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Plans 1890 Mealy St (vault) MAP SHOWING BOUNDARY SURVEY OF PARCEL B A PORTION OF GOVERNMENT LOT 4, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND IPEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCLE AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 4; THENCE SOUTH 01° 19' 00" LEAST, ALONG THE EAST LINE OF SAID GOVERNMENT LOT 4, 360.00 FEET; THENCE SOUTH 880 40' 00" WEST, 566.82 FEET TO A POINT LYING ON THE INTERSECTION OF THE WEISTERLY RIGHT-OF-WAY LINE OF MEALY STREET (A 50 FOOT RIGHT-OF-WAY AS NOW ESTINBLISHED) WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF STEWART STREET (A 50 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED) ; THENCE CONTINUE SOUTH 880 40' 00" WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 102.46 FEET; THENCE SOUTH 01° 06' 56" LEAST, 93.74 FEET TO THE POINT OF BEGINNING; THENCE NORTH 880 51' 30" EAST, 81.•35 FEET; THENCE NORTH 601 10' 57" EAST, 80.25 FEET TO A POINT LYING ON THE AFOREMENTIONED WESTERLY RIGHT-OF-WAY LINE OF MEAL u G q STREET, SAID POINT LYING OE ANDCALONGURVELSAAIIDNWESTERLYERIGHTTOFTWA`1CLINE, BBEIPt E`�.+t FIV& AROUND THE ARC OF SAID CUIRV CONCAVE NORTHEASTERLY AND) HAVING A RADIUS OF 75.00 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARiING AND DISTANCE OF SOUTH 64° 53' 3G" EAST, 33.50 zFP 1 Q 2000 FEET TO THE POINT OF REVEle§E CURVATURE OF A CURVE LEADING TO THE RIGHT; THENCE U ALONG AND AROUND THE ARC- OF SAID CURVE AND CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE, BEING �{ONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 25.0Q^ ,`Y of Atlantic Bea,, FEET, SAID ARC BEING SUBTSTNDED BY A CHORD BEARING A14-D DISTANCE OF SOUTH 37°': 18' 15" EAST, 30.95 FEET TACO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH Pw1i'dI g and ZonlrC,, 010 05' 44" EAST CONTINUTtNGALONG SAID WESTERLY RIGHT-OF-WAY LINE, 170.04 FEET; THENCE SOUTH 880 514' 16" WEST, 200.00 FEET; THENCE NORTH 011 06' 5G" WEST, 171.82 FEET TO THE PtQ INT OF BEGINNING. 2-12 t. tv' - K. ii< ( (r� 00 0 v �f � . o� -7¢... o. L c�l0 Off ' S'(o f Z -7t. �g , J� �� THE FL ZONE� DATA DENOTEO HEREON IS E �r���f��J�l SIIOWN AS A COURTESY ONLY AND DOES NOT CONSTIIU]E A C£R1IFICATION OF THE SAME. CERTIFIED FOR NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON 17-(�- LINE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE µg THIN FLOOD HAZARD ZONE T` AS SCALED FROM FLOOD INSURANCE RA TE MAP FOR THE CITY OF,!9�1--rL-- FLORIDA, DA TED 4--e-7-e,? TRI—STATE LAND S UR VE FORS, INC. 8411 BA YMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND I HEREBY CERTIFY THAT THE ABOVE LLANDS WERE SURVEYED UNDER MY ■ CONC. MON RESPONSIBLE SUPERVISION AND DIRE6TION, THAT THERE ARE NO ` �l • IROV CDR. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN (.SET WITH CAP /LS 4144) HEREON MEETS ME MINIMUM TECHNICAL STANDARDS SET FORTH BY THE -x- FENCE FLORIDA STATE BOARD OF PROFESS16q'NAL SURVEYORS AND MAPPERS 0 IRON CAR. (FOUND) PURSUANT TO SECTION 472.027, FLORIDA STATUTES. ® GROSS CUT B.R.L BUILDING RES MICTION UNE LARDY.G'..--EGD?; P.L.S. No. 4144 ESM 7 EASEMENT r, , R/W RIGH T-OF-WAY SCALE.' COV. COVERED AREA CENTERLINE �/'-, A/C AIR CONDITIONING PAD �i R CIlf 72 n'VEYOR N MAPPER, (R) RADIAL DJSTAI JCE DA T E.' 9 -(� S TA l'� �F ORI DA �� 0 CONCRETE B. n 7- PC. ORDER NO. U I DLtLL DL 41L wL WL WL i 80-4 OUT/OUT OF CONCRETE ( 20-2 20-0 20-0 20-2 5.0 K 5.0; K 10-0 K 10.0 K M Y Y Y O cA } 4 4 0 o O o ZN 2 \� m r DL+LL DL+WL I o t N CA N d- { a d COL. ]LINES USED 2 - 4IV ly v REACTIION SCHEMATICS 0 K 4 Y } Y HifJ= �O� \/W= 14'- 4 o 'XI�3R� REACTOt�S ( I I END "POST REACTIONS I U � Z r o U 0 I I D 0 o1 I 1 0 ( BASE TRIM N � N 0 � Q `- O 1 - A,ODN 3 _. .,_.. 1 N Nr END POST BASE TRIM 2- FOR 3/4" H 8 UNDER; I I 1 13" FOR 7/8" 0 I © 6 OVER I 4a c oa a,' a bi 1� �bC• . a11 4•b� a p' >•Ibe• 1 N ANCHOR BOLT N 2 z _ 16 I RIGID FRAME '- S w "A" 4 2 4 4 6 TYPICAL SECTIONS BASE TRIM - OUT OF STEEL 2 FOR 3/4"H e NDER ANCHOR BOLT PLAN 3" FOR 1/z-e x o'-9" BOLTS 3' FOR 7/8"0 D C W/1" PROJECTION 8 OVER NOTE: SEE DETAIL D FOR ANCHOR BOLT SETTING O1 6yj p4 od:9' FOR (2 ) to'-oX /•fl'- O FIELD LOCATED C•io•IL A FRAMED OPENING(S) . 1 tfa ORIENTATION _t1 v4 N 11+0 MIN. 1'-0 MIN. n ANCHOR BOLT DESIGN OF ANCHOR BOLTS IS BASED ON THE FOLLOWING 986 2 If1� ALLOWABLE STRENGTH VALUES= A.B .S.I . IS FURNISHING STA14DARE veR1Es Fc - 3,000 PSI a 28 DAYS CONCRETE ANCHOR BOLT -FRAMED OPENING WiDT 331330 VIN J A =36,000 PSI ANCHOR BOLTS ❑1 ANCHOR BOLT SETTING HOFl38 OIlNd f1V �0 A110 Fr - FRAMED OPENING D 3 /�O 2� cid d RIGID FRAME ` SIN TYPICAL SECTIONS REFERENCE NOTE: .r� ANCHOR MADE CHK 1 . REACTIONS ARE ROUNDED VALUES EXPRESSED `�;� _ _ ANCHOR 5OLT SCHEDULE BOLT DETAIL N0 REVISION BY BY DATE- 1 . BUILDING SYSTEMS , INC . IN KIPS(1000 POUNDS) METRAL BUILDING SYSTEMS, THROUGH THE COLUMN REACTIONS, IMPOSE Z. REACTIONS SHOWN MUST BE SATISFIED BY APPROPRIATE 90T1t}{ HORIZONTAL AND VERTICAL LOADS ON THE FOUNDATIONS. IT IS THE _� 1:_,q�`- '-- SYMBOL QUAYNTITY SIZE LENGTH A B C PROJ ANCHOR BOLT SETTING PLAN FOUNDATION DESIGN. RE%PONSIBILITY OF THE OWNER THROUGH HIS PROJECT DESIGN PROFESSIONAL 3. ATLANTIC DOES NOT FURNISH SHEAR ANGLES, HOOK BARS, TO (CONTRACT WITH A PROFESSIONAL ENGINEER TO INSURE THAT ADEQUATE Iii DB m 1-6 4 1-2 2 2 C 20 L 50 14 X BO TIE RODS, OR OTHER FOUNDATION MATERIALS OR LABOR. PRft ISIONS ARE MADE FOR ANCHOR BOLT ANCHORAGE, BEARING ANGLES, TIE - _ A 1 7 FRED CARLSON R CO. CONTRACTING ROIs; AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE CONCRI.TE FOUNDATION, _ - - ^ �} iii 04 0 1-I1 5 1-6 21 2 ATLANTIC