�'t�.�FY/.�r/,4 y�/!(y•/�..ns���fs51 jJ1 il��a iIIIIIIIIIiIIIIIIIIIIIII ——zZ_�i ^,'t,'l i(!`,� rn�.<`+^t~a�t/•/•,.r��C�'•'•, -•�rtr.+<r{�o•.r�Y//�f/`',''�/S�.r'ir=,�;;'Y.tyif.btiYi•r;,�,�°'y.�.�3''�y�'i,"'•�✓'�.`t�Jr�•rl%..•�i"ai5`m;%'�'C��1•.'`•ar.;.ai_`•.'r,(j;l°r.'.'%�',.'�v�•,V'r.�•Lt�',y'r�.io,>`•wr'ri,:/i`s'9:.Y'�r(f'f''l !i',ryi.•\.l�,.''Yt,/.�'•<.i�:S`i<�"i.'�;�!*•''.''/.i.di:i//'.,:":/'.>''lr"•.`��•=.ii�':c.r•;r:%�.,�'.;.:,,y•i'`:."�.':'.'r J:•':,r�:tr:L.,,`:•rrti:.:i.<i:—l;:t�•,:;'i�''•:yr'j•?'i'�'�.F,�rysr¢:i/%.•`<:c1./'��t.�.?'a':.:•:`•••,1��^rIt..'�,R;fni�:..y•t+%. :f<..� �/�-a�y.r�$j.',y%,•i%ryrrY''f Vil"r.'�v•i,7\'io.s;'y...•"ti i::•r•G•y•={t•,•t'..'3:t•.``,•',•,sr•''",?�t/'r1,' ::r``,}'ir.�,„"/y.j!;l I•�;���{f.iah.�!y•��z.',r''a'i'=':.`;�';.'f.''.'/�"Yir,y�;i;',,:t`3y•�a_•'l sHb:',`j.�•':>fi,`•t,'•`'tS�.^;.lr.i`.,S°.,%.�'%•;%)'//.•=fi•.:r,/•.r�r",[/:'•r=y.y��,,,'Lt•%�.'"''.••✓i'Tl'�if�''•�.�R:'.`�4/,•ri�tG''/��..jr�•�v•'.,,%y°�'''',i.�J'y•��,.:'r,!�r i:�",iF''�t�pi1��%.'.,•�'.'/,:`,,F./`.+'p�r,q'/l_"•''�y�''`a it''_✓�'",.:�i.'i.I'+s�(IC-:s.%Ss94•=;p:i$Ll..'Z:r�r .,'.``''',rsi..'.,'•d�r.Jt:,•.i':'..:'::�•:'i'••,:r•.'Sr'•/N.._.�-''..;!�7r'Y6���..Y••,,4'�'/�'sr':^IIIIIII.r,Is .'''�I/.r.0/'•'-r.Y"',•R'•t.r;:iIr•smC.o'.g,.:N�_j,/rr7t's�•'/'../� i!'A��H''s'.✓•��•��-��r'�vt/)'l,I IIIIiI I ' i ',I•I1.�'�: �•r�!`X;�i�;y!:�iT_,l'�'./'�G�,'f''.r3�/,'':•v',::i'�5:,:r§,.:ih.�i'•�.',,.'+.r's,y.�_,_;:•r••���%�;✓•rw's^,='.:;�'''.'• ,3•`r•/r.,',t i•�'.•.��,.r,y•�\'i..Y"•V'°,/`.i':t,'/`�'.,revrys:.f.t t.ys:-':.j`e:./'.'<y' •sr,;,,•1'Yt�•�.��,y/;,'�}'• Y;•y..rw!rVi:-,;y`Sf'••~r':t •i�.�:ii;•�./%.�3%/''�••,�.•ri ,���../'fj.`,�:r-•.;r�r�•J f:nti��r/�:{r ��•�.;T%,: ?'rY'J'•'r•+����'✓,„7 f,�y.ray•n'' „.riyrI•i•`'tM'j J4i '��'••.y/«fiY'•y/'va„71rR;,''v.:,!'/,;'•</�i%.,iY.�r(f,/•",rr,•' l y,,1�q��1�•��'`r.•��:y`:a\.^,•,•`.'r•'•����r/�� � •�i;I�l�.i��I I1�l jI IIlI1)II] IIIiIIIIIIIIIII( IIIII ——y�—♦Ozdzmam_yr',f FAX 794-9957�Xi �/7w .9 �w4- 9 9CVIJO•5. 7/_w718”„Q..x 8'TALL.COLUMSI ROOF LINE TO BE REMOVED Z .�JtiLLJ Q All Z RESTAURANT WAIL RESTAURANT WALLco WV ROOF LINEo O /ZO - ' Lu vw­ YA Ew;EXISTING ROOFEXISTING ROOF SLOPED IN SLOPED .. L uj ' A W / LL .fiY 4 ce71 Lu 2 c>]STING FLOOR PLAN PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE<> N.T.S. SCALE <> N.T.S. CIPNTILEVER ol EXISTING ROOF NEW ROOF BEAM AND POST SLOPED SLOPEDNEW ROOF SYSTEM GUTTER II Q EXISITNG 18” 80. x8'TALL COLUMNS RVISIONS EXISTING PAVERS TO REMAIN REPAIR AS REQUIRED 9/29103 MB002.DWG SECTION A I ' • I McCONNELL 4x4 WOOD COLUMNS CUSTOM DESIGN TO BE REMOVED 303 JASMINE RD. EAM AND POST ST. AUGUSTINE, FLORIDA 32086 18"SQ. x 8'TALL COLUMNS904-794-4500 i FAX 794-9957 18" SQ. x 8' TALL COLUMNS, ROOF LINE { I I II TO BE REMOVED ---- 1 i�'l , rr �!✓J:' , '\���i..y' , ! / r`;, r� ., 1 I -! ': '`,r i � �i�' s < ti �< � r,. '` ,/ , r=�, I ,C - 's•i:• �r A, ,•1' J Z / l / / ii' 7,% ,S' � r• I � �• r" I to , "a r<' ��r 's' / �% it ./ <�•;" �:> / I L !' 'r r •4 r � r iL r•' ri' 1 'l' l / , I %i.• / n� \/ 3' ,�• l •Y \ r a' is C i •i !� C � F `r�,f, }r',Jr ,•\ r �' :///r % o, .%�.%' .l!/'� � ,n>i.+ :�L,:£: :% 'r �,.%„ ./ .f :a :•a.� /,I �, ;N� � , � `) /.• t'/ � !' j• l' f' !l r r '� �o,d / / r�`a,% .a. � c ! �/ /:// •r •r ��' '"�:• r rY,' 1,: -,�/, �'.r,.•. ::/; / V _ r ?—iT,,•' ), " .7,- ,/ it >, "r' /.( / .: 1 7• :1 / Y r J wY• }�' /' a •( .)i :r r ..� e�u:� Z' / -, !•` e." i Z .' I Q ' Imo. 1M.Y' O �ra%`•� ,>� I,•/ /5�,,,� � �• .• L/�Y/ I,j� Lu r�i co z RESTAURANT WALL J'1;� ::•" %''' r-' �` -%, r iry RESTAURANT WALL -N - r (JS, '''"�> 'r :''� r •` ! .r .„• !( � L' rr rrin; r !I, I �-". 'r O �ell 0 O /�� / rC+f�Cvr�, •.r ,; .- rr , % � -5 VI:,i // ,'' SYW/ r ,,r� �r j'� %�,r' '' I _ '•y.,:. ;i:i•,'• / / � C:.r ., !i:,.:i i'll . /,,% �`,� ,/;kr� ,r ,3i (7 ':/ �/ ,.:' ✓.'-C:�%"��'`I 0 W D Z /C,Y, ✓,r��rh; ,%�`" �'C>/ / ,�;1.�,•; �%{'' I _ ROOF LINE .Ii. ;.,p, l.•' l I Z �' Ur /�) /r r% %` 1/ �l ✓� b �%lf' / I Z S !'/�3r � VY % ,/ ;ry/ ^�/,C,�.•/ \ r " )"/! — is r r ,:•'' a 3 r r r:' C i /� ! //• / '' 0' C 2�.,p/� ;� yn 0 1 0 CJ^J Q ��' ' ) •t r`Y /t r,/�� ')N :•i... .�,�- __ , 'c„` 'F ':.r • r'\'.., /v. �i' f�1yrl J� �✓.\ {`/ � Q' �I' ,ril 1'i��':.• " �i��, / .✓'r, '; '?' Q 1_ e `'�/, l✓</ p tip/ / %'lrf�r, � / ,T�• /!/ "•1 `r'�• :� I '/'L, -r .': r�rr r /f '` J% 9" •.:•t:• `, T:•�.:/' ' 1..���1 I / ) ,:i` `•,.i / r% % l r•. .v% !•� ./ 1.1.5 �, 1 'al�i •'l:i Jr '�:^>; , / S/r, ,.'Y/'!, ,.,/'c, � 1 ; N. ';, r1�1 t< `,: .�',f � .% -%• .;; .;Jiy`,�°%',.. •.:C �` y�" i('/ / /j! t �i'j? 'rrS. 'r i 4 r 1'.w s ! f`r(/, 4• ',•, , h' Jj V f !✓ f//l , j!�\`�/f,•yr'�✓//,� I .i ;i' y�).ir/ ' ..\✓//'q// ii�b '1,�.(!r,,:,'. ,rl noE,,,��• '9'/��%{'i:�l ` � 3 ! ! ,,� , �r+ I , �•, l,; ! ,•u fes//,//�) f,, r•�.:�` •.:/ ::'� r 1 I W / ¢ i/ /,! %;#! •i s'i �/ :rI� I i 1 /; , '.iY,f y' ,/'s T J ✓/lr •!' �la!\/ ,,.( i1 .... Gs ��?/ / //�'� / /l✓/ri% !�f%�� I j 'r J j!rl �„/y� •, /.�'�t:, '`/n I Y/ .US;.,.{y I i 3 ,' 'a�s•�> C`oy i''.,.��: a :<�r`r' '; .7 •\/r l � I �,.F„j// � /�, �'�\\r. /( ,i��//'�,�1. ,�w•.:,.// rlJ�. I\' s EXISTING ROOF /yl ,c :: i ,,/ (/ y': �r 'f� : ' I EXISTING ROOF . /',y i' I�L�(llf:A00 ✓ `. :Il �!' 4•, �h /ri\\rY;� r� ''� ,' I ':i+c l fti•f ? '`m `i'n,•`• :' r �� : SLOPED SLOPED ' ✓. <:-: :q ,/ / t: J :` /�•r,'.'r':•,,) / r> r /, i y ;!! yr/, �• r !,3 .�,i.�, I cam., ;j' Jy ,f� , ,/ :C. ,•./'„,(✓A. • r� ,�! „'% , / .ft.,:� l..i y.•t'iI I .:( �%! I. ',•' >rr'r /�`,n:�.: !)i k•: yr /” '•� r ,. .,;;�< .r//'j' ;t �V�JiC�,. r ) Irk r, I \ f r�� y i .S',�( /r %"ti j/:•s,.i it i{' r� '>' I 1 F_ �'i ( �r ri' �' ./ / tet`/',E,%{ .',,/r f•�r ^:�,;%r '/ •. ,-,%ri .S ?✓ :/ :rl,:.� I Z /1�1 Al rLu >, :�`i'•:.,'' �r `•:�','' I � ��s/� rr`�!y / i/ /r � :/ ••`� 'f y'/'`�,�G''F,4!ii ��. :� {� I . i /1' �"��r �/ ,/p�/er"/fi,,//`/q'` !/ �!i'( .� ,•{.i•S� ( j• <., w./� I '`/'.£�, ���tr/a `'''/i^�!,'"`:i'?... \' �.%,/- r�t�' 41 �/i J/ ./ r•.a,,: ,!' .i ,` "/',i�.i1 �T/ / "',�< �f ,y;..,. ri t r'j., 'g / � 'i'{�✓✓'6•' { 1� ti✓( �fl/`� �1��\ /l ', �I/ /�i•a:�— ` <' ''%'x' \ ' :ti� /l r�JL'}'��}%i,,i•/nl t/ r .'