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Atlantic Boulevard 665 (3) F 1 ....... ti I ABBREVIATIONS CONTENTS K , 000 COVER SHEET AND EA. EACH JAN. JANITOR R. or r. RADIUS �a7 AT E.W. EACH WAY JT. JOINT REINF. REINFORCEMENT CENTERLINE E. EAST REQD. REQUIRED S I--0 01 SITE PLA N 0 DIAMETER OR ROUND ELEC. ELECTRICAL RD. ROOF DRAIN CLIENT # POUND OR NUMBER E.W.C. ELECTRICAL WATER COOLER K.P. KICK PLATE RM. ROOM 1 EL, ELEVATION ELEVATOR 1Kc . iocic v Dowty R �la>=RH OPENING A-000 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS wine warehouse AFF. ABOVE FINISHED FLOOR EMER_ EMERGENCY Atlantic Boulevard A.C.T. ACOUSTIC CEILING TILE EQ- EQUAL ADJST, ADJUSTABLE A-001 FLOOR PLAN AND FINISH SCHEDULE Atlantic Beach, FL 32233 ADJ. ADJACENT EQUIP. EQUIPMENT' LIN. L INDLEUM SECT. SECTION E.F. EXHAUST FAN LAV. LAVATORY 5HT. SHEET AGGR- AGGERATE EX15T. EXISTING LT. L IGHT SHWR. 5HOWER A.H.U. AIR HANDLER UNIT EXP. JT. or E.J. EXPANSION JOINT LG. LONG SIM. 51MILAR AR ALT. ALTERNATE EXP. EXPOSED 8 5. SOUTH A--002 EXTERIOR ELEVATIONS, DETAILS AND DOOR & WINDOW SCHEDULE °"ITEaT AL OR ALUM. ALUMINUM EXT. EXTERIOR S.C. SOLID GORE L ANGLE MH MANHOLE SPEC. 6PECIFIGATION5 VIA Concepts, LLC j AD. AREA DRAIN MFR MANUFACTURER 5Q. SQUARE 241 Atlantic Blvd., Suite #5 A.P. ACCESS PANEL FT. or FEET M.O. MASONRY OPENING 50.FT. or 1� SQUARE FEET A-003 BUILDING SECTIONS AND DETAILS Neptune Beach, k 32266 MAX MAXIMUM 5.8. 5TAINLE55 STEEL F.A. FIRE ALARM MECH. MECHANICAL STL. STEEL FL «e No. r02000602952 . BM. BEAM F.E.C. FIRE EXTINGUISHER CABINET MET. . MTL. METAL 5%. STORAGE B►TUM. BITUMINOUS F.E. FIRE EXTINGUISHER �7 BLKG. BLOCKING FIN. FINISH MIN. MINIMUM 5TRUCT. STRUCTURAL A-004 REFLECTED CEILING PLAN AND DETAIL.' BD. BOARD F.H.C. FIRE HOSE CABINET MIR MIRROR 51.15P. 5U51FENDED STRUCTURAL do MEP BOT. BOTTOM FIXT. FIXTURE M15C. MISCELLANEOUS SYM. SYMMETRICAL BLDG. BUILDING FLASH, FLASHING MTD, MOUNTED 5/TR SINGLE LEAF DOOR W/ TRANSOM A-005 BUILDING SECTIONS AND DETAILS Cusick Engineering and Construction FL. FLOOR r ' 2426 Clemson Road CAB. CABINET FD. FLOOR DRAIN Jacksonville, FL 32256 CPT. CARPET FLUOR. FLUORESCENT N. NORTH TEL. TELEPHONE G B. CATCH BA61N FTG. FOOTING N.I.C. NOT CONTRACT TEMP. TEMPERED S-001 F O U N D A T I O N PLAN AND STRUCTURAL P ' FON. FOUNDATION NO. or NUMPER TWR THRESHOLDCML. OR CLG,' CEILING FR FRAME N.T.5. NOT TO SCALE T.O.S. TOP OF STEEL GTR CENTER