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Mayport Road 2405 HANDICAP POWER 'y �p / ,GUY ANCHORS 9 6 h ti RAMP �:'` � � POLE F NqI1 /2" 1. P. . 1048 PLOEPL I I I MAP SHOWING SURVEY of I A PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL `;fig; ' I I I Nfl I COUNTY', FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 14 6 o ' EASEMENT I FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF FIARWA'Y VILLAS, AS RECORDED IN PLAT BOOK 39, PAGES 22 AND 22A, OF I 10 7D I I THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 010 42 ' 10" WEST ALONG THE EASTERLY RIGHT--OF--WAY LINE OF MAYPORT ROAD I (STATE ROAD A--1--A, A 100 FOOT RIGHT--OF—WAY AS NOW ESTABLISHED), A 13 12 I ��- DISTANCE OF 1310.37 FEET TO THE POINT OF BEGINNING; THENCE FND. I/2" ►. P. V CONTINUE NOR'T'H OZ ° 42 ' 10" WEST, AND ALONG SAID EASTERLY RIGHT-- No. 1048 OF--WA)t LINE, A DISTANCE OF 30.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 5679.58 N. 880 1 7 ' 5 O" E. 2 4 O.0 0' wEI R FEET; 'THENCE NORTHERLY ALONG THE ARC OE' SAID CURVE AND ALONG SAID CTUR 19 0.�0o I. P to I. P. SET 1/2' I.P. EASTEf�tLY RIGHT OF- WAY LINE;, A DISTANCE OF 216.27 FEET, MAKING A I No, 3672 CENTRAL ANGLE OF 020 10' 54", AND HAVING A CHORD BEARING OF NORTH 000 36i' 43" WEST' AND A CHORD DISTANCE OF 216.26 FEET; THENCE NORTH 880 17 ' 50" FAST, A DISTANCE OF 240.00 FEET; THENCE; SOUTH 1 1 230 09 ' 59" EAST, A DISTANCE OF 264.57 FEET; THENCE SOUTH 88° 17 ' I I 50" WF„S7', A DISTANCE OF 340.93 FEET TO THE POINT OF BEGINNING, I CONTAINING 71 , 730 SQUARE FEET, OR, 1 . 647 ACRES, MORE OR LESS. N U- CONC. LIGH T N F, POLq ro t>� o cD O � t9 O \ ON Z U z Ll L0 WN (n N W a O I O O ~ � . - N a O � � z ❑ -tn o G) 0 \ �? o , h y o 6 � 01 NOTES J cr \\ 1) THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 3 a 10 �'' \ 2 )BEARINGS BASED ON FLORIDA DEPARTMENT OF TRANSPORTATION DATUM FOR MAYPORT ROAD (S.R. Q w N A--1--A) . a ; x 12 3 ) BENCHMARK US8D IS AN "X” CUT IN CONCRETE ° _ HEADWALL 25 ' EAST OF EDGE OF PAVEMENT AND a 13 376 ' SOUTH OF CENTERLINE INTERSECTION OF Q h � I ul MAYPORT ROAD WITH S. R. A-•1--A. � N ~ 4� 4) UNDERGROUND UTILITIES TAKEN FROM CI'T'Y OF L ATLANTIC BEACH "AS BllILTS" . w GUY F ANCHO a CONC. I F N D_ 1/2" I. P. (f)--PC. G'^ LPOLE I PO — No. 3295 0 o 14 OCQ 6 I \ 6 POINT OF BEGINNING \ Fv 5� ��� �0 bop'b a Z / ry h (3 0 0. 0 0 1.P. to I. R ) y o t t W.V. �L�4 \p 8 S 7' S O" W. \� o C+_. �. .,, .*y \ry• `ry I f FNU. 1/2 1.P. a• vAwE S. I �a FND. 1/2 I. P 34 0.93 ' o \6 No. 2 5 - No. 3 2 9 5 6 /i{ ANCHORS ri � w l G a It j ry f 9 p tip CONC. _ \. \ ❑PPOOVLEEI�c' FIRE \ \tiro r ti \p1 HYD �� X r•.�1 5 4 WATER VAL� a Y �y} ASPHALT r. t ri � p O OQ co,.: j I HEREBY CER'I'II'•'Y 'ID 'ITIS I{ASKELL COMPANY rD{AT M 2p�. Z HAVFa SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION AND `IF{A`I' TIIIS MAP .CS A TRUE AND CORRECT ti 2 30� REPRESEN'I'ATION OF' Tf1AT SURVEY AND TLfNl' 'TILE SURVEY REPRESEN'T'ED {{I;RF,ON MtiE.['S `I'fIF; MINIMUM -+-- 35' E EMENT 'T'ECHNICAL, STANDARDS OF 'IIIF: FLORIDA AT]M.INIS`I'I2A- TIVE CODE CHAP`T'ER 21-1111-6 AND THE FLORIDA LAND 1 "COMFORT INN TfT" I SIGN I I, , S 1 �I SANITARY MANHOLE N. RIM= 14.58 N. INV.= 5.85 POINT OF REFERENCE DON W. BOATWRIGHT, L. S. FND. CONC, nRE Al FLORIDA REGISTERED LAND SURVEYOR No. 3295 THIS SURVEY NO{ VALID UNLESS MONUMENT —fes -- SEALED WITH AN EMBOSSED SEAL. FAIRWAY VILLAS OF SURVEYOR SIGNED HEREON i P. B. 39, Pgs. 22-2 2 A SCALE ( ' �� 201 F.B. No. as 34 DRAWN BY ; $•D° Hylton�l OATWRIGHT LAND SURVEYORS INC. 1401 PENMAN ROAD SUITED JACKSONVILLE BEACH FLORIDA X904) w241 - 8550 DATE SIGNED: �ECEMBE-R 7_ ,__� g_$ � _ : _ ] SHEET I of X170331 El EXISTING OFFICES TO REMAIN, j NO WORK THIS SIDE i _a i PROVIDE OPEN KNEE SPACE AT LAVS TO MEET ADA REQ'TS (301lx8" DPx27" H) EXIST GARAGE 41-011 ADA REQ'D FIXTURE 21-011 4'-1111 4 101_411 `}Y�� CLEARANCES SHOWN -23 "1'-6" DOTTED TYP EXI HW T'EL BOARD EXIST I 11 ul EXIST OFFICE „ E'LEC - 34 PANEL -5+-- EXIST AC OFFICE .N N LEI EXIST OFFICE CONDENSER O X 41-4" 1'-6 vi n cv w AC 3211 36 i -1 P:_ DOWNSPOUT r iT - 36" , 3411 3'-SY211 2'-7" 3'-6Y2" 7'-1" " 3'-2" FAb",,IC AWNING TO EXIS EXIST EXIST DOOR IN PLACE PROVIDE COVERED OF SLD'G GL DR O PASSAGE TO EXIST T611 GARAGE ' $ 1 EXIST CONC WALK RP3 EXIST STEPS Z — - — - - I DESIGNERS 0 _ FILL EXIST PASS- ' THRU, MATCHING & EXISTING KITCHEN ALIGNING FINISH �►.. , RECM , ' r /SURFACES J:I 2,r6o 11 DOOR IN PLACE OF WINDOW �)�i Q_Q r 71JAMBS) W/ EXIST City of Atlori=ic L:1[a -i wilding and ,Coning a U Z 0 -� CONFERENCE w 411 CONC WALK W/ - 36„ NEW fi CONTROL JOINTS 0 O DOOR 5'-0" O.C. & 1/2" EXPAN p JOINTS @ 30'-0" MAX VERIFY DIMENSION NOTES: 1. VERIFY ALL DIMENSIONS, TO LOCATE NEW 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. WALL WEST OF WEST 1 v SHEATHING OR CENTERLINE OF INTERIOR PARTITION UNLESS 1 EDGE OF EXIST RO CONC WALK OpD�N OTHERWISE NOTED. FOS - FACE OF STUD, A3 3. PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL f C, $uti� 1 OJT EXTERIOR DOORS. 4. ALL EXTERIOR WINDOWS h DOORS TO MEET 100 MPH WIND SPEED CODE REQUIREMENTS. - r 5. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE, CHAPTER 16, FOR 100 MPH WINDS. T COLUMNS SHALL BE 5YP N0 2 KD (5PIB � � � T ` 3 3-30 OSH 6. ALL TIMBER FOR BEAMS, JOIS S, & C 1, 0 L 71_2y411 OR APPROVED EQUAL, STUDS CAN BE SPF N0, 2, ALL TIMBER SHALL HAVE A N D WNSPOUT MAXIMUM MOISTURE CONTENT OF 19%, 1 7, ALL NEW DOORS ARE 61-8" HIGH UNLESS OTHERWISE NOTED. _ 1 �- O 0 ZD ti LEGENDN Cv % T � SW-1 SHEARWALL W/ 1/2" CDX PLYWD SHEATHING BALLOON FRAME GABLE WALL TO BOT OF TRUSSES ON 2x6 SPF #2 STUDS 0 16" O.C. SECURE W/ BATH IRON WORKS M A Y P O R T OFFICE 8d COMMON WIRE NAILS 0 6" W--1 O.C. AT EDGES 305 SH 3 5060 XD W/ 3 30 OSH SW-1 �;` 2405 MAYPORT ROAD & 611 O.C. IN FIELD, INSTALL SPF #2 BLOCKING 7,,1�j411 5'_ /� CIR LE 51_011 7'-13/4" e AT ALL HORIZONTAL JOINTS. INSTALL 1 SEMCO I ATLANTIC BEACH, FLORIDA SGP2 W/ 1/2"x12" ANCHOR BOLT & W/ 14-16d NAILS C:::::= EXIST WALL TO REMAIN TO STUDS AT EACH END OF SHEARWALL SEGMENT EXIST WALL TO BE REMOVED 24'-3Y2" ✓ 141-0" TO CONC FOUNDATION BELOW. NEW WALL _ 2 .,�--��' � Fisher & Simmons Architects, Inc. ....... 