�,,% / !:( ''.� ?:, ,:�, n ,/7 �/�.� •�" r; > 1 W .� �./ ,:% ,%••iJ�i l,ri `�:•'i :i'<!r y/•/� `'ty!: .i•' )� 1 J : ': % / ,}�/ )'`r' ) � ,d ,S.• J / /� / :i: •!`:rr y Y:^'.i; CIv\)�- r �/T31'/•�: � �5 �1 �"i: 41 Lij O V 41 .'.� `i:fi crr /i•'' .i /, ,•% ✓r '/i' a { j !y`'/ •3% >/ / `%. / %tvr< \ r ' ' % ri rA ri• % ,//,l�'c.io.'t,' ! 1/��/r �'1 j C Lu , }' i ,/ i, ��i :/`` ..rr r t .'•`�. /% r:i !`i'/: /�J• !/ ,(1.{ r1�r`' /<'L1;j' I �� Y .iW;f ! .4 Cil , iC,/ i ./♦ / 9 ' e •sr 9' r••> ,y- ' l" r. \.., W O /F r< >• /�, s /r /.rte r+. I 14, V� U EXISTING FLOOR PLAN PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE <> N.T.S. j SCALE <> N.T.S. 5 CANTILEVER I I I EXISTING ROOF NEW ROOF BEAM AND POST SLOPED SLOPED - 1 I ' 1 NEW ROOF SYSTEM I I 1 I 1 I '- GUTTER I 1 I I Q I z EXISITNG 18"SQ. x 8'TALL COLUMNS I m I I Q I z i z :..:... i z 1 I O w EXISTING PAVERS TO REMAIN REVISIONS REPAIR AS REQUIRED .... . ..... 1 I 9/29/03 MB002.DWG SECTION A 1 { Y AP 386848 t'. Al r, a• i1 A. t. F A t N WaL.Ll j f. _ t hL- �`:: � ". �♦ err. � - r . r4 �� T .hr 1 f f u �; HN � �r �• �M����, '►`� Q .F. •c-, ,• � ' OJrwt Y 41 APPR lltif P+FQM%i 4•s�w - �� t 71 V . o YED 0-F i• DupLDIN 4� MAR o7 z _ - i Y r' /V '�' :so-, , '' � (p DRAWN BY BCALBs `APPRt7V[p BYI �Et tel" �" hJ�LL (.� .�1., 4 REVISED . 1 c � yy DRAWING NUMBER '.. P111MT9FY ON.tk"E,4ZOm-VEL BY SOUTHSIVE BLUEPRINTSERVICE. .20 Afla 6e, a p u - _—� Ir 11 ul 1 w L Ln NIVIEWED 0 LE M_ 70 IACZ"0�Tft WQ— I I a I + M P�7 rtrc l�rcrc:r,lrH DEC U 2 2000 o .r �r46 �^ m - w JACKSONVILLE a « FIR ICS E PREVENTION UA DIVISION p ti J +l 1 rtbcp:� To `. , ' j .. .-.-� �•�\\ � - `�� .,�,�L1°!�"'{r (.iQl..f.C� _ - . l� � i - _ . - - , ' �,, _ g� S�Ci�tC�Tl�S - - Lw — 1 \ 1 a \ I W Lu \ 1*br_L - l mT.L_ A-1-0 ex"01- w4a flj0�T"rPoe-K *7 _.�t•1� X1.,1.., t-�- _ � - - - ��ss�� pal�. •�� �,�,s. rttls r,vrt-. ANT' I�I�T'�s- �.c;.�n + -� r� Ia• gyp , 01 CH Ap ci i ,M1"'�' ^� .�� ._ :ci _ Imo_ ! r_ � •. �1 IT_ ��. F,'c 1�T'ts �rr-lr-��?(�'�`' • -��' '�. =.� �. '� Tr Til tr \ �1�'C"f�' G�1C..1t�r.�.1*��� S — �� _ ._ — 1� •, -- /F ar-� ATf : r�t'11~rr -tjT I r Ne c - - ' '�;- '1 -} 1� T i 1 �` 1�.,11'�CS J(`' l�1 • • � � ._,_._T_ ._._.._ ---•—_ !-_____..__...___._._.. ._._ ���r - �'1•�•� �11 � �� ��— i 00 _Cgl-fo 5` Gr,�. CL�I ..;r'tti' - r` •�� ' _ ► ►4HIL, T`I w�.J _' �� '_ � ��' � I r r+ � -��.��� �I�� I ►��I I _ I�� .c_L�.err _ (`� (� LU UNAIR.E SCHEDULE / �T 7pc.<- Ttf-�_R lam O&f-PO4" KEY LAMP I DESCRIPTION MANUFACTURER VOLT FURN A (1) bOW A/GE SOFT CEILING MOUNTED FIXTURE, RE]UVQJATION #SF980 130V FBO (�wcFjc WHITE INSTALL AT EXISTING w FIXTURE LOCATIONS h "tea�P'�►� l� (1) W AGE SOFT WALL MOUNT B001'H PROGRESS>f3830 WALL.�iT- 130V FBO r4t f of- PITT SCONCE W/PARCHMENT FIXTURE I I � SHADE, MOUNT 38"ABOVE � �H fr f lr6-T to 1 i I I i PLATFORM TO CENTER OF J- BOX yj" y �;�� __ -•-1-�` - � / I I 7'(l) 60W.q/GE SOFT PENDANT, HANG 36"ABOVE BLAUET 81515-08-50-80 120V FfiO • PINK TABLE TOP AT BANQUET, - �► I I 6"AFF AT STAND-UPS TO 5l-t'np.j Air �- FLvl to-to 1 f BOTTOM OF SHADE I �' j �, � / / � � - �✓►�c►�� i rI ' Tf*r C.1 (1) 60W A/GE SOFT PENDANT, HANG T-6"AFF AT BLAUET MERLIN 41515-08-50-80 120V FBO Ll�"1 I � _ PINK STAND-UPS TO BOTTOM OF r FAW "A-L- '�— SHADE g - PAR LAMP HOLDER t 1� - t�r Lm �►�'.!`'� (��-o�x � � `��N H � �� (1) 50W PAR FROM I-BOX AT CEILING RE.v1CRAFT 41 1 11 BEC � I `�� 30/WNFL PHILLIPS _-_ - « U 1"I`+f ll•"'j6".-•� °IL`'� r T Vf'T D (1) 60W A! GE SOFT WALL SCONCE BLAUET,IMERLIN #1517-08-50-80 130V FBO +R; yam. WHITE W/PARCFiNfENT SHADE, IWC ' �raT� . j ��p,t 61:1 -�` �� 4 J MOUNT 24"ABOVE BOTTOM / Ct,FA giLic•r 1 J r ' ttr! �.t�- Par-", OF SOFFIT TO CENTER OF U / l ` PC _ J �7� d rIlDr --- BOX. ALIGN WPT" FIXTURES L/ C-110a SNt T wkmi- - 1 ED EXISTING FIXTURE TO BE Thf' C, 1��,;�• LIQ, IGi �`( REMOVED lwb� 1 P loo'�(�IyH-( _ I ER RELAItiP PER TRAPP EXISTING FIXTURE TO ' I --_" � _ }Il_ 4�L.a�� 'I� fro . I ASSOCS.' SPECS- REMAIN _ _ w0 V1 Eew F (1) 60W A/GE SOFT MOUNT TO BAR TOP-6" BLAUET FINA #1469-17-40 120V FBO --•- - PINK FROM BACK EDGE, 48" FIXTURE TO FIXTURE G (4) 75W PAR 30/FL RECESSED DOWINLIGHT 120V BE WBLACK STEP BAFFLE 6-3.4" _ _ __- '�- `NOTE -ALL LAMPS PROVIDED BGC, SOME .-ASSEMBLY REUI QRED BGC OF FIXTURES* i 111111.. I • r I CL0 W v f M X LL I � � I ► I _ 1 ` -� " ! -•- --- O a Ul . �k� .1•-Lyh-t ' �- ice• 1 I i ! Q U 1 ar AN ST 00 • T� 75 _. .__ i - ....t F T. i ttill ic, XXTIZA­ f I T1 LtrA L X _ �� HE-4 -00" Wf$46f f- TAS Z '` r I '� - 1 r •1... I IH��'I r j t I • r- +-- 7a 1 >4t�_L- .r - ct-+ _t�1C1S :.Sw r �QLJ F I I I° I°�"'''�� ' TO rAte`. I •amu c• _ I I /I I ) ) U_ 1 _' I /57 i � FINISH SPEGIFICATI NS: 6rP. W, 5CE ROOM FIN15H 561 I-IMLE INTERIOR: . I(e PwTwNc GENERAL WALLS MFGR: SW LOW WALL CAP: TYPE: Oak , C-Htt�M�(L Tt4t4 COLOR: #1354 White Wool SIZE: 1 x Ix3 RFP OAK GAP W/ EA5FD FDbES , r �•,�,.1, r �f'I n T10f KA FINISH: Semi-gloss latex COLOR: Match existing oak NOTE: Oil base at kitchen and back FINISH: Match existing oak bar walls , � CAP RETURNS, BATTENS: TYPE: Oak GYP. BD. AND PAINTED BEAD BD. CEILINGS MFGR: SW SIZE: 1 x 4 Wt COLOR: To match existing bead COLOR: Match existing oak 2 3/4 x-7/I6RFD OAK r' board ceiling calor FINISH: Match existing oak .3�' �-F'tfZIM. FINISH: Semi-gloss latex qY �U s( "t}�A,% SLATE TILE: MFGR: T.B.D. -IA6* x 2 3/4' RED OAK TRIM a 404 i►� CORNICE DETAILS AND TRIM ADJACENT TO MFGR: SW COLOR: Chinese ✓., D.G. TO COVER ALL PLYWD .JOINTS CEILING COLOR: #1356 Folklore Gold SIZE: 12 x 12 � �7 D� mil bvoo vp FINISH: Semi-gloss latex BISCUIT INTO TRIM TSB GROUT: Black r TR17 - P)q F or rick-5posw ALL EXPOSED STEEL COLUMNS (ALTERNATIVE) MFGR: PPG NOTE: COLOR: - e�P..