FURR. FURRING T. TREAD ELECTRICAL C.T. CERAMIC TILE TTP. TYPICAL S-002 STRUCTURAL DETAILS CL, CLOSET OFF. ON CENTER Church do Company COL. COLUMN GA. GAUGE OPG, OPENING U.O.N. UNLE55 OTHERWISE NOTED 10748 Deerwood Park Blvd. CONC. CONCRETE GALV. GALVANIZED OPP. OPPOSITE U. URINAL MP-001 MECHANICAL PLAN, PLUMBING PLAN, DIAGRAM AND NOTES Jocksonviile, FL 32256 GONG, SLK. CONCRETE BLOCK GL GLA55 C.M.U. OR CMU CONCRETE MASONRY UNIT O.D. OUTSIDE DIAMETER G.B. CONST. JT. CONSTRUCTION JOINT GRAB BAR O.A. OVERALL GYP. GYPSUM O.S. OVERFLOW SCUPPER 1 1. , C.J. CONTROL JOINT G.W.B. or GYP. BD. GYP5UM BOARD O'HD. DR OVERHEAD DOOR VERT. VERTICAL E-001 SITE PLAN, AND LEGEND CORP. CORRIDOR C,5. COUNTER SINK VEST. VESTIBULE V.G.T. VINYL COMP061TION TILE PR PAIR V.W.C. VINYL WALL COVERING DET. DETAIL H. or HDW. HARDWARE P, LAM. PLASTIC LAMINATE E—002 LIGHTING PLAN AND NOTES DIA. or 0 DIAMETER HT. HEIGHT fE or P. PLATE DIM. DIMENSION H.C. HOLLOW GORE PLYWO. PLYWOOD D15T. DISTANCE H.M. or H.MET. HOLLOW METAL P. PAINT W.G. WATER CLOSET E-003 POWER PLAN, SCHEDULE AND NOTES DR DOOR HORIZ. HORIZONTAL W/H WATER HEATER - PO.T PORCELIN TILE DBL. DOUBLE HB. W05E BIBS P.H. PANIC HARDWARE WP- WATERPROOF DN. DOWN PNL. PANEL W.R.. WATER RESISTANT D.S. DOWNSPOUT W. WEST D. DRAIN WOW. WINDOW . DWG. DRAWING ID. INSIDE DIAMETER (DIM) W/ WITH D.F. DRINKING FOUNTAIN IN5UL. INSULATION QTY. QUANTITY W/O WITHOUT D/TR DOUBLE LEAF DOOR W/ TRANSOM INT. INTERIOR Q.T. QUARRY TILE WD. WOOD MATERIAL LEGEND. DRAFTING SYMOLS. GM.U. CONCRETE STEEL BATT INSULATION EARTH WOOD BLOCKING PLYWOOD RIGID INSULATION FINISH WOOD -'" R E V I E W r D Uacks0nvi;1e Fare Frev,�ntion Div, ` � OCT 0 ( 2003 . � . 5UILpINCx SECTION � INTEI`'fOfiz ELEVATION �NU EXCE:�'71UrVS j] Exc PriJNj AS NOTED '% DETAIL OR SECTION IDENTIFICATION ELEVATION IDENTIFICATION SNEEr A-002 DRAWING SHEET ON WHICH SECTION DRAWING SHEET ON WHICH ELEVATION 15 DETAILED 5 DETAILED N0, REVISION/ISSUE DATE 1.Thb a�ro+wd rwNr!mai� Ihgd ACCESSIBLE , REFERENCES. ' doninQ, iuhdirbioll •qd atMt a dayslopenrM 1�i1�t10rM1. dos,w donatit� ODW Drat for!iM la:uanaar d1{f{ rmlR>A, C01npHanra with flaida eu�i»p Codi arsd aN cow IcapN must be v by+19notb"of �Atiantlo WA state Federal ents DETAIL c TA I Beach euidind oftw PW to I�w.nq a1• DETAIL OR SECTION IDENTIFICATION ,DETAIL IDENTIFICATION BW14kv PKv� Appvvsd Ir-- PERMIT 36 :AHI T Da e>.9.9=12 D� NG SHEE IS" MIN_ IS" MIN_ 3611 MIN. � 54" MIN DRAWING SHEET ON WHICH SECTION DOCUMENTS 15 DETAILED �,.r ,... ... .»