0 1510B Second Street South Jacksonville Beach, Florida O NUMBER OF FULL HEIGHT 2x6 STUDS TO USE SOUTH OFFICE AREAS: u FLOOR PLAN AT EACH SIDE OF HEADER. USE 2 MIN EXIST 1537 ..SF 1 2/14/01 ADDM, NO. 1 comm 0101 drwn T5 ohkd JWT9 dat�l/18/01 1 o 4 TYPICALLY UNLESS NOTED OTHERWISE. ADD'N , '--' 885 , N 1/411 1'-O" z O eh. TOTAL ;' 2422 SFJ A R � MOI� ELING FLANS EXIST FIBERGLASS SHINGLE FIBERGLASS SHINGLE ROOFING ROOFING MATCHING I EXIST ,,,rarer l/Y NtM N 1 I : 1 ( ., y : SAVE & FASCIA TO 88'17'50" E 240.00' FVL L&3 _ T . — . — . — . — . _ . W . , . — . — . • — • MATCH EXIST U ` T 1 w 1 � C _. o cn \ 1 \ 1 _ -Lo _ � cxgr - I .. . W col"' _ `s' . - _ ) (V -A \ $ \ al EXIST CONCRETE N r— I PARKING AREA O � 4 II q 13 SPACES q \ ala \ - — J TI �I I O. o _ .. IU EXIST Q O� � I 1-0. PARKIN ILI OA I \ 1 \ v, rL___ 1 11 W Z I X W I o I '�� %6 .�. 1 \o Q U 63.9 o `A' N I IL EXIST SETBACK O a 1 \��' I LLJ to 1 STORY STUCCO OFFICE a I I FINISHED FLOOR 13,99 O IL �: 1 n I I 64.5' ® i Z EXIST SETBACK >_ T �x�s� �C �� �� 1 W EXISTING ADDITION O I F z `�\ \�'- BEYOND Iy_ g ILn i ALIGN EXI WAL v1 IL � �� \ 1 \ WEST ELEVATION sEMCO RTPGA820 STRAP EXIST STUCCO MATCHING NEW C NC WA K. - �c \ \ 1/4 1 0 NAILS TYP STUCCO BAND F II I „ EACH SIDE OF OPNGS W/ 9-16d -,� - , _ 0 \1 \ MATCHING & ALIGNED W/ EXIST O I } I , EXIST ALK \ n I 3 I - r24r-3y�n 141-0u ` \ Q Q I m 1 STORY x U ADDITION CATCH 1 ' p LU Q (691 5Fl BASIN 1\ \ _ \ ��EXIST GABLE BEYOND SEMCO RTPOA820 STRAP 11'r �- c o w \ \. f� LINE NAILS TYP 2 @ EAEACH SIDE OF SS DE 9-16d NMUM P[.LS 3M I N n N n U) \ \ EXIST FIBERGLASS SHINGLE / SHOWN OFCEILING OF 9' OPNG MATCH EXIST x \ ROOFING FIBERGLASS SHINGLE z I w � � N \ \ LINES OF X-BRACING 1,I I z 1 \ \ : - DOTTED EXIST HOWN ROOFING MATCHING QNI I \ \ 12 12 12 SAVE & FASCIA TO ( \ MATCH EXIST 7 � �7 1 7 S 881 '50" W 340.93' i L ALUM GUTTER & Wn _ _ _ . ._ DOWNSPOUT POINT OF BEGIN ING . 4. 4.5 L- 12 l 12 MAP SHOWING SURVEY OF ll A PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, SITE PLAN FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF I I I REFERENCE. COMMENCE AT THE NORTHWEST CORNER OF FAIRWAY VILLAS, AS RECORDED 111 'fix O1_OII IN PLAT BOOK 39 PAGES 22 AND 22A, OF THE CURRENT PUBLIC RECORDS OF SAID b I I I COUNTY; THENCE NORTH 01x42'10" WEST, ALONG THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD A-1—A, A 100 FOOT RIGHT OF WAY AS NOW I L� ESTABLISHED), A DISTANCE OF 1310.37 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE NORTH 01x42'10" WEST, AND ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 30.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO AREAS: THE EAST AND HAVING A RADIUS OF 5679.58 FEET: THENCE NORTHERLY ALONG THE STUCCO BAND ARC OF SAID CURVE AND ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF EXIST OFFICE 3296 SF MATCHING & 216.27 FEET, MAKING A CENTRAL ANGLE OF 02x10'54", AND HAVING A CHORD ADD'N OFFICE 865' ,, ALIGNED W/ BEARING OF NORTH 00936.43' WEST, AND A CHORD DISTANCE OF 216.26 FEET TO TOTAL 4161 SP EXIST THE SOUTH LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 5963 PAGE 676: THENCE NORTH 88x17'50" EAST ALONG THE SOUTH LINE OF LAST SAID LM LANDS, A DISTANCE OF 240.00 FEET: THENCE SOUTH 23x09'51" EAST, A DISTANCE EXIST PARKING: OF 264.55 FEET TO THE NORTH LINE OF THOSE LANDS DESCRIBED IN OFFICIAL 13 SPACES RECORDS VOLUME 6221 PAGE 1521: THENCE SOUTH B8017'50" WEST, ALONG THE NORTH LINE OF LAST SAID LANDS AND ALONG THE NORTH LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 5991 PAGE 573, A DISTANCE OF 340.93 FEET TO THE POINT OF BEGINNING. CONTAINING 71,730 SQUARE FEET, OR 1.647 ACRES, MORE OR LESS. EXISTING ADDITION EXIST STUCCO STUCCO MATCHING SOUTH ELEVATION EXIST 1/411 11-011 EXIST FIBERGLASS SHINGLE ROOFING TT NEW CONFERENCE- ROOM ONFERENCE ROOM WING ADDITION EXISTING FIBERGLASS SHINGLE ROOFING MATCHING EXIST SAVE & FASCIA TO :. . MATCH EXIST ALUM GUTTER b -- DOWNSPOUT _ I I STUCCO MATCHING `IE3 E3 EXIST STUCCO BAND MATCHING & ALIGNED W/ LU EXIST LLLj L r' r ADDITION EXISTING ALUM DOWNSPOUT �J r _. _ _ _ ------ - �� 0, EAST ELEVATION �l y\�, 1/411 11_011 BATH IRON WOR < S MAYPORT OFFICE 2405 MAYPORT ROAD ATLANTIC 5EACH, FLORIDA N H F Fisher & Simmons Architects, Inc. i 1510B Second Street South Jacksonville Beach, Florida 0 v � n, 1 2/14/01 ADDM. NO. 1 Comm p1p1 drwn TS ohlcd JWTS Ilots 1/18/01 2 of 4 ELEVATIONS 4h. N A2 �� 5 & SITE PLAN EXIST RIDGE FIBERGLASS SHINGLES MATCHING EXIST OVER LAPPED 30# FELTS ON 1/211 CDX SHEATHING ON TRUSSES CP 2411 O.C. VERIFY TO MATCH EXIST 12 R-30 FIGLASS INSUIL JPv + EXIST RIDGE SLOPE CONT W/ BAFFLES L Su 7 BETWN TRUSSES +tico� 9� SEMCO HDP2X STRAP MATC TO EACH TRUSS W/ EXIS ( ( ) 8-10d NAILS ALUM EAVE DRIP CEILING GYP BD MATCHING EXIST (ALIGN W/ EXIST,) P.T. 1x4 OVER R.S. 2x8 - CEDAR FASCIA (MATCH EXIST) DBLE 2x4 SYP #2 PLATE W/ SEMCO TPP4 STRAP TO 311 SCREENED VENT W/ R.S. STUDS W/ 8-10d NAILS 0 ;3211 O.C, TRIM AT SOFFIT (MATCH EXIST) 1/211 GYP, BD, ON 2x4 SPF #2 x 1x4 CONT FRIEZE MATCHINGSTUDS 0 1611 O.C. w EXIST 2-2x8 SYP #2 HEADER NEW WINDOW UNLESS NOTED OTHERWISfE ALIGN W/ EXIST, STUCCO TRIM AT OPNGS Q W2-2x4 