(�:(L Pr FINISH: Semi-gloss ail PLASTIC LAMINATE: MFGR: Formica NOTE: BACK BAR (Top and door fronts) COLOR: Satin black TRIM: '/.x 1 '/. oak edge NEW BEAD BOARD CEILING MFGR: T.B.D. NOTE: Typ. counter edge: LP over _ COLOR: To match existing at entry top of wd. edge and f' "` FINISH: To match existing at entry c amfer excess 1/4' MDF 51RCH VENEER PLYWD (4x8x 1/4' ehts) r SURFACE MATERIALS: CERAMIC TILE: TYPE: T.B.D. 1x_2 OAS. GAP • � -71l ib COLOR: _ b x 3 /�" OAK C,) PRIOR. ACCENT COLOR: 3b '/4' e7 TCP 3co�+ WOOD FLOOR MFGR: Gammapar Americana GROUT: Black PATTERN: I/Ib' BFVE1.. BACK j 9 4e IJ4. e-s rop SCc� rcP eaaa•+� TYPE: A" x 4" T&G plank SUPPLIER: bC 14' rb F76c OF BOOTH FINISH: Satin finish I I/ BEYOND ,,'a• COLOR. Distressed Chestnut CARPET: MFGR: Patcraft OAK TRIM AND INSTALL: Edge glue float on 1/8" IX9 STA INWPOPLAR TRIM N051N6 i�v TYPE: Empowered ' foam PATTERN: A118458-108 Attribute t ' 1/4' R'''DIU5 � 1x6 WOOD BASEBOARDS: TYPE: Poplar (alt: small knot pine) SUPPLIER: Trapp Associates, Ltd. COLOR: Black Stain (Behr lf913 or uq.) • 51ZE / A4RRANSE PLYY'IOOD PANEL-5 To FINISH: Satin sealer COORDINATE WITH BATTEN LOCATIONS �1 2x6 P.. FRAME r`lr 2X& 1916"' MCI- ALTERNATE PANEL A5 'GUARTEIR I I G, FRAM INPERP G 14' BIRCH VENEER MDF BOARD COLOR: Sherwin Williams Lerrti- 5AI^N OAK transparent stain Cordovan FINISH: Satin sealer first, rag rub I�,,.I{.f �� �.T �-- t � �F �IL 41-40 - stain, satin seal ` ' I 2o7 AlMtc _00� CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS o'lo� Ar`i4�-/T�e BLED RE# 1 '12 531 -ocoo OTHER INFORMATION 1 r MCf5 i t i FC ,: SLOPE i �C 2 FILTER t ��. OVED CRY I ARTLMM FC I i I KBUILDING OFFIC[� MAY O1 WATER %ILTER � 1 -- �1 12 - - - - - - it H! T9 AI:V LUGER I MASH• � 1� Fa CONTROL PANEL ;•, O \ ' ,JF.D. ABCVE DIVERTER ANT ' t 2 SEk tCE i i1114Sf1 � _ i ,. 27 -BREWER, Y- 10 a M SINX 3-FO, (I C)CLEFQ 2- S INKS C[>oLE.R l I- FILTER BACK cR BREWER CONNECTION BAR 1T4 I li I ®FD F4 ` 5L i -BAR- WH 2 -F,D. - t G 2 - SINKS I - ELA 'S WASHER hlk ' I- BEER DRAIN i WAIT LTATI'N I- SINK -a- maa `w .. taane { i I e c • /) I � / 21 to i 1 - f � 1 �_.,- ' �iiV�l � ; � _.- _� /� 1. I \� :'^'.T r1:� •�Gc-ao[ir�`i Gc���c. __— --- —_---._— x1 a 3a I, y !f b <_' o G \ 1 � enc Ida o Fa \C 1 _ C QmQ 10 rL.4r�T is ICA Q �.11 rl✓W. AP PRA UN CEBFACH BUILDING OFFICE • �� / �eeworen n: /� ���o DewwN er (� i • scare:�'2 s- 'o? L` II,L'( I [�Z!_ L.f�,Q. Do,tem pi D14w111D wV�DL1 1,C- ,! �Ld . y1 � o Emsvase•lG�.C_.'CG-VR A• S: '•s�[ n.-.t•• •' snr�'t ecvM�ow� By I PJ • 'v?/ V i _ \ IIF -- ' rcti Cm7191 • I y 4'�r: � N,,i? �:^="c,rti�L'� I ee�lt.!✓k � I r. --_ _--_—_ ___ --_ _—_— I ��017 O�i/1C/t /T}lf+'y�- I` .TI'�ihl i i�K'( 7GNy�• I r.NA+ I I �,% - A 1tl ISW e m ✓tet i 0 ----- n N G riG.lJ✓v�J � '-- - r' I V s; I I J -Al DME,1 >94? r ' \-*�• v,.lcivny -+r � arleLveh I � i�n►'ve � ;ils+cw ; � . ji I i I vicK•ur i --r ply I i I j ( . � CEtII�10rlEU Cv� ` i � T P �•--- - III I �, I — ------- --- ;-_�_--� \ \ Q `� � � II rt --- -- -- MEZZANINE l 1 f so �, ' t' �V, I . —_— '__ 1 - i CITYA P P R O V EJDuN - Q cPl SECTION I _ MAIN . FLOOR : . _ - � -- - - " E -- - ). -. Y-- SCALE ., JW NO F . 1 SHEET OF SHEETS 1 I PLAN P,E' IEN ,Oil G L i y 1 I � Fx'SI I rJ W.C. /� � � tC►! wo4,`j i OL 1 �•y,�t/SITE✓ I i' - 4o�KlrlCe - j �•' -- Sol t✓xc i`3 � f }lfw ArtTt4UE �lr1�f�' —t 1 -- r-K ----- 40 WALK _ fLAT Wt ' --------- ---- ------ - 0"1- a • I � - .t.,t � _ N � 4 � I (2JE .✓ Ir - ±jFLvi.�� ' -- .J 23 • , y f,brs�� �dl1s>ity^ �" i s O s _-- - - ---- ------- --- a ; 4. WULwl . � � - � - -= 5TQ tom= 1. rkw coor�Cti♦ v . rl • ,,moi � - _ - Ex15(t�t8 Fixes✓ no Go tvEt �i Pr1 I^�dE �. STh�7 Ld.MP L K ---► Rrr.C.1i 1 1 I I i �VAPF'RC VE 0 - 0. CT CF rii%'1'if. I I I � t I I Il�Tla� r1K ol, I I f I WUY AL AM AAIMM M 7 70 East Coast Dr" ATWKT�BEnC 2233 I I ! Rising Sun / y 1 uVIIDY[G A: 2 a•Cl 4 SS P*A" 1 t I F a U ISG rl y p1AO1M f1YM�q 1fia ` Vo F + Y - , - /✓ Ct�.cll, N »�� � � ,,'rl - •f'EO.c?AGE i t I 1 I I � i i � ,+` (� I - � ` ' ^ � I r EA, k / c, j I I > > I �CGu/C�rETE SGj o 1 +• �`.—_ _ - ---T I W I y �I � I 5 ! 5 I, ' I �I 1 ( j ! I j i j .40CTIG' Rates E"R.r;' I I-�j � ' 2 I - Q j � i I `'i ' I , I ►� �33� - �� - --� j.5 ,— I I � - _ T 2 t Z$ / roc 1 Q ob l ! ✓� Y I i I , O z �r �I s © rl t ' C SE `CouvrEF a r.. . � � 1 - �'b \ __--;r I r-24 "cCJ.✓c r�GpC,e Tc ; ! .C, ( j� i I - � I j I ! \ - - - - - -- - - - - •� - - - S - - - - - - — � I ctrl /r — � l`- I - - '--- - - �x/6Y/,v'ti FbOTir_/G � _ I E.t•^wiv A f'i EAcS 7_ 1 :I I k'Ir I { i- t- ' - -'-'- , i �. Zlr/2. I .—.! "�T '��2•►I Q I ' i I I °Ex/_sr/✓G K4G._ • - w ------+Z �OUNDAT/ON FAL �'.'�/ S C �,Q4MIAI/ A L E : 4 ' r .s.' f !. \ I ! I y E_e/ST/✓CF _ -$///C Y.UP .<'P�T,f� •SGo� F� s . \ ` J3u"cT•U� .PovF 1f , I li `�. l i I � ( �. � I I .JU.S"P/Cf L:/?^ C�G/RS 1 l � �-T �I � �L a � IF.'/[�• .. 7 I V I I ! t. i • I �'� - - L -L:'r/ B X? �Ag Ts �4 - '�� � . r�hl PT , 0C U f3c oc,e WiTiJ n�� I ; U ExiJ1/N:. - ! ! I G�E�,tirT✓✓+ G� �,. ': - t•V' /Ea_ �t4G -L' c� ; l , 1. r T -- ExcEar.cc.rr n•.o -�¢ ' ,a.�-4� I �it , ! 1 - I I � ' I � : � � i �,it— -- .. •.i c,,,- .viE.�n r/iTN rG r^dT r- rT--- � `! TO .4L i W �.i"yv aS vEz7 cr FLORIDA HOTEL & RESTAURANT OMSION GAS AND OIL i ALL GAS AND OIL 1 _ HEarERs ttl BE VENiiD TO EXTERIOR AND EQUIPPED WITH AUTO- TO u_? %.FPA 096 MATIC SHUT OF' OE/ICES FECOF!MENOFA BY . i ' I - ' •• ,. _ NATIONAL BOA:d, 0; Y{AE ,UE2:+FiTERS, !, I I t I I I I 1 �+ Ut i -- c. \ t - li t.y I - t -Yl- '- , '• _ _ /' / t� ;r YH Cvt Cv-/9?o ^ - i [ couc SLAB ! q 'r\ ' �/ ._ Cal G//Cf7 - iC O -, - \ ,', I i 1 `l ,.. /- .. I I - .• -_/ ✓4 f%C-/5' cQ�iF{/EiL' �� I I • - , _♦ I n.�' r ��, '' rl,,'-�� 11 ( ' ! ! I ' —._— !r--1_.. � i • � r �' ° ` L�i�/r�C%.+� .C�7.G'.Q/4/C K'�.-� —:_--a..r/y'Ti.✓:! !-C/„/i/f!_ V� • \ �i I .. a - 1. 1"/r/✓ 1 1 E-CT/O/U 2-2SECT/O�t/ 33 SECT/Di(/ 41' 41 — --- _.—.—_____ ---- FIFE E/01GUISIIERS 4a,.,.r•.;!".p: '. DIG OF HOTELS i USTAURAYITS RUELS av STATUTES Not?: ZONING �c-EroAui .......t!, All eatcnor C� mn :hall h .t•erd for full FE.ORTD S,E nl C nin; ,n *h m n +rre node. This building shall comply with local AL i RE" 4:16 CMMMMM �/ O O/`T /f e o s n n u etulp+ d '++im sell zoning laws particularly as to prcperty FLOaInn HOTEL L Fa ° cific lines and class of o ;:C!ag p>rmitted. — ---R "n A vi��t , . �r� SIT �` %.