... ... r. �� A P P R g V E o X55 455 91'; 3� MIN. 13�m 121, MIN. �11Y OF ATLANTIC 6EACH 12" MIN. 12" MIN_ 42" MIN-" 30g BUILVINO O�fiCS 305 30�a n M r--DENOTED AREA BEING It DETAILED 1 2! Z (P %Q (P_ z _ n� FCLEARLOOR a an i ix 0 a n E cn �C < � SPACE is n n o+ 430 915 1 LOOK LEAR1 `v `9 TOE " 110 1 I SPACE= l (P � CLEARANCE -, L _ _ ®Max F,00M IDENTIFICATION KNEE CLEARANCE WOME (e) r�) a" Mlt+i ELEV,4Tf�N ROOM NAME --- I - _ CONTENTS, GENERAL NOTES 46" MIN. 3® MIN 205 MIN. ® ROOM NUMBER r r .1 SYMBOLS AND loam '160 ELEVATION IDENTIFICATION ABBREVIATIONS CLEAR FLOOR SPACE BACKWALL SIDEWALLIDENTIFICATION KEY PLAN y �' J AT WATER CLOSETS GRAB BARS AT GRAB BARS AT CLEAR FLOOR SPACE LAVATORY DOOR I DENT IF I CST I DN 00030507 ASV xs';�5 0 =02-03 (NOT IN SCALL) WATER CLOSETS WATER CL06ET6 LAVATORY CLEARANCES DRAWING SHEET ON WHICH SECTION f=LAN IDENTIFICATION ONLY � ` j 15 DETAILED �; _ ��,,h, PROJ. N0. DWN BY, �,Si' -' E x, ,,". DA1rn-,,,' C POOR IDENTIFICATION_ 000 �pF ....•� . a� ` ,� iia �,r.'v r� ; � . I. i i i ..._... LAND5C,41ING NOTE : I. NEW UNDERGROUND IRRIGATION SYSTEM WILL BE INSTALLED AT 1. 51TE AREA: 12,133 S.F. (0.26 ACRE) ALL NEW LANDSCAPE AREAS ,�y WINE 2, ALL PLANT MATERIAL SHALL BE QUARANTEE FOR ONE YEAR AREA EXISTING REMOVE APE) NEW / - ' AFTER THE G.O. BUILDING 2,311 2,311 2,585 9'0 2,585 21 PERVIOUS 135 0 588 1,099 lat C 3. TREE TRUNK CALIPER 51ZE TO BE MINIMUM 2" DIAMETER AND MINIMUM IMPERVIOUS 9;681 1,19'1 0 8,449 10% WAREHOUSE 10 FEET TALL. TOTAL 12,133 3,506 3,508 12,133 100% 4.ALL PLANTS SHALL BE LABELED OR INVOICED AS FLORIDA GRADE 1 2. PROJECT GON515T5 OF A I-STORY STRUCTURE FOR A WINE RETAIL OR BETTER NURSERY STOCK. STORE WITH SITE AND LANDSCAPING IMPROVEMENTS. 5,LANDSCAPING BEDS SHALL BE FREE OF ROCKS, CLODS, CONSTRUCTION DEBRIS 3, ZONING: CG-COMMERCIAL GENERAL. OR BUILDER'S SAND. IF THESES ARE ENCOUNTERED, THE)' WILL BE EXCAVATED CLIENT AND REPLACED WITH GLEAN FLORIDA FILL, PH 55-�0.5. 4, TYPE OF CONSTRUCTION: v UNPROTECTED, UNSPRINKLEP. �� • .... TRE. g PROTECTION: 5. PARKING: 11 PARKING SPACES INCLUDING 1 H.G. ARE PROVIDED. ��' Wine Warehouse TREE BARRICADES WILL BE BUILT BEFORE ANY SITEWORK 15 UNDERTAKEN 6. BUILDING MAXIMUM HEIGHT: 25'-0" AND WILL REMAIN IN PLACE UNTIL THE LANDSCAPING 15 PLANTED. EACH F /Pf 8 645 Atlantic Boulevard BARRICADE MUST ENGLOBE AN AREA EQUAL TO AT LEAST 2/3 THE 1. EXISTING SITE DRAINAGE PATTERN WILL REMAIN,NO NEW IMPERVIOUS ----_..