KIGPOST MATCHING EXIST to o XIST RIDGE p SUPPORTING RIDYGE U U_ EXIST RIDGE NOTE: NAIL 1/2" CDX PLYWD N WALL SHEATHING WITH W x MINIMUM OF 8d NAILS 0 611 O.C. > w CO o AT ALL EDGES & 6" O.C. IIN FIELD. i° INSTALL SOLID BLKG AT .ALL HORIZ JOINTS. IL STUCCO BAND TO MATCH & ALIGN W/ EXIST. w 7 cl) R-13 F'GLASS BATTS CONT, N EXIST FASCIA STUCCO MATCHING EXIST ON 1/2" GYP, BD, ON 2x4 SPF #2 VINYL LATH OVER LAPPED n. STUDS @ 16" O.C. TYVEK STUCCOWRAP ON 1/211 NEW RIDG w CDX PLYWD SHEATH'G =_- UPLIFT CONNECTION HARDWARE (BY SEMCO) � P.T. 2x4 PLATE W/ 1/2"x10" /411 CONC SLAB - SEE 1• COMMON TRUSS TO 2x4 BEARING WALL 1-HDP2X W/ 8�-10d 2 2x8 IDGE � ANCHOR BOLT W/ 2"x2"x1/8" WSHR --- FOUNDATION PLAN 2. GIRDER TRUSS TO 2x4 BEARING WALL 1-RTPGA824 TWISTED 0 3211 O.C. W/ SEMCO TPP4 STRAP - 3. JACK TRUSS TO 2x4 BEARING WALL 1-HDP2X W/ 8-10d U TO STUD W/ 8-10d NAILS ® 3211 O,C, 4, JACK TRUSS TO GIRDER TRUSS 1-FAP18 W/ 10-10d x 1-1/211 O STUCCO CONTROL JT ° ° ° " N 5. FASTEN OVERFRAMING 2x6 RAFTER TO ROOF LEDGER W/ 1-HCPLR W/ 8-8d. 4" BELOW SLAB ���������` O x 6. FASTEN 2x4 SYP #2 ROOF LEDGER TO EXISTING ROOF TRUSSES W/ 2 PCS N L \� w #12x3 3/4 ROOFGRIP SCREWS W/ 1 DIA. WASHER AT EACH INTERSECTION. y� STUCCO APPLIED DIRECTLY ��������� 0 > 7, FASTEN OVERFRAMING 2x6 RAFTER TO RIDGE BEAM W/ 1-FAP18 TO CMU (NO LATH \��\����� N IL W/ 10-10d x 1-1/2" NAILS, w 811 CMU W/ #5 VERT IN C 0 N C / �� W z cr) AT ALPILLffL CORNERS,CE!LL W/ Bb 4811 O.C. �\�\ ° �\�/ED � - FILL ALL CELLS W/ CONC. Q H z tL GRADE - SLOPE FROM 0 2 2x10 HEAD RS BLDG. ° n ° o �' ° 20"x1011 CONC FOOTING W/ HIP PACKAGE 2•-#5 CONT (ALIGN W/ I 2x6 OVERFRAMING CSP 241 ROOF TRUSSES 0 24" O.C. EXIST FOOTING) — J I r X17 - - —�- - - - - - � 2--2x8 HEADERS 1 TYPICAL WALL. SECTION r - - - - - - - - - - II I ?� 3/411 = 11-011 I I 017 ® +01-011 I I 14'-0" -- I _ EXIST SLAB I I EXIST a" coNc BLOCK ON I I �- - -- - -- — — I ROOF FRAMING PLAN EXIST 16"x10" CONC FOOTING I I — — — — — — — — — — — — _ T �� I b 1/4" 1'-011 I I I II I ATTACH NEW FOOTING TO EXISTII W/ 2- #5 BARS x 1'-611 EPDXIED I I I SEMCO HCPLR STRAP OR INTO HOLES DRILLED 6" IN EXISt I SIMPSON H3 STRAP I I FIBERGLASS SHINGLE ROOFING � ATTACH NEW SLAB TO EXIST W/ I I I FOOTING CENTERED IN DEPTH I I ON LAPPED 300 FELTS ON 1/211 PLYWD L — �� W/ #5 BAR x 1'-6" 0 24" O.C. EPDXIED I I I OF FOOTING I I I SHEATHING ON TRUSSES @ 24" O.C. CONT 2x4 STUD AT CENTER INTO HOLES DRILLED 611 INTO EXIST I I I I AS NAILER FOR X-BRACING & -I I I I I I I I 10d NAILS 0 4111 O.C. TYP. AT EA END OF X-BRACING I L I @ RAFTER, F ASCIA, & L - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - J OUTLOOKERS — 2 -O"L - - - - - - - - - - — — — — — — — ALUM EAVE DRIfP OVER xX-BRACING 0RIGE & 4 O.C. ALIGNED W/ EXIST HEADER +0'-01' DRIP & FASCIA (SEE 1/A3) W/ 3-12d NAILS INTO 2x4 ATTACH NEW FOOTING TO EXIST I II I I _ 1 VERTICALS BETWN CHORDS OF W/ 2- #5 BARS x 1'-6" (EPDXIED I I 4" CONC SLAB W/ 6x6 W1.4 I I I I I d PLYWD SOFFIT ON 9Y2 ' TRUSSES (3 ROWS INTO HOLES DRILLED 611 IN EXIST I I xW1.4 W.W.F. OVER 6 MIL VAPOR I II I 2x4 OUTLOOKERS @ 2411 O.C. I OF BRACING TOTAL) FOOTING CENTERED IN DEPTH I BARRIER ON CLEAN, COMPACTED, I I II I C14W/ 2x BLKG BETWN OF FOOTING I I TERMITE TREATED FILL - ALIGN I I II I 11 W/ EXIST SLAB I I I I I STUCCO & LATH OVER TYVEK II 811 CONCRETE BLOCK ON I I II I STUCCOWRAP ON 1/211 PLYWD i II 2011x1011 CONC FOOTING W/ I I SHEATH'G 2x4 x 8' #2 SYP LATERAL I I I 2..#5 CONT W/ FILLED I BRACE ® 4'-O" O,C. W/ II CELL W/ #5 BAR VERT. I II I STUDS CONTINUIE TO TOP r3-12d NAILS INTO TOP OF II 0 ALL CORNERS & ENDS & I I 16"x12" DP. THICKENED II I OF WALL - NOTCH EACH BOTTOM TRUSS CHORD 4'-011 O.C. I I SLAB W/ 2-#5 CONT I I STUDS FOR 2x6 RAFTER W/ P.T. 2x4 PLATE W/ I SUPPORTING OUTLOOKERS 1, I I 2x4 BLKG ® 48 O.0 BETWN ( 1/2"x10" A. BOLT W/ II ( & NAIL W/ 3-121d NAILS STUD & FIRST TRUSS BOTTOM II ( I 2"x2"x1/8" WASHER I OR IF STUDS NOT CONT, CHORD W/ 12d NAILS I I I 3211 O.C. W/ SEMCO HCPLR I ) I PROVIDE SIMPSION H311 C14I II r i i STRAP @P 3211 O.C. TO STUDS II I STRAPS BETWN PLATE $ O.C. THRU TOP 2x4 W/ 8-8d NAILS II I & STUD, STUD TRUSS A II RFs ---------==--J ; 016" 0.C. GABLE SECTION I II 1-011 II I0 BATH IRON WORKS MAYPORT OFFICE I II I 12405 MAYPORT ROAD II II I I ATLANTIC BEACH , FLORIDA IL I Fisher & Simmons Architects, Inc. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1510B Second Street South Jacksonville Beach, Florida 24'--3Y21�. 14i .p11 u — `- -- 1 2/14/01 ADDM. NO. 1 Comm 0101 drwn TS ohkd JWTS dat• 1/18/01 3 4 z s h. FOUNDATION PLAN q 1/4" 1'-011 PLANS & SECTION A3 , I ELECTRICAL LEGEND SINGLE POLE TOGGLE SWITCH: 15 AMP, 120 VOLT, 48" MOUNTING HEIGHT, U,N,O. THREE-WAY TOGGLE SWITCH: 15 AMP, 120/277 VOLT, 48" MOUNTING HEIGHT, U.N.O. -0 DUPLEX RECEPTACLE; 20 AMP, 120 VOLT, 3 WIRE GRNDG., 18" MOUNTING HEIGHT, U.N.O. Q Q TELEPHONE OUTLET; 4" SQ. JUNC. BOX W/ 1-GANG ERTEN. C HW 0 RING, COVER PLATE & 3/4" CONDUIT RUN TO ABOVE CEILING: 18" A TEL 3 — 1 42" MOUNTING HEIGHT, U.N.O. B ARD I C A I A O JUNCTION BOX G I G EXIST C ILD 42" p �7 FUSED DISCONNECT � ELEC I C C�, NONFUSED DISCONNECT PANEL A 2„ C EXIST AC o LOADCENTER (FLUSH MOUNTED) A CONDENSER A PROVIDE GROUND FAULT CIRCUIT INTERRUPTER AT ALL G OUTLETS LOCATED AT WET/DAMP AREAS. C 3 xIs CEILING LEGEND AC EXIST EQUAL FIXTURES BY DIFFERENT MANUFACTURERS ARE ACCEPTABLE. -- - � DISCONNECT B I B PROGRESS P7336-30EB (SURFACE MOUNTED) 4-F32T8 C C I A B PROGRESS P7151-51 (WALL MOUNTED) 2-13W COMP FLUOR I �.