� ? de a-0arGr:arC. h Ih_`•pe �..R �LDmoA HOTEL a RESTAUItArrt co►AtALSslon # iris perr.,lt is Tssoed wd t:n — ThLsPianc NOTE : conditior,that all pmvisicns of the State • /OTS.' GO//TRICTO4 TO vEP/Fy/ �!L[ EA/ST/c/G �'/U wandt'neRulesandRegutabalt F`'`t' T ;r-r .a.`.' ISSUED C: FL ', �aONa6ert e, 1`t Id of `�a . Hotel Laws inp ldv+tlfae, y eb. aei•t•, THESE DRAWINGS SHALL REMAIN ' Ar PHi,dcp iU3!ECT IG .Yrrlt)'iAL OF �ODarry ring Architect, 1� Har,. Seal Ol the thereunder will be complied with `CITY H JILL, + L,r aAr t:•Lr;T ��ltion that t;.0 ro"tn, avor"ed on- ON THE PROJECT AT ALL TIMES ,ta�iv O/.A.ifN�/Oi/t;' BE<-O,QE Cam/-4E,Vc/i✓G �//✓ +%��'/Y- BEFORE THIS ESTABLISHMENT CAN OPEN p3aa.� o•aly.iththe..FOR BUSINESS IT WILL BE NECESSARY THAT C"UNTY �'J4D-hG r,EF;,k,;,_rl W tttlea and l IT IS REGISTERED UNDER THE SALES TAX "" CO1%hTYH rLtr a aerrtEr,T t¢la SSSS PROVISIONS WITH THE FLORIDA REVENUE 1 y / O/�G/�r Sri �C'E AL;Il�/T/�/V - yNkGlii S?:�ILIZRi',7PMENi G\ COMMISSION. .. iURT o r nla �. E- til c1,0.</•4�0 7C�1' f::1'Yi.t'1 ';I,�tER E�lj�� 4t• - TJ - L scnr •w.wDY[D rr nuweF iiY FFd'r �Q r � tli D•n �PiQ/G S 7 �rrlm "' AWoI✓irifc! De•wwe wureo 'r f ...Yr { �5r I ' • I McCONNELL 4x4 WOOD COLUMNS CUSTOM DESIGN TO BE REMOVED 303 JASMINE RD. EAM AND POST ST. AUGUSTINE, FLORIDA 32086 18"SQ. x 8'TALL COLUMNS904-794-4500 i FAX 794-9957 18" SQ. x 8' TALL COLUMNS, ROOF LINE { I I II TO BE REMOVED ---- 1 i�'l , rr �!✓J:' , '\���i..y' , ! / r`;, r� ., 1 I -! ': '`,r i � �i�' s < ti �< � r,. '` ,/ , r=�, I ,C - 's•i:• �r A, ,•1' J Z / l / / ii' 7,% ,S' � r• I � �• r" I to , "a r<' ��r 's' / �% it ./ <�•;" �:> / I L !' 'r r •4 r � r iL r•' ri' 1 'l' l / , I %i.• / n� \/ 3' ,�• l •Y \ r a' is C i •i !� C � F `r�,f, }r',Jr ,•\ r �' :///r % o, .%�.%' .l!/'� � ,n>i.+ :�L,:£: :% 'r �,.%„ ./ .f :a :•a.� /,I �, ;N� � , � `) /.• t'/ � !' j• l' f' !l r r '� �o,d / / r�`a,% .a. � c ! �/ /:// •r •r ��' '"�:• r rY,' 1,: -,�/, �'.r,.•. ::/; / V _ r ?—iT,,•' ), " .7,- ,/ it >, "r' /.( / .: 1 7• :1 / Y r J wY• }�' /' a •( .)i :r r ..� e�u:� Z' / -, !•` e." i Z .' I Q ' Imo. 1M.Y' O �ra%`•� ,>� I,•/ /5�,,,� � �• .• L/�Y/ I,j� Lu r�i co z RESTAURANT WALL J'1;� ::•" %''' r-' �` -%, r iry RESTAURANT WALL -N - r (JS, '''"�> 'r :''� r •` ! .r .„• !( � L' rr rrin; r !I, I �-". 'r O �ell 0 O /�� / rC+f�Cvr�, •.r ,; .- rr , % � -5 VI:,i // ,'' SYW/ r ,,r� �r j'� %�,r' '' I _ '•y.,:. ;i:i•,'• / / � C:.r ., !i:,.:i i'll . /,,% �`,� ,/;kr� ,r ,3i (7 ':/ �/ ,.:' ✓.'-C:�%"��'`I 0 W D Z /C,Y, ✓,r��rh; ,%�`" �'C>/ / ,�;1.�,•; �%{'' I _ ROOF LINE .Ii. ;.,p, l.•' l I Z �' Ur /�) /r r% %` 1/ �l ✓� b �%lf' / I Z S !'/�3r � VY % ,/ ;ry/ ^�/,C,�.•/ \ r " )"/! — is r r ,:•'' a 3 r r r:' C i /� ! //• / '' 0' C 2�.,p/� ;� yn 0 1 0 CJ^J Q ��' ' ) •t r`Y /t r,/�� ')N :•i... .�,�- __ , 'c„` 'F ':.r • r'\'.., /v. �i' f�1yrl J� �✓.\ {`/ � Q' �I' ,ril 1'i��':.• " �i��, / .✓'r, '; '?' Q 1_ e `'�/, l✓</ p tip/ / %'lrf�r, � / ,T�• /!/ "•1 `r'�• :� I '/'L, -r .': r�rr r /f '` J% 9" •.:•t:• `, T:•�.:/' ' 1..���1 I / ) ,:i` `•,.i / r% % l r•. .v% !•� ./ 1.1.5 �, 1 'al�i •'l:i Jr '�:^>; , / S/r, ,.'Y/'!, ,.,/'c, � 1 ; N. ';, r1�1 t< `,: .�',f � .% -%• .;; .;Jiy`,�°%',.. •.:C �` y�" i('/ / /j! t �i'j? 'rrS. 'r i 4 r 1'.w s ! f`r(/, 4• ',•, , h' Jj V f !✓ f//l , j!�\`�/f,•yr'�✓//,� I .i ;i' y�).ir/ ' ..\✓//'q// ii�b '1,�.(!r,,:,'. ,rl noE,,,��• '9'/��%{'i:�l ` � 3 ! ! ,,� , �r+ I , �•, l,; ! ,•u fes//,//�) f,, r•�.:�` •.:/ ::'� r 1 I W / ¢ i/ /,! %;#! •i s'i �/ :rI� I i 1 /; , '.iY,f y' ,/'s T J ✓/lr •!' �la!\/ ,,.( i1 .... Gs ��?/ / //�'� / /l✓/ri% !�f%�� I j 'r J j!rl �„/y� •, /.�'�t:, '`/n I Y/ .US;.,.{y I i 3 ,' 'a�s•�> C`oy i''.,.��: a :<�r`r' '; .7 •\/r l � I �,.F„j// � /�, �'�\\r. /( ,i��//'�,�1. ,�w•.:,.// rlJ�. I\' s EXISTING ROOF /yl ,c :: i ,,/ (/ y': �r 'f� : ' I EXISTING ROOF . /',y i' I�L�(llf:A00 ✓ `. :Il �!' 4•, �h /ri\\rY;� r� ''� ,' I ':i+c l fti•f ? '`m `i'n,•`• :' r �� : SLOPED SLOPED ' ✓. <:-: :q ,/ / t: J :` /�•r,'.'r':•,,) / r> r /, i y ;!! yr/, �• r !,3 .�,i.�, I cam., ;j' Jy ,f� , ,/ :C. ,•./'„,(✓A. • r� ,�! „'% , / .ft.,:� l..i y.•t'iI I .:( �%! I. ',•' >rr'r /�`,n:�.: !)i k•: yr /” '•� r ,. .,;;�< .r//'j' ;t �V�JiC�,. r ) Irk r, I \ f r�� y i .S',�( /r %"ti j/:•s,.i it i{' r� '>' I 1 F_ �'i ( �r ri' �' ./ / tet`/',E,%{ .',,/r f•�r ^:�,;%r '/ •. ,-,%ri .S ?✓ :/ :rl,:.� I Z /1�1 Al rLu >, :�`i'•:.,'' �r `•:�','' I � ��s/� rr`�!y / i/ /r � :/ ••`� 'f y'/'`�,�G''F,4!ii ��. :� {� I . i /1' �"��r �/ ,/p�/er"/fi,,//`/q'` !/ �!i'( .� ,•{.i•S� ( j• <., w./� I '`/'.£�, ���tr/a `'''/i^�!,'"`:i'?... \' �.%,/- r�t�' 41 �/i J/ ./ r•.a,,: ,!' .i ,` "/',i�.i1 �T/ / "',�< �f ,y;..,. ri t r'j., 'g / � 'i'{�✓✓'6•' { 1� ti✓( �fl/`� �1��\ /l ', �I/ /�i•a:�— ` <' ''%'x' \ ' :ti� /l r�JL'}'��}%i,,i•/nl t/ r .'�,,% / !:( ''.� ?:, ,:�, n ,/7 �/�.� •�" r; > 1 W .� �./ ,:% ,%••iJ�i l,ri `�:•'i :i'<!r y/•/� `'ty!: .i•' )� 1 J : ': % / ,}�/ )'`r' ) � ,d ,S.• J / /� / :i: •!`:rr y Y:^'.i; CIv\)�- r �/T31'/•�: � �5 �1 �"i: 41 Lij O V 41 .'.� `i:fi crr /i•'' .i /, ,•% ✓r '/i' a { j !y`'/ •3% >/ / `%. / %tvr< \ r ' ' % ri rA ri• % ,//,l�'c.io.'t,' ! 1/��/r �'1 j C Lu , }' i ,/ i, ��i :/`` ..rr r t .'•`�. /% r:i !`i'/: /�J• !/ ,(1.{ r1�r`' /<'L1;j' I �� Y .iW;f ! .4 Cil , iC,/ i ./♦ / 9 ' e •sr 9' r••> ,y- ' l" r. \.., W O /F r< >• /�, s /r /.rte r+. I 14, V� U EXISTING FLOOR PLAN PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE <> N.T.S. j SCALE <> N.T.S. 5 CANTILEVER I I I EXISTING ROOF NEW ROOF BEAM AND POST SLOPED SLOPED - 1 I ' 1 NEW ROOF SYSTEM I I 1 I 1 I '- GUTTER I 1 I I Q I z EXISITNG 18"SQ. x 8'TALL COLUMNS I m I I Q I z i z :..:... i z 1 I O w EXISTING PAVERS TO REMAIN REVISIONS REPAIR AS REQUIRED .... . ..... 1 I 9/29/03 MB002.DWG SECTION A 1 i r MCCONNELL CUSTOM DESIGN 4)A W00i)COLUMNS ;t r. ; 303 JASMINE RD. TO BE REMOVED N� I ST:AUGUSTINE, " t .! 