� G Atlantic Beach, FL 32233 DRIPLINE OF THE TREE CANOPY, IT 15 NOT NECESSARY FOR THE TREE AREA WILL BE ADDED. EXISTING PERVIOUS AREA WILL BE INCREASED. TO BE IN THE CENTER OF THE BARRICADE TO GET THE REQUIRED AREA BY 588 5F.WITHIN THE PROTECTION ZONE. BUT THE NO CLOSER TO THE TRUNK AT ANY POINT THAN 1'. BARRICADES E SHOULD COME USTCJTURD IYANT AVE. �NG sr. � s ry BE AT LEAST 3 FEET TALI. AND MUST BE CONSTRUCTED OF EITHER � ,QOl�'� ARCHITECT �7 �`'G/ WOODEN CORNER POSTS AT LEAST 2x4 INCHES BURIED AT LEAST I FOOT ORDINANCE NO. 90-01-112 A(Lc 315 DEEP. WITH AT LEAST 2 COURES OF WOODEN SIDE SLATS AT LEAST Ix4 INCHES VIA Concepts, LLC WITH COLORED FLAGGING OR COLORED MESH ATTACHED, OR CONSTRUCTED CITY OF ATLANTIC BEACH P �I;p��p LING OF I INCH ANGLE IRON CORNER POSTS WITH BRIGHTLY COLORED MESH ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATION y 241 Atlantic Blvd,, Suite #5 CONSTRUCTION FENCING ATTACHED. ROOTS LARGER THAN I INCH DIAMETER Neptune Beach, FL 32266 UNCOVERED DURING CONSTRUCTION MUST BE CUT CLEANLY AND RECOVERED ZONING: COMMERCIAL GENERAL DISTRICTS (CG) SECTION 24-111 1 - _ FL LLC N0. L02000002952 WITH 501L WITHIN 24 HOURS.NO CONSTRUCTION MATERIALS OR EQUIPMENT RETAIL SALE OF BEER AND WINE 1340 WILL BE PLACED INSIDE THE TREE 5ARICADE5.NO GRADE CHANGES WITHIN EXISTING POWER POLE BARRIGEDED AREAS, LOT SIZE MIN. 5000 5F/12,133 BF PROVIDED p-1 / � STRUCTURAL da MEP LOT WIDTH MIN, 50FT/88 FT PROVIDED D-2 LOT DEPTH MIN. 100 FT/142 FT PROVIDED D-3 MULCH: PINE SARK 'MINI NUGET" MINIMUM 3" DEEP AT ALL •� � �_Q_(�. O Cusick Engineering and Construction LANDSCAPED AREAS w w w �- / / 2426 Clemson Road SETBACK REQUIREMENTS IRRIGATION: NEW LANDSCAPE IRRIGATION SYSTEM SHALL BE INSTALLED FRONT 20 FT MIN-r12 FT PROVIDED EXISTING w w w / / Jacksonville, FL 32256 AT ALL NEW LANDSCAPING REAR 20 FT MINI12 FT PROVIDED PO REMAIN w w SIDE 10 FT MINJ12 FT PROVIDED RASH 4" THICK CONC. SEE BITE PLAN FOR WIDTH BUILDING RESTRICTIONS w w w w PAD W/ oOD FENCE ,/ / ELECTRICAL W w w AROUND R AREA. NEW UTILIT MAX. IMPERVIOUS SURFACE 10%/10% PROVIDED F-1 w w w / TRENCH Church & Com an 1/8„/FT 3000 PSI CONCRETE MAX. BUILDING HEIGHT 35FT/13'-4" PROVIDED F-2 w w w w p y SLOPE o I w 10748 Deerwood Park Blvd. 4 •,, A A, ASPHALT PAVEMENT FLOOD ZONE PROPERTY 15 NOT