BEACH, FL. THIZ FOUNDATION DESIGN FOR LOADS IMPOSED BY THE METAL BUILDING SYSTEM, e OT1�R IMPOSED LOADS, THE BEARING CAPACITY OF THE SOIL AND OTHER - - + 02 m 0-9- 3 0-6 2 ! SCALE-NONE IDRAWN TOM JOB NO. SHT. REV. COKDITIONS OF THE BUILDING SITE. ' CHECKED 11-17709 1 m T. DESIGN= REB DATE - •$(o i 1 I OL+LL DL I J WL WL WL WL 80-4 OUVOUT OF CONCRETE 20=2 20-0 20-0 20-2 8 5.0 K` . K 1 0-0 K Y 10.0 K 4 4 4 Z a o 0 0 m m f+—►1 2 2 I 2 1 I �� m m m =�— — —�O DL+LL DL+WL t N a } COL. LINES USED 2 - REACTION SCHEMATICS I o I I � 3.0 K �c Y Y N In -D N� _T --� 'X'�R REACTiOt�S 1 I 4 END POST REACTIONS W z u CL z 0 uo � o BASE TRIM j 0 0 1 I o I N F- =1 =1 & 0 \ O co t N N I I I N i END POST BASE TRIM 2" FOR 3/4" E 0 3"UFURR7/ B" 0 e a a a a•o a' y . 8 OVER 1 d •d•vi .Q•e•d4 p c•Ib t,. t N ANCHOR BOLT N 2 16 I RIGID FRAME — S w 4 2 4 2 4 I• I TYPICAL SECTIONS BASE TRIM I 2" FOR 3/4'0 OUT OF STEEL Ee 8 UNDER B ANCHOR BOLT PLAN 1/2"e x o'-9" BOLTS p 1 gEAC 3' FOR 7/8"0 ii/1" PROJECTION D C NOTE: SEE DETAIL[ FOR ANCHOR BOLT SETTING m Pp4om.N O'V5 a,v 4 .o,pb, 8 OVER FOR (2 ) io'-oX /a'- O FIELD LOCATED C�� 'o TAG p•4o•1L ' A FRAMED OPENING(S) . g 6 _. 1 1/4 1 I/4 f7 19� ORIENTATION t•-o MIN. (> DESIGN OF ANCHOR BOLTS IS BASED ON THE FOLLOWING t -o nlw. ,�� ANCHOR BOLT I, ALLOWABLE STRENGTH VALUES= A.13 .S .I IS FURNISHING STANDARC °eRles J, FI - 3,D00 PSI a 2a DAYS CONCRETE ANCHOR BOLT PLAN-WIDEN OR LENGTHEN CONCRETE AS DESIRED. -FRAMED OPENING w l DT FRAMED OPENING Fr =36,000 PSI ANCHOR BOLTSTYPICAL RIGID FRAME S�GtI ANCHOR BOLT SETTING TYP I CAL SECTI DNS REFERENCE NOTE: T AN-HOR BOLT SCHEDULE BOLTNCDETAILONO REVISION MADE EbY DATE ATLANTIC BUILDING SYSTEMS , INC . 1 . REACTIONS ARE ROUNDED VALUES EXPRESSED e` IN KIPS(1000 POUNDS) METAL BUILDING SYSTEMS, THROUGH THE COLUMN REACTIONS, IMPOSE 2. REACTIONS SHOWN MUST BE SATISFIED BY APPROPRIATE BOTH HORIZONTAL AND VERTICAL LOADS ON THE FOUNDATIONS. IT IS THE SYML80L QUANTITY SIZE LENGTH A B C PROJ ANCHOR BOLT SETTING PLAN FOUNDATION DESIGN. RESPONSIBILITY OF THE OWNER THROUGH HIS PROJECT DESIGN PROFESSIONAL = �� 3. ATLANTIC DOES NOT FURNISH SHEAR ANGLES, HOOK BARS, TO CONTRACT WITH A PROFESSIONAL ENGINEER TO INSURE THAT ADEQUATE - 16 OB 0 1-6 4 1-2 2 2 C 20 Lek 50 14 X 80 TIE RODS, OR OTHER FOUNDATION MATERIALS OR LABOR. PROVISIONS ARE MADE FOR ANCHOR BOLT ANCHORAGE, BEARING ANGLES, TIE A �~ FRED CARLSON 8 CO. CONTRACTING RODS, AND OTHER ASSOCIATED ITEMS EMBEDDED IN THE CONCRETE FOUNDATION, - 12 0+ @ 1-11 5 1-6 22 2 ATLANTIC BEACH, FL. THE FOUNDATION DESIGN FOR LOADS IMPOSED BY THE METAL BUILDING SYSTEM, _ _ OTHER IMPOSED LOADS, THE BEARING CAPACITY OF THE SOIL AND OTHER _ = S 02' o 0-9; 3 0-6 2 B SCALE-NONE DRAWN TOM JDB N0. SHT. REV. CONDITIONS OF THE BUILDING SITE. CHECKED 11-!7709 1 DESIGN: REB DATE - •$Co I JUR,18 WE',