130AM AND POST FLORIDA 32086 1$ $Q. x 8 TALL COLUkINS �r M` 904-794-4500 i . _ ' {-, . 11�{1�1�-•5,"1�—jt'�--�'•�•�,.`Afr'��t;�.�`'`irr f"w�tir%'Yl• •'j,!",,/!b.=���''4;l'�:b`'e�'��F>f 4fiy,y6�;l�•-h/\57��/,�',n�y,+.�"/,�/l�''Z'S'��l��r>�•:.r.N/r%+•/,.S4'fr:,•,"��r�,�✓i)jt,r'/fi�r/Y Yry:y."^f,�����/ ' /'���/�/�G 9./.,.%JJ'A�y%Y',,i��/yam';/!•�s;i�1',�y;rti.yP y��r+4y';.j.:,:§.�'7..i;'Y��:'"4'Ij'�•+'% !.:^r.'.,..'•�y'y'✓Tf�!,y'�f.Q r�1�• /�-'r./�.hyr�,f..r/��_4 1.�.l1,.lY�l7�',.v'/:_C�ra.'r,.f�..:�'f.�qi�).�.;f'1 i'VT�+/.�,r,.,°y.y'./r!C,�f.Y./''.Y»v,�s/�a"mr.l'�'.1.•w-:r'�•,,/yy/.rh�.'1IcI,•S�'.,��v,fa%,,.��!i`,.'.•r:i'y(1�•.. i rii.y ./��q I,�`�.`4„+LT/yY%IJYZi.?�y�"ll/f�i/?��%/Y.,S'Y't".H.,�tr.,r,•/i':,��.��%,{'./<rrj��•�'\f.'%,',.r J/ h / /;�.�r/.,'�(V/:,.,,.I"9,y'"sr�a v!y:'�,,9/s�/�4<.,/�,•ti'/�vrr�,%,"'•.i'`FYt►/ui�s7/.�'t�.�FY/.�r/,4 y�/!(y•/�..ns���fs51 jJ1 il��a iIIIIIIIIIiIIIIIIIIIIIII ——zZ_�i ^,'t,'l i(!`,� rn�.<`+^t~a�t/•/•,.r��C�'•'•, -•�rtr.+<r{�o•.r�Y//�f/`',''�/S�.r'ir=,�;;'Y.tyif.btiYi•r;,�,�°'y.�.�3''�y�'i,"'•�✓'�.`t�Jr�•rl%..•�i"ai5`m;%'�'C��1•.'`•ar.;.ai_`•.'r,(j;l°r.'.'%�',.'�v�•,V'r.�•Lt�',y'r�.io,>`•wr'ri,:/i`s'9:.Y'�r(f'f''l !i',ryi.•\.l�,.''Yt,/.�'•<.i�:S`i<�"i.'�;�!*•''.''/.i.di:i//'.,:":/'.>''lr"•.`��•=.ii�':c.r•;r:%�.,�'.;.:,,y•i'`:."�.':'.'r J:•':,r�:tr:L.,,`:,rrti:.:i.<i:—l;:t�•,:;'i�''•:yr'j•?'i'�'�.F,�rysr¢:i/%.•`<:c1./'��t.�.?'a':.:•:`•••,1��^rIt..'�,R;fni�:..y•t+%. :f<..� �/�-a�y.r�$j.',y%,•i%ryrrY''f Vil"r.'�v•i,7\'io.s;'y...•"ti i::•r•G•y•={t•,•t'..'3:t•.``,•',•,sr•''",?�t/'r1,' ::r``,}'ir.�,„"/y.j!;l I•�;���{f.iah.�!y•��z.',r''a'i'=':.`;�';.'f.''.'/�"Yir,y�;i;',,:t`3y•�a_•'l sHb:',`j.�•':>fi,`•t,'•`'tS�.^;.lr.i`.,S°.,%.�'%•;%)'//.•=fi•.:r,/•.r�r",[/:'•r=y.y��,,,'Lt•%�.'"''.••✓i'Tl'�if�''•�.�R:'.`�4/,•ri�tG''/��..jr�•�v•'.,,%y°�'''',i.�J'y•��,.:'r,!�r i:�",iF''�t�pi1��%.'.,•�'.'/,:`,,F./`.+'p�r,q'/l_"•''�y�''`a it''_✓�'",.:�i.'i.I'+s�(IC-:s.%Ss94•=;p:i$Ll..'Z:r�r .,'.``''',rsi..'.,'•d�r.Jt:,•.i':'..:'::�•:'i'••,:r•.'Sr'•/N.._.�-''..;!�7r'Y6���..Y••,,4'�'/�'sr':^IIIIIII.r,Is .'''�I/.r.0/'•'-r.Y"',•R'•t.r;:iIr•smC.o'.g,.:N�_j,/rr7t's�•'/'../� i!'A��H''s'.✓•��•��-��r'�vt/)'l,I IIIIiI I ' i ',I•I1.�'�: �•r�!`X;�i�;y!:�iT_,l'�'./'�G�,'f''.r3�/,'':•v',::i'�5:,:r§,.:ih.�i'•�.',,.'+.r's,y.�_,_;:•r••���%�;✓•rw's^,='.:;�'''.'• ,3•`r•/r.,',t i•�'.•.��,.r,y•�\'i..Y"•V'°,/`.i':t,'/`�'.,revrys:.f.t t.ys:-':.j`e:./'.'<y' •sr,;,,•1'Yt�•�.��,y/;,'�}'• Y;•y..rw!rVi:-,;y`Sf'••~r':t •i�.�:ii;•�./%.�3%/''�••,�.•ri ,���../'fj.`,�:r-•.;r�r�•J f:nti��r/�:{r ��•�.;T%,: ?'rY'J'•'r•+����'✓,„7 f,�y.ray•n'' „.riyrI•i•`'tM'j J4i '��'••.y/«fiY'•y/'va„71rR;,''v.:,!'/,;'•</�i%.,iY.�r(f,/•",rr,•' l y,,1�q��1�•��'`r.•��:y`:a\.^,•,•`.'r•'•����r/�� � •�i;I�l�.i��I I1�l jI IIlI1)II] IIIiIIIIIIIIIII( IIIII ——y�—♦Ozdzmam_yr',f FAX 794-9957�Xi �/7w .9 �w4- 9 9CVIJO•5. 7/_w718”„Q..x 8'TALL.COLUMSI ROOF LINE TO BE REMOVED Z .�JtiLLJ Q All Z RESTAURANT WAIL RESTAURANT WALLco WV ROOF LINEo O /ZO - ' Lu vw­ YA Ew;EXISTING ROOFEXISTING ROOF SLOPED IN SLOPED .. L uj ' A W / LL .fiY 4 ce71 Lu 2 c>]STING FLOOR PLAN PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE<> N.T.S. SCALE <> N.T.S. CIPNTILEVER ol EXISTING ROOF NEW ROOF BEAM AND POST SLOPED SLOPEDNEW ROOF SYSTEM GUTTER II Q EXISITNG 18” 80. x8'TALL COLUMNS RVISIONS EXISTING PAVERS TO REMAIN REPAIR AS REQUIRED 9/29103 MB002.DWG SECTION A I 1 -7 _ __ - - - - - A MAP. SHOWING A BOUNDARY SURVEY OF THOSE LANDS OF SOUTHCOAST CAPITAL PARTNERSHIP, LTD., A FLORIDA CORPORATION LYING IN ATLANTIC BEACH AND NEPTUNE BEACH, DUVAL COUNTY, FLORIDA FOR: SOUTHCOAST CAPITAL PARTNERSHIP, LTD. , A FLORIDA CORPORATION — - - -- �t AHERN STREET (57 ' RIGHT-OF-WAY I I I SYMBOL LEGEND I (E) SET TACK IN DRILL' HOLE DESCRIPTION: ® SET PK NAIL & DISK, L.B. 6888 , _ — — ATLANTIC BEACH PARCEL: ® SET 1/2" IRON PIPE, L.B. 6888 I 1/2" - 0 FOUND IRON PIPE (UNLESS NOTED OTHERWISE) ! (M) �� NO I.D. � WOOD UTILITY POLE I _ (P) THOSE LANDS DESCRIBED AS "PARCEL II" AS SHOWN IN EXHIBIT "A" AS 102.36' 1/2100 00' RECORDED IN OFFICIAL RECORDS 6675 PAGE 283, DUVAL COUNTY� GUY ANCHOR 1 NO I.D. i, _ _ � I , FLORIDA, 1 _ BEING THE SOUTHERLY ' 15' OF LOT 7, ALL OF LOT 8, AND THAT CERTAIN FIRE HYDRANT 1Oo.00, —� _ UNNUMBERED LOT, OR STRIP OF LAND, LYING SOUTH OF LOT 8 BETWEEN wv WATER VALVE ° -E I SAID LOT 8 AND ATLANTIC BOULEVARD, AS RECORDED IN PLAT BOOK 5, GV D4 ® . N 83 23 12 50,(P) - 0.4' I I PAGE 69 OF SAID PUBLIC RECORDS TOGETHER WITH LOTS 1 2 3 4 5 AND 6 VALVE GAS - ! E I ' ATLANTIC BEACH TERRACE, AS RECORDED IN PLAT BOOK 15, PAGE 34, OF M WATER METER Q N I SAID PUBLIC RECORDS, TOGETHER WITH THAT CERTAIN 15 FOOT ALLEY SIGN BOUNDED ON THE NORTH BY THE SOUTH LINE OF LOT 5 AND 6 AND ON ® BRICK COLUMN S I , THE SOUTH BY THE NORTH LINE OF LOTS 1 THROUGH 4. WOOD / METAL COLUMN.' 1 m ❑° WOOD COLUMN I : ' I' I I ® to ,I CONTAINING 0.61 ACRES, MORE OR LESS CATCH BASIN BENCH WOOD POST I I rn ATLANTIC BEACH ' I� RAILROAD IRON GUARD POST I I 01' PLAT BOOK 5, PAGE 69 LIGHT POST ATLANTIC BEACH TERRACE PLAT BOOK 15, PAGE 34...- oo j _ _ _ — —1oo'(P) 'I ' PALM TREE HANDICAP PARKINGrTl E) DRAIN I o " oo j 1 ELECTRICAL OUTLET 1 6 . . . o o I 1 -ou- OVERHEAD UTILITY LINE5 n N I z : _ -w- WOOD FENCE rn -X- CHAINLINK FENCE O n PgPyALT ` I A 6 ^' I 01 T 3 5�RAFFIC CONTROL SIGNAL 1 W 01 O.R.B 6675 PG. 283 I �� 1 1 +/- MORE OR LESS ASP I /�gQ�Nc I O.R.B. OFFICIAL RECORDS BOOK - 1 PG. PAGE II o° 0.6"1 ACRES +/- - ,I b CONCRETE I" 00 I 1 THE FOLLOWING SURVEYS WERE USED AS REFERENCES IN PREPERATION OF THIS SURVEY. ET] ELECTRIC TRANSFORMER I I �� CONC. RAMP j & METAL AWNING- " I . BR/CK _ _ — — I 1) SURVEY BY H.A. DURDEN & ASSOCIATES, FILE No. 7624, DATED: SEPT. 21 , 1978 ' BR/CK STEP CONC. RAMP. PLANTER 100(P) — _ I I 2) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. F246-34-00 16522, DATED: SEPT. 12, 1934 F I o U & METAL.AWN/NG METAL AWN/NG — — _ _ K NAIL o 3) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 59148 F432-114, DATED: MAR. 1 , 1973 0.81No /D' 4) SURVEY BY ELLIS, CURTIS & KOOKER, FILE No. 00-64—B, DATED: 2-4-2000 wesrOF LINE 5) SURVEY BY R. WELLINGTON, DATED: 29 SEPT. 1937 I6 SURVEY BY ELLIS CURTIS & KOOKER FILE No. ON6564 F155-146 DATED: OCT. 16 1924 45.3' rn cn p 1/2" ) o > �77/ j� —® o 7) STATE OF FLORIDA, STATE ROAD DEPARTMENT DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP I -- I (FLORIDA( ) ' 14.5 •, m I L.B. 3080 3j4• I :' �� _ _ _ 7 0 SECTION No. 7210-113, DATED:' 12/11/56 RB'BAR ' °6 " `°� fiFRAME 1—STORY i 1 ' 8) SURVEY BY H.A. .DURDEN, DATED: OCT 27, 1948 so I i 1 1 0.3 FROM END.'" -, 9) SURVEY DURDEN LAND SURVEYORS . FILE No. Q-2672, DATED: AUG. 8, 1997 0 WEST 0.7` _ of CINE ® 100.64 _ OF WALL' " ----------- --------� _I- ._/o , " BRICK WALL �rc .:::.::.:.':: :::: .m ' w ::: /iii /. i, 83°2312 E :.:.:.:.:.:...:.