-( PROGRESS P87-AT/P8O66-28 75W PAR 30 (RECESSED) F " 'T' EXIST LIGHTING Z D & OUTLETS TO I ILLUMINATION CONCEPTS & ENG LUNA 2121/0 W/18" STEMS 2-T8 REMAIN — ❑ E PROGRESS P5203-30 (SOFFIT MOUNTED) 2-PAR 30 15OW MAX El� I FE_� PROGRESS P7306-30 (WALL MOUNTED) 9W COMP FLUOR I > G PROGRESS P7375-30 (SURFACE MOUNTED) 2-7W COMP FLUOR <�' �� A EXHAUST FAN DUCTED TO EXTERIOR SOFFIT W/ DAMPER. SWITCH W/ LIGHT FIXTURE. I I � .. .. HAMPTON BAY 48" WINDWARD FAN A ,i�J`ti` BOTTOM AT V-6" A.F.F. I v v I C NOTE; HVAC DIFFUSERS & RETURNS LOCATIONS TO BE DESIGNED & LOCATED BY HVAC SUBCONTRACTOR ARE NOT SHOWN. A J <� F � I E I � D ' D ` I BATH IRON WORKS MAYPORT OFFICE " I5' PROVIDE TELEPHONE/DATA PROVIDE 4-20 AMP POWER 2405 MAYPORT ROAD CABLES AS REQ'D BY TENANT TO CIRCUIT WIRING TO POWER ATLANTIC BEACH, FLORIDA COMMUNICATIONS CHANNEL IN CHANNEL IN PREWIRED CUBICLE PARTITIONS CUBICLE PARTITIONS AT z BASE OF WALL Fisher & Simmons Architects, Inc. i 1510B Second Street South Jacksonville Beach, Florida 0 U FLOOR PLAN at 1 2/14/01 ADDM. NO, 1 comm 0101 drwn TS ohkd JWTS de 1/18/01 4 0 4 q 1/411 = 11-011 N en. ELECTRICAL PLAN A4 w E:1 11 EXISTING OFFICES TO REMAIN, NO WORK THIS SIDE PROVIDE OPEN KNEE SPACE AT LAVS TO MEET ADA REQ'TS (301lx8" DPx27" H) 4'-0" ADA REQ'D FIXTURE 21-0" 4'-11" 4 ' 10'-4" 4 " EXIST GARAGE CLEARANCES SHOWN -2� "1'-6" DOTTED TYP EXI TEL W .� I I � � \ � I ------ ----------;{•"��� BOARD I I I I I I I i i I II w N � I I I � i II If I I I ar EXIST I I I rn c _�_ _ x Eu EXIST OFFICE 34„ ELEC I �y 1 J I 1.1 ri PANEL I - _: j 1- r- EXIST AC I I OFFICE v� / EXIST OFFICE CONDENSER .� w / ' 4'-4" rr- 7T n N XIS 3211", I I II `\ 1136°n = j x AC ( I I `�!. II \ I I DOWNSPOUT 3611 3411 — — = 3'-02112'-7" 3''6y2'i 7'_111 '► 31_211 EXI EXIST EXIST FABRIC AWNING TO DOOR IN PLACE PROVIDE COVERED Fr_ OF SLD'G GL DR O PASSAGE TO EXIST — � II 6n� � GARAGE II 1 EXIST CONC WALK I J I I A3 EXIST STEPS L_ Ll Z SW-1 DESIGNERS FILL EXIST PASS- IF I THRU, MATCHING & EXISTING KITCHEN g I ALIGNING FINISH i SURFACES I 1111136" DOOR IN PLACE I11f OF WINDOW Q^� r VIII (ALIGN W/ EXIST . 00 _.. J JAMBS) - - — — - - r _ _ — — _ � _ _ _._ - - - J I I O V G N cy N QQ Vt� I CONFERENCE x p p�\01 411 CON WALK W/ _ NEW Uj CONTROL JOINTS 0 O 36 DOOR CE y: 5 -0" OC, & 1/2 EXP N .01 I JOINTS ®1 30'-0" MA � �to j VERIFY DIMENSION 0- 1 � , SJ TO LOCATE NEW WALL WEST OF WEST EDGE OF EXIST .; 1 V) A3 _ CONC WALK 00 A3 is) AAiP,R80RV1) 06 BALLOON FRAME GABLE WALL TO BOT OF TRUSSES JPJ ;i aUIU 1 305 SH 3 5060 XD V//N\ 50509H SW-1 3 3-3fOSH 3 .i 3n CIR LE Ow ii i u i_ iiSW-1 � V LEGEND 7 -1 /4 5 - 5 0 7 -1 /4 7 2y4 DOWNSPOUT 4 "311 140" 5W-1 5HeARWALL W/ 1/2" CDX PLYWD SHEATHING ON 2x6 SPF #2 STUDS 0 16" O.C. SECURE W/ 2 NOTES; 1. VERIFY ALL DIMENSIONS. 8d COMMON WIRE NAILS 0 6 "A3 BATH TRaN WORKS M A Y P a R T OFFICE " O.C. AT EDGES & 6" O.C. IN FIELD, INSTALL SPF #2 BLOCKING A3 2• ALL DIMENSIONS ARE TO FACE OF B�E6CK, FACE OF PLYWD. Q� AT ALL HORIZONTAL JOINTS, INSTALL 1 SEMCO SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS 2405 MAYPORT ROAD SGP2 W/ 1/2"x12" ANCHOR BOLT & W/ 14-16d NAILS 0 EXIST WALL TO REMAIN OTHERWISE NOTED, FOS = FACE OF STUD. ATLANTIC BEACH, FLORIDA TO STUDS AT EACH END OF SHEARWALL SEGMENT C C EXIST WALL TO BE REMOVED 3. PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL in TO CONC FOUNDATION BELOW. ® NEW WALL EXTERIOR DOORS. 7 Fisher & Simmons Architects, Inc. FLOOR PLAN 4, ALL EXTERIOR WINDOWS & DOORS TO MEET 100 MPH WIND SPEED CODE REQUIREMENTS. °1 1510E Second Street South Jacksonville Beach, Florida 3 NUMBER OF FULL HEIGHT 2x6 STUDS TO USE SOUTH OFFICE AREAS: q 1/4�� 1'-O" 5. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE, AT EACH SIDE OF HEADER. USE 2 MIN EXIST 1537 Sr CHAPTER 16, FOR 100 MPH WINDS. Comm 0101 „ ,,,,n TS .,,, JV dat•1/18/01 1 e 4 TYPICALLY UNLESS NOTED OTHERWISE, ADD'N 681 6, ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPIE), Z TOTAL 2228 SF OR APPROVED EQUAL, STUDS CAN BE SPF NO., 2. ALL TIMBER SHALL HAVE A 2 'REMODELING ah. R MAXIMUM MOISTURE CONTENT OF 19%. E M O D E L I N G PLANS A 1 7. ALL NEW DOORS ARE 6'-8” HIGH UNLESS OTHERWISE NOTED. EXIST (FIBERGLASS SHINGLE FIBERGLASS SHINGLE ROOFINIG ROOFING MATCHING ► I \ s EXIST 1 �. r T L: s.z� SAVE FASCIA TO `+ - - - - - -. w . � . , . . _ . N $8'17'50" E 24000'. - - .rPc�a� � i Z � L_.1: � I - MATCH EXIST Y - r - �r U z T T� T: C r. U Q 1 , - _T_ :[ - -._l__T L T T s r�T Z S 1,, L r[ . T i (D• T r^w ^' T y T L 11_` 7 T [ .r.! �I.. .I� L •.L " I C � -r` _T ZT r- s ZZ `�l• SNS -L � L N►. I F- \ \ .L L I' Z- .. � �r�� L L �r L 1 L� I -1 I T I 7 L I S T I I 1• I r" i_ r � W -�v T r... _ r �� Y -r T r. _r. r._r1 .t _;. rZ T. ._T L7I _ 1_ 1 L �_•"I I� W N \ ` \ ;r. .-.`r`1Z�� �._ •. _ .�:, r� S I".7� ,..__• ._ . L`; ..T -I .�� ,:i • I � _ N \I \ _ _� W r_1__..1_T_ ) .L 1 1 1_,_.ZI i• rT iI _�Z.I=C-1 1 i �.• _L, I. _. T _ L 7 =-- I I .. L- L,_:1_ `"7 � .I. I•- L 1 r N ~ X74 \ SC._ I L :1 .?_ I-: _i. T I I� •, r .. _` r �_I.T-CSI_. I�.T•L.,i�I_• 1.7 :t L_ 1 1- I". tAI X w \ i.. T.�. .I. :.7 1-r L_ 1. I. L_ W - lS1 1 1_ LT_ �L Z -7- Z4 -r L 1_. I T__ 1 C 1 _. I 1 7 L. a r I,• "! Ute, I �h �T �_ -- - _ 7 � - . �1 Z I i L , EXIST CONCRETE \ \ I, I. _ r r J I r r._ I", ,-- _ ' � � y 1T Z_ - - _ _ T J T L.: 1 Lr r Z' T 1 17 L.1 I PARKING AREA o ,� g� • r - - ,� . I ...rz I . 4 I 15 SPACES .= R.F► _ �_ _ _ T`r --F �L_._i_ r_ ` 1_ r ! r ! a I _ -T. ._I .� II ¢ -L.- d-- T`�T -�-I:�..I..Z ?:r_r I I_i �-,T: r _L _r�i l .r -1_. [ L I-r 1- -I I_ L T�Z..i _.1 \ \ Or- - T I Z .T' -.1. _.L _T_ -T�_ �T_. ..L:rZ 1 r_�_r 1 I.- I p �' W I U EXIST "[ O UI ► t ��/ PARKIN \ \ I I I W I gull ��t !