�. :..::.:: n : . - 10) SURVEY BY ELLIS, G:1:IRTIS & KOOKER DATED: JULY 1 , 1913 I P I i 0.4 , N I 1 1) EXPLANATION BY H A'' DURDEN & ASSOCIATES, EXPLAINING RIGHT—OF—WAY PROBLEMS, DATED: NOV. 24, 1971 J 25 O / 0.4 P V, 0.9' 2 ( 12 ATLANTIC BEACH PLAT BOOK 5 PAGE 69 ' P I ) > z5 c ) I I I �' - """""19.7' - 49.6' I 13 NEPTUNE BEACH TERRACE SECTION 2 PLAT BOOK 15 PAGE 44 I I w viii ) , M ' 14) NEPTUNE, PLAT BOOK . 4, PAGE 46 I I I 16 0' 10.7' I �� --_ _ cn . . 1 —STORY_FRAME_—___--_ P- 15) ATLANTIC BEACH TERRACE, PLAT BOOK 15, PAGE 34 - -_ :�: I I I I q 11.3' �� ___ ---- o " I 3 1 ' — --- I ------ ���. 1 a: rn• 1 2 I 1 16.6' icn rrl . . I II I I 25(P) I O.R.B 6675 PG. 283 /J I ... I I 1-STORY-BRICK II II I I I (COMMERCIAL) - N I I I Square Feet +� 8 ®' °° 11 3,465 S q I w I I I RIGHT-OF-WAY AS PER I COULD NOT SET - PLAT BOOK 15, PAGE 34 I (INSIDE BUILDING) z I ' a S 89°27'39" W , I 100.74' I o k/� IR/GHT-OF-WAY AS PER PLOT BOOK B, PAGE 2 ® - 1 0.6' �i �. . 9'2 i AND POST/NG 10/10/1923 1.3' - - - - - - - - - - — S 89°24'50" W 100.17' — — 1`.®--------®---------®---------®--------®---------®---------®--------®---------®----® / cn�� 93.9' ;' THE FOLLOWING TITLE REPORTS PREPARED BY OLD - - - � ' 0.8 0.7' 3s J /�/ REPUBLIC TITLE (ORT) INSURANCE COMPANY WERE USED IN ~ , BR/CK WALK 0.8 41-: PREPARATION OF THIS SURVEY: LOT BRICK WALK ® II UNNUMBERED ® --- ®-- �,0.9' N ® ®----------- I ------- --- X - a ORT No 03103150 DATED: OCT 22, 2003 ORT No. 03103153 DATED: OCT. 22, 2003 : : ... _ " " R/GHT"OF WAYAS"PER � T` /� . . � ORT No. 03103188 DATED: OCT. 22, 2003 ASPHALT PARK/NG . PINT"BOOK"5,- PAGE 69 16 I - I ORT No. 03103191 DATED: OCT. 23, 2003 ✓✓✓ ASPHALT PARK/NG CURBORT No. 03103192 DATED: OCT. 23, 2003 & GUTTER ' ! ORT No. 03103197 DATED: OCT. 23, 2003 ' ORT No. 03103198 DATED: OCT. 23, 2003 N� = ORT No. 0310320 DATED: OCT. 27, 2003 ATLANTIC"BOULL''VARD � -.. j -- ORT No. 03103988 DATED: OCT. 28, 2003 OO ASPHALT PAVEMENT rn .. . . ... •. . ASPHALT PA11EMENT ASPHALT PAVEMENT mz m (R/GHT—OF—WA)- VAR/ES). NOTES: ASPHALT PARK/NG I . ._ BIKE RACK BIKER I ^i BR/CK WALK �, 1 BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT—OF—WAY LINE OF OCEAN BOULEVARD, IN ATLANTIC BEACH, BEING BRICK WALK - ) ' SOUTH 5`54'10" EAST, AND REFER TO SURVEYBY H.A. DURDEN & ASSOCIATES, FILE NUMBER 7624, DATED: SEPT. 21 , 1978. I BR/CK WALK BR/CK WALK � � BR/CK WALK 2) UNDERGROUND IMPROVEMENTS/ENCROACHMENTS, IF ANY, WERE NOT LOCATED BY THIS SURVEY. BR/CK WALK M �o° 3) FOR A LIST OF TITLE REPORTS USED IN THE PREPERATION OF THIS SURVEY SEE THE TABLE AS SHOWN HEREON. - - N 89°27'38" E...: : 201 .1 1 ' — — - - 80 6' �� 4) THE PARCELS SHOWN HEREON LIE IN ZONE 'Y' AS SHOWN ON FLOOD INSURANCE RATE MAPS 120079 0001 D (NEPTUNE BEACH) 0.2'I I INSIDE 0.4' /i ' rn OSI , 0.4' N o\ I AND 120075 0001 D (ATLANTIC BEACH), DATED APRIL 17, 1989. ATM I I INSIDE o) N 1 , (STUCCO) IUNNUMBERED LOT a I9.0' m 1 a I SHEET 1 OF 2 PERPETUAL..EASEMENT"AGREEMENT { ....." PER O.R B. 8701; PG 2009 Z AMENDED IN. O.R.B.8936,."PG -7020 J ' _ SEE SHEET Z o, ', - 5773 NORMANDY BOULEVARD, ! - JACKSONVILLE, FLORIDA 32205 RAULCY I PHONE (904) 786-6400 FAX (904) 786-1479 20 10 0 20 40 _ — _ _~ _ D S RVEYORS LICENSED BUSINESS No. 6888 PABLO FERRARI - SCALE IN FEET " FLORIDA PROFESSIONAL SURVEYOR^AND MAPPER No. 5601 W.O. NO.: 03635 12/18/2003 DRAFTED BY: A.WALLEN 1 = 20' _ NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED W.O. NO.: D-03-635 SEAL of A FLORIDA LICENSED SURVEYOR AND MAPPER CHECKED BY: P. FERRARI CAD FILE: 03635.DWG FB 475 PGs 46-74 I MCCONNELL 4x4 WOOD COLUMNS CUSTOM DESIGN TO BE REMOVED 303 JASMINE Rp. BEAM AND POST ST. AUGUSTINE, 18" SQ. x 8'TALL COLUMNS FLORIDA 32086 I I 904-794-4500 I 18" SQ. x 8' TALL COLUMNS I I FAX 794-9987 ROOF LINE I I I I --- 1 TO BE REMOVED ( I -- -- `'�,%�j V, \ \ JJ � /,�/, � V �`� , �� ✓/ r ` / / ,r•� I /, r� ��' /rte y / ',�' r`r,�� '� •%� ,r / •r � / Z Lu ca RESTAURANT WALL ; ST" , , I RESTAURANT WALL ,/ / •' / r) '' �� I OVk/ ✓ rte/ / I I j O O O (-,^. , � I z ROOF LINE `:>/% W •�� /,, I z � L � I z I � EXISTING ROOF ` >�// r '' / � j <' fr / % ✓\ / EXISTING ROOF SLOPED SLOPED/Al �✓ fr l I �/ / I %\ % / / / / U C / f 9 ` ._ �� '~,.. r �,�:, ^fir •C � ILU _ j "'^ ,� � r .. 7" � �! ^ '•. �' /'lam'`✓/i ��� �/`\'' � ' ,/' �3" r r. - r - - EXISTING FLOOD PLAN _ PROPOSED FLOOR PLAN GRAMMATICAL ILLUSTRATION ONLY GRAMMATICAL ILLUSTRATION ONLY FIELD VERIFY DIMENSIONS FIELD VERIFY DIMENSIONS SCALE <a N.T.S. SCALE <> N,T.S. : t4 CANTILEVER EXISTING ROOF j I l NEW ROOF BEAM AND POST I �'�' - — c� _ SLOPED SLOPED I NEW ROOF SYSTEM I ` GUTTER EXISITNG 18" SQ, x 8'TALL COLUMNS —'— z I (d( I 10 w _ cn (.5 REVISIONS EXISTING PAVERS TO REMAIN - REPAIR AS REQUIRED :L MB002.DWG SECTION i >=X1�TIQtj WALL I 2 I 2 ���Ak o�T �xlhTo, PI-A�rE� 01 I - - - - - - - 2� IZ oz -Vit - 12cPLEX MAILS IVil o,o, EA, Tun14 I LiIJE of vII�T ��Rr, K�INF) I II E�TEµp 4 �TNnS SA. SIDE OF' PPt RVEF-T.o RF-10F, . r-- - 3 o M f , _ liGnL FooTl�� GJL, ovTll�� , ; ___ __ -- �xlyT� �ovTl►��1 �— L _PE O —Fel LIN E -IF ,,HI4 WALL / 2 5 0 Tod - LA f.1 .