�C \ 1 \J� STUCCO BAND U IMATCHING a ALIGNED W%� YU a �`� \�r 1 EXIST I EXIST SETBACK �� ( ��• .1 '1 o \ \ aXl I 1 STORY STUCCO OFFICE v -1 0 r I I FINISHED FLOOR 13.99 '` \ - - _ _ _ _ _ — _ - - _ _ � � T — Tr _ _ - - - - - - - - - - - - - L - - - - - — I ► 64.51 --may®. di 0,1 'A�• i w EXIST SETBACK � 51 cac '\ \z- (� ► W I ALIGN EXIS WAL I- ? �� g \ \\ \�'• EXISTING BEYOND ADDITION ° \• ' \ WEST ELEVATION SEMCO RTPGA620 STRAP EXIST 0 MATCHING i I NEw Co w 9c� \\ \ 1/4" 1'-O" NEACH AILS TIDE YP OF OPNGS W/ 9-16d � � \ Q I I 24'-3} 11 141-On E IST WALK �- y \ Q- < Q I < Y 1 STORY XIST \ \ U ADDITION CATCH 1 BASIN \ � U Q (sal SFI \ EXIST GABLE BEYOND SEMCO RTPGA820 STRAP ~ W \1 \' \ MATCH EXIST LINE OF CEILING NAILS TYP 2 @ EAEACH SIDE! OF: SS DE -16d ;,,;°"�' I N n ,t N \ \ EXIST FIBERGLASS SHINGLE SHOWN DOTTED OF 9 OPNG w N \ \ \ ROOFING LINES OF XwBRACING 1 FIBERGLASS SHINGLE a \ _ _ 1 _ HOWN DOTTED ROOFING MATCHING \ \ T- Z = I�r 1 LII _r r i_. L_ �r T i _I r T '- i r w r1T _ r r _ ._.r_. .r T r : : _ EXIST o N I I 1 r� .. �L�Z`�s.r I 1� T"1 L7 r_! Y..1_I s r I T _ , 1 : ? 1. r o60 1 \ I I '�TLIZL. .Zr7. ' 1 ? ` . _ryI1 r.' .I.:_ I 1 - . ` . : ..-_ ' . : ` ` - -�I \ -r._T r r f T r. 1 I : . T__ 12 12 EAVE & FASCIA TO -7::-":-'l— •r r 1 1 I � :ice 'Li ! _T I I" 1 1 1 a..0 - 7 1 s 7 MATCH EXIST - . - - . , . TT i 1 T 7 L : Z' L "1 L T.. I. I 7r �'1'� — , . _ — . _ . — . — . — . — . _ • — S 88 X50' W 340.93•. :t- 1 1�-Z Tl �T r= �r. rr I I i:t I I z _T y I.- T I T rI , T ALUM GU ER L r !_fl 1 _, IyT r :_ L. .I I T i 11 r _L. ti ���r r a I TT ...�I r I ' L ' rTL.�:l ; r r ..u.. r s - z�I _j-1 I t:�r:_rt Z r -r _ L � - -� DOWNSPOUT P NT OF NTNG _ _ T _.t ZtD L _I Si�Z r .� r: x L L I 71 ` T_ T 1 L 1 I L _L 12 II I I 12 i. r i ri i I I , 'T.--- T I T L I T L 1 MAP SHOWING SURVEY OF 1�. . zj ry . Li 1 i rz �I-r I r _ _ 1 r r_ I_ r L. ri_T - U Il ' � - T i. _ r z r. r: T- r.. 1 _ __.� =�-�` T� i 1 r rr 1 .r�r I r. Z ^z z . A PART OF SECTION B. TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, - SITE PLAN L FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF ( II I REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF FAIRWAY VILLAS, AS RECORDED 111 3OI_ 011 IN PLAT BOOK 39 PAGES 22 AND 22A, OF THE CURRENT PUBLIC RECORDS OF SAID Irk I I I I I I I I (III COUNTY; THENCE NORTH 01042'10" WEST, ALONG THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD A--1-A, A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED), A DISTANCE OF 1310.37 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE NORTH 01042'10" WEST, AND ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 30.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO AREAS:THE EAST AND HAVING A RADIUS OF 5679,58 FEET: THENCE NORTHERLY ALONG THE STUCCO BAND ARC OF SAID CURVE AND ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF eXIST OF"F"ICE '3286 SF MATCHING & 218,27 FEET. MAKING A CENTRAL ANGLE OF 02010'54", AND HAVING A CHORD ADDIN OFF410E _ 691 ALIGNED W/ . BEARING OF NORTH 00036'43" WEST, AND A CHORD DISTANCE OF 218.28 FEET TO TOTAL 5887 SP THE SOUTH UNE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 5963 EXIST PAGE 676: THENCE NORTH 88017'50" EAST ALONG THE SOUTH LINE OF LAST SAID M L LLJ I I LANDS, A DISTANCE OF 240.00 FEET; THENCE SOUTH 23009'51" EAST, A DISTANCE OF 264.55 FEET TO THE NORTH LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 6221 PAGE 1521; THENCE SOUTH 88017'50" WEST, ALONG THE NORTH LINE OF LAST SAID LANDS AND ALONG THE NORTH LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 3991 PAGE 573, A DISTANCE OF 340.93 FEET TO THE POINT OF BEGINNING. CONTAINING 71,730 SQUARE FEET, OR 1.647 ACRES, MORE OR LESS. EXISTING ADDITION EXIST STUCCO STUCCO MATCHING SOUTH ELEVATION EXIST 1/411 11^0111 EXIST FIBERGLASS SHINGLE ROOFING - - I NEW CONFERENCE FIBERGLASS SHINGLE f ROOM WING L . ROOFING MATCHING -- --- _ . EXIST [ r I r I t r Ir L r r .7 _,. C T.. ._r. _I 1 T C y I , - - r _. r:L� , .1_ C .-]. .r L 12- r l. .- [. L _.Z�2L ( I ! T.r - _. . ry r f r r' f I ' r - .I T- 7 T.. t i. 1 , . . . _ . . _ I _ r r r � r I T ,. T S L I --t r T ` r � { , T EAV4 FASCIA T� i _ a - L .. _ L t I I ; T _ ....� _..� x Y 7---- —T t 1 _ r---.j..:, " , r _ - L Z Y- Z LST r 1 7 i"- _T MATCH EXIST r- _ T I_. -I z. t _ Iv .��� _ . �.: y - 7 :_ ;.. t-;_=; _� �-;_ L: .1 1. 1 _ ...1 I L.i I L`i S L i L 1 L L , -F. a_ r r�L _ _ Em T_ _L L L - r _l 1_ L C_ 1 I r 1 _I 1 i I_, _ 1 1 ? r,a LLI� 1 ,.I,.Y,- ALUM GUTTER & r - - DOWNSPOUT Q Q STUCCO MATCHING EXIST I I M E3 STUCCO BAND I MATCHING & ALIGNED W/ EXIST 0-1 _ _ - - - - - - - _ _ __ _ _ _. - -_ _-. - f_ - .-._ - _ _... - _- _- - - - _ _ __ _. _ - - �N ADDITION EXISTING ALUM DOWNSPOUT O� EAST ELEVATION 1/411+- BATH IRON WORKS MAYPORT OFFICE 2405 MAYPORT ROAD ATLANTIC BEACH, FLORIDA A Fisher & Simmons Architects, Inc. z15108 Second Street South Jacksonville Beach, Florida m 00MM 0101 dl.,-1 TS ohkd JWTS date 1/18/0.1 2 c 4 ELEVATIONS °" ' & SITE ULAN A 2 C EXIST RIDGE FIBERGLASS SHINGLES MATCHING EXIST OVER LAPPED 30# FELTS ON 1/2" CDX SHEATHING ON TRUSSES 0 24" O.C. JP EXIST RIDGE VERIFY TO MATCH EXIST 12 R-30 F'GLASS INSUL �C L SLOPE 7 � CONT BETWN TRUSSES LES SEMCO HDIP2X STRAP "MATCH TO EACH 'TRUSS W/ EXIS 8-10d NAIL..S NV- ALUM EAVIE DRIP 1/2" CEILING GYP BD MATCHING EXIST (ALIGN W/ EXIST.) P,T, 1x4 OWER R.S. 2x8 CEDAR FASCIA (MATCH EXIST) DBLE 2x4 SYP #2 PLATE 3" SCREENED VENT W/ R.S. W/ SEMCO TPP4 STRAP TO TRIM AT SOFFIT (MATCH EXIST) STUDS W/ 8-10d NAILS (# 32" O.C. � 1/2" GYP, BD. ON 2x4 SPF #2 W 1x4 CONT (FRIEZE MATCHINGSTUDS 0 16" O.C. EXIST 2-2x8 SYP #2 HEADER NEW WINDIOW UNLESS NOTED OTHERWISE z ALIGN W/ EXIST. Ch ~ J l►1 2-2x4 KIGPOARIDGE N Q SUPPORTING STUCCO TfRIM AT OPNGS X XIST RIDGE D O MATCHING EXIST U EXIST RIDGE v do }- NOTE: NAIL 1/2" CDX PLYWD � X g WALL SHEATHING WITH W W MINIMUM OF 8d NAILS 0 6" O.C. 7 T 0AT ALL EDGES & 611 O.C. IN FIELD.INSTALL SOLID BLKG AT ALL HORIZ JOINTS. IL ,-1 STUCCO BAND TO MATCH af & ALIGN VW/ EXIST. j EXIST FASCIA R-13 F'GLASS BATTS CONT. STUCCO MIATCHING EXIST ON 1/2" GYP. BD. ON 2x4 SPF #2 U 11 UPLIFT CONNECTION HARDWARE BY SEMCO NEW RIDG VINYL LAfiH OVER LAPPED STUDS ® 16" O.C. ) 0 TYVEK STIUCCOWRAP ON 1/2" CDX PLYWD SHEATH'G N 2 2x8 IDG _ 1. COMMON TRUSS TO 2x4 BEARING WALL 1-HDP2X W/ 8-10d P.T. 2x4 PLATE W/ 1/2"x10" 4" CONC SLAB _ SEE 2. GIRDER TRUSS TO 2x4 BEARING WALL 1-RTPGA824 TWISTED (h ANCHOR BiOLT W/ 211x2"xt/8" WSHR FOUNDATION PLAN 3. JACK TRUSS TO 2x4 BEARING WALL 1-HDP2X W/ 8-10d W 0 C# 3211 O.C. W/ SEMCO TPP4 STRAP 4, JACK TRUSS TO GIRDER TRUSS 1-PAP18 W/ 10-10d x 1-1/2" cA 5, FASTEN OVERFRAMING 2x6 RAFTER TO ROOF LEDGER W/ 1-HCPLR W/ 8-8d. N TO STUD WV/ 8-10d NAILS (# 32" O.C. 6. FASTEN 2x4 SYP #2 ROOF LEDGER TO EXISTING ROOF TRUSSES W/ 2 PCS n ° ° ° N Uj L STUCCO CONTROL JT O #12x3 3/4" ROOFGRIP SCREWS W/ 1" DIA. WASHER AT EACH INTERSEGTION. F" z y� 4" BELOW SLAB \\�\\�\\ \\� w 7. FASTEN OVERFRAMING 2x6 RAFTER TO RIDGE BEAM W/ 1-FAP18 11- STUCCO APPLIED DIRECTLY \���X� p >-� W/ 10-10d x 1-1/2" NAILS. 0 }' TO CMU (NO LATH) /\\//\� '/ cv IL 3:8" CMU W/ #5 VERT IN CONC FILLED CELL W/ 90 BEND \ \/�/ 7 0 2-2x8 HEADERS AT ALL CORNERS, & 48" O.C. ��� x YQ FILL ALL CELLS W/ CONC. 2 2x10 HEADERS C GRADE - SLOPE FROM o BLDG. 0 4 Q 0 HIP PACKAGE 2x6 OVERFRAMING 0 24" C. ROOF TRUSSES 0 24" O.C. 20"x10" CON ( zu FOOTING W/ 2-#5 CON fi (ALIGN W/ ROOF FRAMING PLAN EXIST FOOTING) N 1/411 11-011 l TYPICAL WALL SECTION 3 3/4" 1'-011 r Jj SEMCO HCPLR STRAP OR - - - - ...... - ..... ...._ .._. _.... ._.. - - - - r - FIBERGLASS SHINGLE ROOFING SIMPSON H3 STRAP _ (- _.. - - ION LAPPED 30# FELTS ON 1/2" PLYWD - - - - - - - - - - - -" - - - - -' SHEATHING ON TRUSSES 0 24" O,C. CONT 2x4 STUD AT CENTER I AS NAILER FOR X-BRACING & I I I 10d NAILS 0 4" O.C. TYP. � RAFTER, FASCIA, & AT EA END OF X-BRACING I - 0 OUTLOOKERS *0'-0" I 14'-0" ALUM EA,VE DRIP OVER 2x4 X-BRACING 0 RIDGE & 4'-0" I I DRIP & FASCIA (SEE 1/A3) O.C. ALIGNED W/ EXIST HEADER EXIST SLAB II I W/ 3-12d NAILS INTO 2x4 i VERTICALS BETWN CHORDS OF I I � _ �... ..,. �.. ^ _ _-_- �_. �. Nk PLYWD SOFFIT ON gy2' � TRUSSES (3 ROWS EXIST 6 CONC BLOCK ON _ _ _ _ _ I I 2x4 OUTLOOKERS 0 24" O.C. ' OF BRACING TOTAL) EXIST 16"x10" CONC FOOTING ( - - - r � ..__ �' -' � I W/ 2x BLKG BETWN � I II ATTACH NEW FOOTING TO EXISTII I ' I � W/ 2- #5 BARS x 1'-6" EPDXIED I STUCCO & LATH OVER TYVEK I I I I ( I INTO HOLES DRILLED 611 IN EXIS�I I STUCCOVNRAP ON 1/2" PLYWD NEW SLAB TO EXIST W/ I FOOTING CENTERED IN DEPTH I I SHEATH',G 2x4 x 8 #2^SYP LATERAL L - ` W/ #5 BAR x 1'-611 0 24" O.C. EPDXIED I I OF FOOTING I I BRACE � 4 O O.C. OP I I 3-12d NAILS INTO TOP OF INTO HOLES DRILLED 6" INTO EXIST I I I I I STUDS CONTINUE TO TOP EACH BOTTOM TRUSS CHORD OF WALIL - NOTCH STUDS FOR 2x6 RAFTER L�_ - -_== = - T = - /ATTACH ___-__1111' _- - _ - _- - -- -- _ SUPPORTING OUTLOOKERS 2x4 BLKG c# 48" O.0 BE L ..... - - - - _ ._. _... _.,. ._ .. - - - - - - - - - _. � - - _ _. _ I �I II I & NAIL OR IF 'TU 3-12d NAILS I STUD & FIRST TRUSS BOTTOM n I I PROVIDE MPSON H DS NOT CONT CHORD W/ 12d NAILS I +O -0 I I I 8 O,C, THRU TOP 2x4 I I STRAPS BETWN PLATE ATTACH NEW FOOTING TO EXIST I ` 4" CONC SLAB W/ 6x6 W1.4 I I I I ) & STUD, STUD & TRUSS W/ 2- #5 BARS x 11-611 EPDXIED I I , (# 16" O.C. INTO HOLES DRILLEID 6" IN EXIST I I xW1.4 W.W.F. OVER 6 MIL VAPOR BARRIER ON CLEAN, COMPACTED, I I t N 2 GABLE SECTION FOOTING CENTERED IN DEPTH II TERMITE TREATED FILL - ALIGN I I OF FOOTING i I i W/ EXIST SLAB I I (� 13 1/2" = 1'-0" I I ( 8" CONCRETE BLOCK ON I I II I OII 20"x1011 CONC FOOTING W/ I I ( 2-#5 CONT W/ FILLED I CELL W/ #5 BAR VERT, I I I t a\ i I 0 ALL CORNERS & ENDS & I I 16"x12" DP. THICKENED 4'-0" O.C. I I SLAB W/ 245 CONT I I I W/ P.T. 2x4 PLATE W/ 1/2"x10" A. BOLT W/ 211x2"x1/8" WASHER 0 ( II 3211 O.C. W/ SEMCO HCPLR BATH IRON WORKS MAYPORT OFFICE I I I STRAP (# 32" O.C. TO STUDS w/ 8-8d NAILS I � I 2405 MAYPORT ROAD —.-... . =� — I I JJ I ATLANTIC BEACH, FLORIDA - - - - - - - - - - - - - - - _ - - - - - _ _ - - - - - -- - _ - _ - - - - _ � Fisher & Simmons Architects, Inc. 24'-iY411 14'-2Y411 a 1510B Second Street South Jacksonville Beach, Florida z 0 U Comm 0101 d,,,,, TS Ighkd JWTS da,. lnarol 5 4 FOUNDATION PLAN o .h. 1/4" 1'-0" lu PLANS & SECTION A3 E:1 E ff 11 ELECTRICAL LEGEND SINGLE POLE TOGGLE SWITCH: 15 AMP, 120 VOLT, 48" MOUNTING HEIGHT, U.N.O. THREE-WAY TOGGLE SWITCH: 15 AMP, 120/277 VOLT, 3 48" MOUNTING HEIGHT, U.N.O. -0 DUPLEX RECEPTACLE: 20 AMP, 120 VOLT, 3 WIRE GRNDG., 18" MOUNTING HEIGHT, U.N.O. Q TELEPHONE OUTLET: 4" SQ. JUNG. BOX W/ 1-GANG ERTEN. dEXI RING, COVER PLATE & 3/4" CONDUIT RUN TO ABOVE CEILING: 18" C HW3 — , 42 MOUNTING HEIGHT, U.N.O. A TEL C 5 ARD A A a JUNCTION BOX O I GO � EXIST C i 4'211 CO FUSED DISCONNECT ELEC NONFUSED DISCONNECT PANEL A 211 CEXIST AC � LOADCENTER (FLUSH MOUNTED) A CONDENSER PROVIDE GROUND FAULT CIRCUIT INTERRUPTER AT ALL G A OUTLETS LOCATED AT WET/DAMP AREAS. C $3 xIs CEILING LEGEND AC EXIST EQUAL FIXTURES BY DIFFERENT MANUFACTURERS ARE ACCEPTABLE. _ . _Y i __-- , _ -.:_-. � DISCONNECT B I B PROGRESS P7336-30EB (SURFACE MOUNTED) 4-F32T8 A C C I b I B PROGRESS P7151-51 (WALL MOUNTED) 2-13W COMP FLUOR I PROGRESS P87-AT/P8066-28 75W PAR 30 (RECESSED) I " Y EXIST LIGHTING I I D & OUTLETS TO ILLUMINATION CONCEPTS & ENG LONA 2121/0 W/18" STEMS 2-T8 REMAIN E PROGRESS P5203-30 (SOFFIT MOUNTED) 2-PAR 30 15OW MAX ^. I ink F PROGRESS P7306-30 (WALL MOUNTED) 8W