� � it II� - - E,4 TE�10 I� - I NTo EARTH • ESA, 51p E 0 l'oUR TTP �x1�TI Q4 Go NG. 1,L44 VII . : Fl VAPo(z i3�RR ISR D • , �� �I OfG A � _ 0 _ • . ® � nEIJo rE� l yr PoU�• ��-0�1 MA�, �I o f3 GM�I J I� $EI►JF NOR IZ iJn 1 d AT SAGI 6oNlZ�F, �-- -� nE�eTEe 2 �Udg- �-o HAY � 411 I yZ►I Go�1�R�TE FG = kava >°y D f ATE E L� F� to/lo WWF oPTIoIJAL ��I�T ,4. �lAPof� P�ARRIE � - q�,�°L� 119, i q `z� I I I ► 11 2_�II ���- DETAIL AT EXISTING WALL DETAIL AT NEW WALL RAGTIME TAVERN RETAINING WALL AT SUNKEN FLOOR K. K L , 5/4/8.5 NO $rAT 7F op elk- r` r. ! l �► b 1� I I 2 //2"THICK-2500 PS/ POROUS CONCRETE -/B„o C MP SLOTTED DRAIN 3 6„ 3 6 GRADES AS SHOWN ON PLAN CONC. WALL 3% SLOPE= 3% SLOPE y � i n PROJECT QA LOCAT/ON �I O / 9 „ 5 - /"o( HOLESZ /'CENTERS (OR SLOTS) y TO BE DONE AT FACTORY PR/OR TO /NSTALLAT/ON Q .,: y g . . //2" /"GRAVEL BED o ATLANTIC BOULEVARD COMPACTED BACKFILL N I' o TYPICAL CROSS-SECTION THRU DRAIN NOT TO SCALE y 5o'- /8,0 CMP WITH GRATE EX/ST/NG ASPHALT PAVEMENT (AASHTD M-36)SLOTTED DRAIN To BE roRN tip a RiuovED - - - - -- — -- - --_ iy/TH-1."o HOLES OR SLOTS ON AND REPLACED WITH 2500 PSI. BOTTOM HALF OF PIPE(SEE 2I/2"TH/CK POROUS CONCRETE TYPICAL CROSS-SEC770N) TO PROPOSED GRADES SHOWN EXIST/NG FENCE TO REMAIN 8.7 8.6 $11 e.8 X12 WOODEN FENCE TO BE REMOVED 8.6 10 g A 0 A 1 111111111111111 11 11114 111 BOTH ENDS OF PIPE'-1 1 8.7 TO BE COVERED WITH SUMP MEDIUM WEIGHT F/LTEJP S'� METER � f✓ FABRIC n� N" 111"' 8.6 7 777_77777 77 77 EX/ST/NG BU/LD/NG NOTE: ELEVATIONS TAKEN FROM FIN/SHED FLOOR OF BL DG. ASSUMED ELEV. 9.00 LEGEND A T EX/ST/NG SPOT ELEVAT/ON 8.5 PROPOSED SPOT EL EVAT/ON „ „ ^ FLOW DIRECT/ON p V E D SCA L E: //4 = / -O R P CISY 0 RT.tANTtC BEACH 13uli-D C OFFICS S/ TE FLAN By FOR THF RAG TIME TA VERN- i REVISIONS BY EXISTING 18"x18" BRICK INSTALL .2"x10" SYP No.2 BLOCKING COLUMNS TO REMAIN "AS—IS" j AS REQUIRED IN—BETWEEN NEW RAFTERS (TYPICAL 3 LOCATIONS) /2" CDX PLYWOOD SHEATHING, FASTEN '; 2"x10" SYP No.2 RAFTERS @ 24" O.C. 9" MIN. (MATCH EXISTING SIZE AND SPACING). W/ 8d COMMON WIRE NAILS, ® 4" O.C. REMOVE EXISTING FASCIA AND BLOCKING AS 2 FASTEN TO EXISTING DBL TOP PLATE REQUIRED TO INSTALL NEW "SISTERED" RAFTERS LAP S-1 w/ 3pcs 12d TOE—NAILS NAILS ON ONE EDGE AND 4" O.C. FIELD SIDE OF RAFTER 12 2"x10" P.T. SYP No.2 SUB FASCIA. / MATCH EXISTING FASTEN TO EACH RAFTER w/ » i 5-12d COMMON WIRE NAILS 11 —0 6'-0 12"x12" CMU PIER w/ 2—#5 VERTICAL o (TYPICAL 3 LOCATIONS) EXISTING RAFTERS FINISHED CEILING OVER 7/16" OSB 6"x12" P.T. SYP No.2 2 cs SIMPSON MTS12 SPLICE NEW RAFTER TO CEILING DIAPHRAGM. FASTEN w/ ROOF SUPPORT BEAM P TWISTED STRAPS ,,�� II / 8d COMMON WIRE NAILS 0 6 O.C. o Z �/ ,� / �/ 2 x10 P.T. SYP No.2 SUBI, FASCIA. EXISTING RAFTER w/ 8-12d . / / COMMON WIRE NAILS EDGES AND 6 O.C. FIELD o FASTEN TO EACH RAFTER w/ r j 5-12d COMMON WIRE NAILS ADD 1 pc SIMPSON A35 CLIP 1 pc SIMPSON CCQ66SDS2.5 COLUMN N AT EACH NEW RAFTER. FASTEN i% CAP w/ 16pcs /4 0x2 /2 SDS z w/ 6-10dx11/2" NAILS INTO 1 » P w SCREWS INTO THE BEAM AND 14 cs RAFTER AND 5— 8x21 " PAN /4 0x21/2 SDS SCREWS INTO THE ^w Q # /4 6"x6" POST 6x6 P.T. SYP No.2. POST W /rj EXISTING rl'. f, x HEAD SCREWS INTO EXISTING z w o %STRUCTURES /! / I " DOUBLE TOP PLATE w J / /� / �' 3 -6 x3 -6 x2 -0 d Q JzwN LIJ CONCRETE FOOTING w/ `.� > _ 4—#5x3'-0" EACH WAY EXISTING TIMBER—/ %r a Q (TYPICAL 3 LOCATIONS) FRAMED WALL /'`, Li U o °w° z rXww Lu ,� W cin (j) _I_I a_ r!/ w ° b:j� z f �-- � _-� S-1 1 pc EMBEDDED POST BASE SIMPSON O rn oN w J CBSQ66—SDS2 w 14 cs 1 1 : Y J � / P /4 Ox2 /2 U / �/ •' ' N I I �,; EX STING BRICK VENEER' SDS SCREWS INTO THE 6"x6" POST o z _ FR4M[-_74 0 OVER _DWALL NG TIMBER = v / Q WASH w r,� ,� 12"x12" CMU PIER w/ BRICK VENEER WRAPPED AROUND S-1 II i 2—#5 VERTICAL DOWELS 12"x12" CMU PIER 04 n N EXISTING CONCRETE 1f I 2—#5 VERTICAL DOWELS w/ SLAB ON GRADE ,� q STANDARD 90 BEND INTO EXISTING BRICK PAVERS S_1 FOUNDATION / / r r-——j-I•——, x x x x rl IN. 0 ------ REMOVE AND REPLACE EXISTING BRICK PAVERS AS REQUIRED TO o �. INSTALL NEW CONCRETE FOOTINGS , . EXISTING 8" CMU STEM WALL r AND 12" CMU COLUMNS • • • ' 3'-6"x3'-6"x2'-0"d e CONCRETE FOOTING w ,..� EXISTING FOOTING i� / a_ 4—#5x3'—O" EACH WAY TYPICAL 3 LOCATIONS i 3 CLEAR = ( ) J TYPICAL WALL SECTION AT REAR COVERED PATIO 3'-6"x:`-6" O O U 0 0 ROOF FRAMING PLAN AT REAR COVERED PATIO t 1WALL SECTION , TYPICAL - o - -- - S-1 SCALE: 3/4» = 1'-0" 0 w 0 w SCALE: 1/4 = 1,-0" l z W v w m Z w Z Q � � APPROVED Q CITY Or AiLAiyi,jc BEACH BUILDING OFFICE w APR 2 6 2004 o ADD 1 pc SIMPSON A35 NEW 2"x10" SYP No.2 RAFTER Z �— CLIP AT EACH NEW @ 24" O.C. "SISTERED" TO 6"x6" P.T. SYP � RAFTER. FASTEN w/ EXISTING 2"x10" RAFTER w/ No.2 POST 6-10dx11/2" NAILS INTO 8-12d COMMON WIRE NAILS 6"x12" P.T. SYP No.2 6"x6" P.T. SYP No.2 POST Q Q RAFTER AND 5—#8x21/4" EXISTING 2"x10" RAFTER ADD 1 pc SIMPSON A35 ROOF HEADER BEAM PAN HEAD SCREWS INTO CLIP AT EACH NEW EXISTING DOUBLE TOP PLATE RAFTER. FASTEN w/ 6-10dx11/2" NAILS INTO EXISTING 2x10 RAFTER EXISTING BRICK PAVERS 1 pc SIMPSON CBSQ66—SDS2 EMBEDDED POST BASE RAFTER AND 5—#8x21/4" 0 PAN HEAD SCREWS INTO 12" CMU PIER w/ EXISTING DOUBLE TOP PLATE i 2--#5 VERTICAL m a O / z DOWELS m • a a — °. a 8 MIN. ry m a a e REMOVE AND REPLACE . . .— - " BRICK VENEER o a a EXISTING BRICK PAVERS °aa m AS REQUIRED TO INSTALL o NEW CONCRETE FOOTINGS ° AND 12" CMU COLUMNS N ¢ ° w a ° . EXISTING DOUBLE I II I cv ° •.a' •. a �p '• .' a . • 3'-6"x3'-6"x2'-0"d EXISTING DOUBLE TOP PLATE : ' , • ,: . a y ,, . :, ;� CONCRETE FOOTING w/ d I• y I • r n TOP PLATE NEW 2"x10'' DRAWN SYP No.2 RAFTER P�l4—#5x3 —0 EACH WAY, MLC ® 24" O.C.' "SISTERED" TO I TOP AND BOTTOM ' 6"x6" P.T. SYP 3" CLEAR CHECKED EXISTING 2"x10" RAFTER w/ :. ' '``� No.2 POST (TYPICAL 3 LOCATIONS) CCK EXISTING STUDS 8-12d COMMON WIRE NAILS 3'-6"x3'-6" DATE 04/02/04 12 CMU PIER CBSQ66-SDS2 CCQ66-SDS2.5 ALTERNATE POST FOOTING SCALE RAFTER SPLICE DETAIL RAFTER SPLICE DETAIL-PLAN VIEW „ „ I'llAS NOTED COLUMN CAP (NO 12 x12 CMU PI ERS , �1�1114f,,,, , JOB NO. E04-026 SECTION SECTION SECTION DETAIL SECTION - •"• 9/ 'A- 2 3 4 5 6 � �sf� �T, %,, ; SHEET S-1 SCALE: 11/2 = 1 —0 S-1 SCALE: 1 /2 = 1 —0 S-1 SCALE: 1 /2 = 1 —0 S-1 SCALE: 11/2 10-011 ��-1 SCALE: 1 /2 = l'—0 it r i }• H i y' Q �.