COMP FLUOR �> G PROGRESS P7375-30 (SURFACE MOUNTED) 2-7W COMP FLUOR 0_0 . _ J v v A Fz EXHAUST FAN DUCTED TO EXTERIOR SOFFIT W/ DAMPER. SWITCH W/ LIGHT FIXTURE. I I D I D G n n f> HAMPTO I A � �� BOTTOMNATA91-fi 1 A.F.F. Y 4811 WINDWARD FAN I C NOTE: HVAC DIFFUSERS & RETURNS LOCATIONS TO BE DESIGNED & ^� I ,^> LOCATED BY HVAC SUBCONTRACTOR ARE NOT SHOWN. J A D ���� I \\v� D I I 9J I F E PROVIDE TELEPHONE/DATA PROVIDE 4-20 AMP POWER CABLES AS REQ'D BY TENANT TO CIRCUIT WIRING TO POWER COMMUNICATIONS CHANNEL IN CHANNEL IN PREWIRED CUBICLE PARTITIONS BCUBICLE ASE OF WALL IONS AT BATH IRON WORKS MAYPORT OFFICE 2405 MAYPORT ROAD ATLANTIC BEACH, FLORIDA P'LOOR PLAN P8 1/4" V-o" Fisher & Simmons Architects, Inc, z 15108 Second Street South Jacksonville Beach, Florida Comm 0101 drwn T5 ghkd. JWTS dat.1/18/01 4 or4 o .h. > ELECTRICAL PLAN A4 EXISTING OAK 11/2" PIPE HANDRAIL ❑ Q Q EXISTING CONSTRUCTION SEE PLANS DATED I/9/96 OND. `D cn . U 0 Lu Q OND *2 6" ~ 12" STL CHANNEL PROVIDE CLIP ANGLES _ TAPCON TO SLAB ANCHOR TO WALL W/ r _ J 3 1/2" .DIA TAPCON MAS ANCHORS Q .(p r _ J 12 5TL CHANNEL 3X3 TUBE STEEL r — J TOP OF SLA La U- 5'-4 5 -4 1/,2 IN Q Q w II II 6 TREADS ED 10 3/4" 4,_0�� /4" X 3" X 6" BASE PLATE W } XI PANEL TAPCON TO SLAB 0 O IBI-41/211 y U �U EXISTING CONSTRUCTION -- & TAlfR , LEVATION EXIST MECN ROOM . SCALE 1/2"' = 1'0" EXISTING OFFICE BUILDING HV 8'-1 1/2" 0 NEW 5155CR GATE Q MFG BY MILLER WIRE (� WORiC5 * 500 SERIES , W/ ROLLER BASE, FIXED SIDE, SINGLE Lu OPERABLE PANEL w ` REP: JOE MADERAS 205) 592-0341 4 Lu w- PROVIDE I" STEEL GRID PLATFORM �- W/ 1X1 GRIDLu p U (L >- 41r EXISTING DRIVE til Q � � 42" GALV PIPE RAIL. 1 1/2" DIA Q v Q 41_011 12" LOCKERS r 4 a ADD 4" CONC SLAB SEE GEN. NOTES • ' ° � WITH 8" TURN DOWN FOR NEW PATIO .04 ° C(1 ROVIDE 1/2" GWB OVER P.T. 4 a \p o� 2X2 FURRING 016" o.c. 4'-0" 0 z FL u - � - 00f FLAN 0 } Q SH R w 0 PROVIDE 4X4 CT FULL HT - 11 0 X -� 4 SIDES 4 FLOO SCALE 1/411I0 8 � i (Z x Daro"XS = 30"X80" `�' HC M AL 3 NC METAL FRA FRAME NEW CONCRETE 6'-10 3/4" 4' WALK EXTEND RAMP UP 6" TO CONCRETE DRIVE DATE 16'-6" 9-17--96 0 SHEET U �- cccl /A NN EXISTING 4 4'-011 EXISTING DRIVE U w Q 5/8" CDX PLYWOOD SHEATHING I— ONT PT 2X& NAILED W/ U } TAPCON ANCHORS AT 48" OC G J W f Q 4" CONC. S C ALUM >=LASS-ZINC TURN DN SLAB all I IL w p ROOF � SLOPE I 0 --7771 vo ' Q Q LU FIBERGLAS SHINGLES ❑ I ? �t OVER 30# FELT UNDERLAYMENT •a • I --I w c �c HDPT2 HURR 2)2 X 6 SYP 02 PLATE NOTE/// EXISTING WALL FACE CJ I U CLIP @24'10C PROVIDE (a" ELEVATION 4�_0" ---5 1/2" 51- 011 I 2 X 8 2d" o.c. W,/ 1p-1pd NAI S INSTALL 2) 12d T❑E NAILS EACH SIDE ❑ ABOVE DRIVEWA T (6 STAIR) 1 2 X 8 INT❑ DOUBLE 2X6 TOPPLATE I 2 X ( 24" o.c. CONT. PRE FIN. ALUM. SAVE I _ I I DRIP ONP.T. IX3 j I I Q8 I I LU _' 14'-0"I 2 X S FASCIA OVER - �4" CONC. SLAB W/ &X& I I U �� CONT. 2X END BLOCKING 10 GA WLJJM OVER PROVIDE (a E RESSII N R-30 BATT INSULATION cz I COMPACT FILL I IN SLAB FOR N WER 1 1 I 18" MONOLITHIC 5/8" GWB CE IL. PVC, VENTED SOFFIT L - - - - - _._ _._ _... _... - - - - - - - - SLAB EDGE I I (D I I -z 1) SSMC❑ TTP6 W/ 8-8d NAILS PT 2X4 TRIM BOARD _ I EXP. JT--10' ---- -- - -- - - - - - - - I o FROM DOUBLE TOPPLATE TO STUDS a 16" ❑C (EACH STUD) (VERIFY I5'-g � I R-19 BATT INSULATION Nr 11 E I TING WALL FACE _ _ � 1/2 GWB -. _ _ - _... - - - - - _ _ --- - - - - ---- - - -- - _ 1/2" GW5 OVER IPT 2X2 �U AT Iro" OC, 3/4" RIGID INSUL 10'-2" 3/4" STUCCO AND VAPOR BARRIER I, LOVER 1/2" CDX PLY SHEATHING FASTEN W/ 8d COMMON WIRE FOUNDATION I OI � AI �1 Q Q Q 0 " " , SDA Pl� � � � NAILS @ 3 ❑C EDGES AND 6 ❑C FIELD, INSTALL SYP#2 BLOCKING AT ALL HORIZONTAL JOINTS f 2X6 PT SYP #2 BOTTOM PLATE SCALE 11/4" = 110" Z 'L W/ 1/2' DIA X 10" ANCHOR BOLTS 2X 6 SYP#2 WOOD STUDS AT Q Y W/ 2"X2"X1/8" PLATE WASHE 16" OC } - L q AT 24" ❑C w 1) SEMCO HCPCR W/ 8-8d NAILS a 16' ❑C(EACH STUD) Q - Q � U 4X4 CERAMIC TILE 4" CT 1/2" ANCHOR BOLTS AT 48" ❑C IDLE VENT q 4" CONCRETE SLAB BASE BEYOND w/ 6x6 10 GA WWM LOPE DN 1" , .r �[ v EXP _ _ _ - - - - - -- �- �.- _ - - - - -- -�. _ - - - - �\ .• o co JT ko \� 2 #5 CONT 6 MIL VAPOR BARRIER o n OVER TERMITE TREATED TOP/PL 8" o COMPACT FILL 9' 12" FIBERGLAS SHINGLES 12" X 18" DEEP MONOLITHIC 4" CONCRETE WALK FOUNDATION W/ 2# 5 CONT WITH R❑CKSALT FINISH LL I � r I ' FLOOR LINEI STUCCO WALL MATCH DRIVE T � I & ECTION ( L E VAT I ON 5CAL E 3/4 1 ' _ 011 FLOOR L NE RAM I I FACE/ C3 /2 NOTE. HURRICANE ANCHORS MFG. BY SEMCO BLOCK FACE/6N-IVG FACE/ DATE y BLOCK 9-11-eSCJ 28,'-3 1/2 " J ES BEET PAST I AL SOUTH ELEVATION SCALE 1/4" = 110" 2 P L U W G M T, 0 010A �T t�. o I At-o Lv,� SYo 5 s VS,` t--LE�K Ot5s25 , L.A J -Z6:.. 5� z.� k� •A u N1 ',� q t-r' E d:�5 1 -'Z 151 W �@ �►TT I>�G v.�1 i t-� �vd-� ►-»cam SDv��"► �' c4 w D � AST i`/ '' ,�11. p�� ! U J �r CL 1-4TSb ll • I I � � ��i y -5 I D� l � ` VYL�• �a . `'C�.�� � Q � W II _j Z i ��ri�� �C Y�.�,. �0�t��., C0�p��+ t T'� �/l��c-t,•.3�rC..�7-� C� E• ~l Z G7 c�]t T t-t- U I sCorz.nd �+� r�=rz. `� aou, -3 4-5" �7C l SY l r•J� �•'�©ha T T"r4� j 1 N pOG7 C2.-. ��a���ta►-.1 f� o i.1 I��.� Sf.-•gyp '��r.�..a u.{ ! , I , I --__ — (►-a'C A k l~ To E1z_ r 2��c 5r � U - Nor• ; ��� `����t -O&.a �xr,a2=�5 . >_�._t ; I _ QQ Fl Lai ` a }--- LL L p U U � w ' 1{ (a • ,,^� N V! ~ � 4 r. Z"r I yz v m 172 , CO db t►a5Ui.0.i�� 4-,7.2 �J�c� � �- 1 / ti � CY G�04d` Y AA p r ry rr ` Y I K t�� l.. L®�[�. Ira r, G v-l►.� �-a N T'DQ 00r..)OC;c-TI orJ \ 'e '.aJG I� l ,� J ,r Tt'_ z �o w f h v re Y�cw DATE `Tdl LE 'r" _ L.aGCC� �oc�rn �\��tYlarl g17-gam SHEET 1vlcFaddeu A. Newell, PE C Consulting Engineer r 363-3C Atl•u►tic Boulevard M"_lj*jVA tlautic Beach, FG 32233 LLQ "'-r �ati o deo 'T`� �`J�-� �cg``C,u �� -k )- �r�bxz Y �S xz7 ��►�tP l,o .