` oil ell SHEET OF rQiJUkAill ,, .. 1 2 o �- - i REVISIONS BY BOUNDARY of ROOF UPLIFT CONN E:CTOR SCHEDULE STRUCTURAL NOTES: SHEATHING OR CEILING , , , , . , • , _ DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE DIAPHRAGM MEMBER SUPPORT SIMPSON CONNECTOR 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE DEBRIS PLYWOOD EXAMPLE OF REGION. DESIGNED AS "PARTIALLY ENCLOSED." PANEL (=DGE NEW CONVENTIONAL ROOF FRAMING: • / BLOCKING 1. LIVE LOADS w NEW SHED RAFTER: 6"x12" HEADER .BEAM (2)MTS12 WHERE REQUIRED UNIFORM LIVE LOADS BY SCHEDULE ROOF • • • • NEW SHED RAFTER: EXISTING DEL TOP PLATE (1)A35 20 PSF OR NOTES . .. .. . . .. . . .'. NAIL SPACING AT , , 2. BASIC WIND SPEED 120 MPH SUPPORTED EDGES, , , NEW SHED RAFTER: EXISTING RAFTER SPLICE w/ 8-12d NAILS IMPORTANCE FACTOR 1.0 SEE NOTES OR SCHEDULE , , EXPOSURE • 6"x12" HEADER BEAM: 6"x6" POST (1)CCQ66—SDS2.5 COLUMN CAP MEAN ROOF HEIGHT 15.0 FT. EXAMPLE OF UNSUPPORTED —\* ROOF PITCH 1/12 (4.8 DEGREES) (UNBLOCKED) PANEL EDGE. . . 6"x6" POST 12"x12" CMIJ PIER (1)CBSQ66—SDS2 EMBEDDED POST ( BASE INTERNAL PRESSURE COEFICIENT PARTIALLY ENCLOSED„ +0.55/-0.55 UNSUPPORTED PANEL EDGE IS TYPICAL CONDITION UNLESS BLOCKING IS 3. ALLOWABLE UNIT STRESSES: A) CONCRETE — DESIGN AS PER ACI 318 LATEST EDITION REQ'D BY SCHEDULE NOTES: CONVENTIONAL FOUNDATIONS f'c = 3000 PSI OR NOTES 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. ROOF RAFTERS 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI NAILING TO 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: INTERMEDIATE — B) REINFORCING STEEL — ASTM A615 GRADE 60 Z SUPPORT IS 6 MTS12 14 1Odx1 /2 NAILS ry w O.C. MAX. UON A35 6-8dx11/2” NAILS AND 5—#8x21/4" PAN HEAD SCREWS C) WELDED WIRE FABRIC — ASTM A185 _w o NAILING PATTERN FOR SHEATHING CCQ66—SDS2.5 1 s- 4„ x21/ „ SDS SCREWS INTO BEAM AND = z w o D SOIL BEARING DESIGN 500 PSF ~ w D 14— /4 4x2 SDS SCREWS INTO POST ) ( MAX.)) ON ROOF AND CEILING DIAPHRAGM CBSQ66-SDS2 14-1/4"0x21 " SDS SCREWS INTO POST Q Zw -I w N 00 E) CONCRETE MASONRY — DESIGN PER ACI 530 CURRENT EDITION � Q 0 COMPRESSIVE STRENGTH fm = 1500 PSI U a w 1 DETAIL Jm o DESIGN UPLIFT WIND PRESSURES FOR ELEVATED F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 of w J w S-3 SCALE: NTS ROOF COMPONENTS AND CLADDING (PSF) OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE W cn cn _j a, AREA WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION = 005; � 1 Osf 20sf 50sf BY AMERICAN FOREST & PAPER ASSOCIATION. n- z z o UPLIFT SUCTION SUCTION SUCTION 00 _ Y 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER � cn Q —47.0 —46,8 —46.6 FOR REINFORCING SHALL BE AS FOLLOWS: _ Z0 7) CONVENTIONAL FOOTINGS 3" = v 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE U TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD j SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: CONCRETE 40 BAR DIAMETERS MASONRY 48 BAR DIAMETERS 7. ALL LOAD BEARING EXTERIOR 12"x12" MASONRY COLUMNS SHALL BE COMPOSED OF ASTM C90, 'GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. FILL ALL CELLS SOLID WITH CONCRETE GROUT. Cn —� Z 8. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR '— UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. Q j _ 9. PROVIDE ALL TEMh�ORARY BRACING, SHORING, GUYING OR OTHERLjj MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. D 10. VERIFY ALL DIMEN TIONS WITH ARCHITECTURAL DRAWINGS. 0 0 PROJECT SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING O Q LOCATION DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Z o SHOWN ON STRUCTURAL DRAWINGS. Q 0 J 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, _ PROCEDURES, OR SEQUENCES;, FOR THE ACTS OR OMISSIONS OF THE V) W Q CONTRACTOR, OR ANY OTHERPERSONS PERFORMING THE WORK OR FOR W w THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN 00 ACCORDANCE WITH THE CONTRACT DOCUMENTS. 0 Lu z Wind Zone Ma w � P = w cn I- cJ r nw V w ry F- 0 z i I i I i I DRAWN MLC CHECKED CCK 0TE 4%02/04 SCALE ` 3 a AS NOTED `1�tN� �Nbr�r t,<1 JOB N0. r ��` ,•'� �e�p C 'r•, `�' :-_ E04-026 ,�.♦\4%(�4'.,.,...,, ,h '�,. SHEET _ IV • f F •' f . • \` `} t ' i' ' it u{„4;: •/ tip' ��* SHEET 2 OF 2 ecvM�ow� By I PJ • 'v?/ V i _ \ IIF -- ' rcti Cm7191 • I y 4'�r: � N,,i? �:^="c,rti�L'� I ee�lt.!✓k � I r. --_ _--_—_ ___ --_ _—_— I ��017 O�i/1C/t /T}lf+'y�- I` .TI'�ihl i i�K'( 7GNy�• I r.NA+ I I �,% - A 1tl ISW e m ✓tet i 0 ----- n N G riG.lJ✓v�J � '-- - r' I V s; I I J -Al DME,1 >94? r ' \-*�• v,.lcivny -+r � arleLveh I � i�n►'ve � ;ils+cw ; � . ji I i I vicK•ur i --r ply I i I j ( . � CEtII�10rlEU Cv� ` i � T P �•--- - III I �, I — ------- --- ;-_�_--� \ \ Q `� � � II rt --- -- -- MEZZANINE l 1 f so �, ' t' �V, I . —_— '__ 1 - i CITYA P P R O V EJDuN - Q cPl SECTION I _ MAIN . FLOOR : . _ - � -- - - " E -- - ). -. Y-- SCALE ., JW NO F . 1 SHEET OF SHEETS `w .. taane { i I e c • /) I � / 21 to i 1 - f � 1 �_.,- ' �iiV�l � ; � _.- _� /� 1. I \� :'^'.T r1:� •�Gc-ao[ir�`i Gc���c. __— --- —_---._— x1 a 3a I, y !f b <_' o G \ 1 � enc Ida o Fa \C 1 _ C QmQ 10 rL.4r�T is ICA Q �.11 rl✓W. AP PRA UN CEBFACH BUILDING OFFICE • �� / �eeworen n: /� ���o DewwN er (� i • scare:�'2 s- 'o? L` II,L'( I [�Z!_ L.f�,Q. Do,tem pi D14w111D wV�DL1 1,C- ,! �Ld . y1 � o Emsvase•lG�.C_.'CG-VR A• S: '•s�[ n.-.t•• •' snr�'t 1 r MCf5 i t i FC ,: SLOPE i �C 2 FILTER t ��. OVED CRY I ARTLMM FC I i I KBUILDING OFFIC[� MAY O1 WATER %ILTER � 1 -- �1 12 - - - - - - it H! T9 AI:V LUGER I MASH• � 1� Fa CONTROL PANEL ;•, O \ ' ,JF.D. ABCVE DIVERTER ANT ' t 2 SEk tCE i i1114Sf1 � _ i ,. 27 -BREWER, Y- 10 a M SINX 3-FO, (I C)CLEFQ 2- S INKS C[>oLE.R l I- FILTER BACK cR BREWER CONNECTION BAR 1T4 I li I ®FD F4 ` 5L i -BAR- WH 2 -F,D. - t G 2 - SINKS I - ELA 'S WASHER hlk ' I- BEER DRAIN i WAIT LTATI'N I- SINK -a- maa CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRESS o'lo� Ar`i4�-/T�e BLED RE# 1 '12 531 -ocoo OTHER INFORMATION