`�'�o,�� Docr coo" Z- T c3 $� !spy ��' Do.m� (. oC.,A-rtp#3 N u � - -- o w 1 zo , �Q r AE��' �� �. A►a U �u � F4�' ull��.l_. G P t 2 7 w hrt t� �7zP ;E `�'S /Z�7��.C. �7�'�'`P Lo cA.c►a� � >n � Q m Q QoL Ld —A i !-U 0 z i � a C, L tu Qo ri ou LU (L � e <1 � N � L.L O (0 l�- q -a SGS It-1 -;�= kl'5-t 0 d 4 YO ,tea z 5A Z P Y 8 DATE 701LET - I o 1 SHEET E - iR McFadden A. Newell, PE Consulting Engineer �F 363-3c Atlantic Boulevard Atlantic Beach,FL 32233 -c. r) -T-C> Awa -'70� 1 AF 22629 Pi - I'' 'All 10"I2j 1 A-, � A �'1 ---- ---a- + ,�_ __ . �__ �._ _ I + - I•/. 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JOB N o Y � �-� � --� ti Site Identlf Identification SiC n �.r.. -..._- -__.-.. r SHEET N O. � ARCHITECTS/ ENGINEERS/CONTRACTORS C�C , D ev - i I �-r.� Atlantic Beach, Florida DA.r,r, ISSUE OR REVISION DATE ISSUE OR REVISIT' N 1 X1551SI L4AJF- goy R/w I 1 I I y � *CJI v .I \ 240' ; �r awl. o w w w ffrrra rrw ■w ff# w w wrrf�wwwffff� s r� w w ww�lrlrwrrrar w w w rr wwwwrw w w b I � � I ♦ xl 1 . 1 N + I I `"�' U KIS)►Jr�L,E ll l� 1 UIQ ._ 1 � .:`; 1 � , u T �'t 13 SPACE$ GD r 10 1 1 A NOXIMAYE LIMIT OVN 40 F ` i 1� I I 1a Q ECTIVE CLEARINQ s 1;E1 DO I � + 111 1 r1 v, O I � 'I•-"" -`� � ' ' ; � , 14.5 I I u ip I APPROX LIMIT OF CLEARING'' 011 I I ( I SALES CENTER ' I i AND MODEL 1 f ` I ` � 1 I o f +, F.F. 15' I oe lop � 0 CCl2$ INL� I � 1 .• \ r. 13 5- t a � \ EXISTING TRIES TO REMAIN ` \ {\ ♦ ' 1 gxi5-n46 , I 1110 �� r C, 1 61 Been Yf1 w w �Ilwfrwwwff� Mw w on a w wll 111 � w iwlllwf�f,ll� w w )m w w w�r� wr M 1w rffil Iwl "t I►�r;. � . ,.,.,tr 340' 1 I � - COMFORT INN , � R 1 N T E D • I NORTH 'r+I,E HASKELL �U1vlrh„( y SCALE 1 — 20'0* m _ ._. .� • � 4 N vz ! I 1 i ( i r hitects a L��a;u�+ire I , s _ _ _ . - FLEET LANDING JOB t�0. ,���'� �� ..,. `� Tr"m1'J ,7r.-. � - :, � r SITE, UTILITIES . ... .; : . KENNETH L. SANDE S, T N cD.o.T , ,,may , ►�- INFORMATION CENTER KLAN SNE 201 ARCHITECTS/ FNS I N EERS/ CONTRACTORS CIVIL ENGINEER " syr X t7 „ , ” � �� - & DRAINAGE Na. I DATE ISSUE OR REV1910NA7 Issue OR vi�� a . Atlantic Bruch, Florida -ro s.. .. . ,�. ..�... -f Lr•.t ��51 '��1717P _. .. ..._.Y. .. .._.- _._._-'"-'. --. - .. -._ ...._. .._.-.-. ,__, .M...__..w,....w-.•-.+��'r.. :timr.+-,..-......r..or -rte-i t.— . . _w .. +...cmc...-.+. .r...`.- .w.-.n....... ...a,.-`-_-. .. - - ._ ,-, _.._. -.._ .. _-Y .r--.rw.. - .. .. ......-_.� . _.._ _ _ _-...a-u. .r.ii.. .ru ..._ _ 'vse._...., r.r. r.. ... .. ..,d..ic.w...-.v..—. - ._._-.... _—.- _.—._- ... ... _..... _ .. � ._ ,.. r.wtw..r,..,�. �.w..h.. . . .. ___`. - _ .. .. ._ d.v..2lVY�I.wl.__ .. r� , _ I a Iw ASSISI LN. Ij O I t 4 T--cvr'cw.rte co%vnr I F— \ O'L:vsx hFAR)M c I U cr rzii ssR!vsr-" �1- Y.n l� I L cd e 22' zLn Ii NOT--TO—SCALE Ar' fLI - :\ Q A PART OF- SECTION 8, Io- MUSH/P 2 SOUTH I RANGE 29 EAST, OUIIAZ COUN77; fZ OR/DA � (� tu 11.O V I elf ,0 -04.rf1w 'HdI E�o r ME w . R. I I \ ui z �NTloc-1 15' \ i - 0 - ! olli i r F-1-I�TIN61 P'PARt-ING; I I I J¢0 _Qj i I I I I a-a 22' \ � o I I I �-- PROPOSED rs' \ t!\ BUILDING � r = I I I F.F. EL=16.16 r c IrAr if. N II I4w simr simcco ', a' • `a 245.04' mss: ez-ry,ca ( ! _ U Ilk " �r QC I ! I ' rf-O '� I i 1 -rte Lu ( rr- SCALE — 1" -- .20' N FUTURE STORAGE EXPANSION r�,0 [uA , 1 D nf„ rt a o !!'b / -_.-.— ———————-----4--_ C_." ——�— - p� f�T T FURE 1 / STORAGES BUILDINGMp1 I r h J 'I•G o 0�„� i �� _ atir� 100• 120' ------------ --------.----------------------------- ' - AVZl II I I ; � ( { S 99 77SO H/ 41996 .T -1 ^ Y --- 1---_1---- --- i I ! \ 20' DATE -3- IZf(a NOTE: SEE CIVIL DRAWINGS DATED AND REVISIONS FOR ADDITIONAL SI-IEET SITE, GRADING, AND DRAINAGE IWOIRMATION `. �J WM f�M 1Y 4t +2 --03 I -s7 avi - v R P (I s suE 2/"1/gG. i .k MAP SHOWING SURVEY OF A PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF FAIRWAY VILLAS, AS RECORDED IN PLAT BOOK 39 PAGES 22 AND 22A, OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 01?4210" WEST, ALONG THE EASTERLY RIGHT OF WAY UNE OF MAYPORT ROAD (STATE ROAD A-1-A, A 100 FOOT RIGHT OF WAY AS NOW ESTABLISHED), A DISTANCE OF 1310.37 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 01?42'10" WEST, AND ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 30.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 5679.58 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID EASTERLY RIGHT OF WAY UNE, A DISTANCE OF 216.27 FEET, MAKING A CENTRAL ANGLE OF 02?10'54", AND HAVING A CHORD f UQ BEARING OF NORTH 00?36'43" WEST, AND A CHORD DISTANCE OF 216.26 FEET; THENCE NORTH 88?17'50" EAST, A DISTANCE OF 240.00 FEET; THENCE SOUTH W 23?09'59" EAST, A DISTANCE OF 264.57 FEET; THENCE SOUTH 88?17'50" WEST, A DISTANCE OF 340.93 FEET TO THE POINT OF BEGINNING. CONTAINING 71,730 Z ut rh SQUARE FEET, OR 1.647 ACRES. MORE 'OR LESS. <t1) m ' t zti -� Qtoq z LLI O OFFICIAL RECORDS VOLUME 5963, PAGE 676 \ w L- %U I -- Q o U► ( 190.00' IRON - I ) s>nr , 24 00' -- -� � trx , N 88°17'50" E {LI O O pm u. aa� t U <1 Q CONCRM WMW W GNRON A N v CONCRETE PARKING AREA �'"`�, q N N \ C s z o \ U a s m > II 2IL \ \ Q aZtti 2.t' �r l J J w > t J b.t II 11 a t¢ 0 1 r w 23 u 0? taw' \ �' �;R 1 Ym STORY STUCCO OFFICE d v I� �% \ �lel- ::ENa. o � Ln �LlC `[�YI co _N N4 16� Off' � ��\ 127 (/) 64.5' 1 �\ , WALK 11 l Lj 1. 28.x' tom+ O z O <r �I p NEW BA N ADOMON OCATM \ l BASIN plp�, 1 �32Y8 \ O PNCO GC O Se O _.: c) FOL I340.93 s 88PIM L °17'50" W wEt-� ( S 88?18'06" W 299.49' IRON -- IRON ) � POINT OF BEGINNING , OFFICIAL RECORDS VOLUME � i 6221, PAGE 1521 OFFICIAL RECORDS VOLUME 5991, PAGE 573 \ I I t \ DATE - ' 5NEET g SITE PLAN SCALE 1 = 20 ip t i