IN FLOOD ZONE w Jacksonville, FL 32256 BASE PARKING REQUIREMENTS: w ELI=ctRic tyi TER ;= °� ° ° ° SECTION 24-161 . .. DOWi�15F'OUT DOWNSPOU ' I III I I \��\//\� DESIGN CRITERIA 5USINESS/COMMERCIAL BLDG. G-3 °��GDNC.I=ILL D \�� - SUBGRADE 1 SPACE PER 300 G5F GUTTER GALV. STEE . /��///� 2,585 GSF/300 G5F-J SPACES MIN. POLLARD 10 PARKING SPACES WITH 1 ACCESSIBLE 450 If PARKING SPACE - TOTAL OF 12 SPACES PROVIDED CLEAN COMPACTED „ ROOF TOP FILL 6 10'x20' PARKING SPACES F-I UNIT 12'x20' ACCESSIBLE PARKING SPACE F-2 :SNE-WAY DRIVE - 12' WIDTH MIN. F-3 I SLOPE TYP. FLUSH SIDEWALK DETAIL TWO-WAY DRIVE - 22' WIDTH MIN. F-3 I%"/ FT. N.T.s. I I , EXISTII�NG GRA[E TO f SEE 51TE PLAN FOR WIDTH REMAIN ' A5 IS' 0 L. R-20 SINGLE PLY 11/811/FT 3000 PSI CONCRETE 60 MIL. MEMBRANE SLOPE a ° +,• ; e . PARAPET III I I ° ASPHALT PAVEMENT " ° BASE NEW CABBAGE 8..I PALMS7 SLOPE I III- FT. 45' \\ \\ \\ \ — SUBGRADE , - �� CLEAN COMPACT I=D �� 2-46 ANCHOR PINS w y GONG.STEEL. FILL 8 ", GALV. STEEL. EXf371NCrt X025 " 16" LONG I w POLLARD S HICsI{ }�e4LM'' FIB�REINF. EXT. S° w 1r1C1-1:P�4f;i'(` ATLANTIC BLVD. TYP. PAVEMENT DETAIL CONC. CURBw W I 16' HIGH PALM '� w ADJACENT TO SIDEWALK N.T.S. w w w w �N Www w 4000 PBI N.T.S. „ TYPE 11 CEMENT w w w 2-04 BARS w w w �• 1 1/4" TYPE 5-111 ASPHALTIC CONCRETE w w w °° °° o O o °p 6" LIMEROGK BABE, COMP. TO '55% i I - EXISTING 625 w O w 0 w w ATLANTIC BLVD. I MODIFIED PROCTOR DENSITY, LBR 100. 46 \/ 12" STABILIZED SUBGRADE, COMP. TO gw y w w '38% MODIFIED PROTOR DENSITY, LBR 30. w w LANDSCAPE ISLANI TYP. ASPHALT PAVEMENT DETAIL WHEEL STOP DETAIL CONIC, UR5 coNc. CURB N.T.S. N.T.S. NO. REVISION/ISSUE DATE ABOVE GRADE SIGN BEARING a EXISTING PARKING INTERNATIONAL SYMBOL OF CROSS CONNECTION 12" AGCESS'31LIT'f'-� n TO REMAIN \�-GONC. WALK MIN. 44" 7 USE ONLY FTP-25' - BEE SITE PLAN TYPE H.G. SIGN _ _ u I WATER METER F.V. EDGE R v FREON05ACKFLOW w PROPERTY WHEEL STOP SECURED NEW LANDSCAPE ISLANDS PERMIT O W/ l2) ��" DIAMx12" w .� WITH 6" CONIC. CURF3, REMOVE USE ONLY FTP-55- - 6"x6"x6'-0" GONG. w w w EXIST. PAVEMENT A5 REQ'D. DOCUMENTS TYPE H,C.SIGN WHEEL STOP SECURED d`�lZ z�a� WITH (2) 112" DIAMx12" w y w EXISTING SIGN AND SIGN MOUNTING w ,UPFORT SHALL 8E IMPROVED A5 PER j C 2" O.C.METAL P05T '� 6" BLUE LINT: w APPLICABLE CODES AND ORDINANCE$. ��► OR EQUAL 0 z REMOVES WORK TO 8E PERFORMED UNDER - 6" WHITE LINE Ow EXISTING SEPARATE PERMIT. PROVIDE ELEC. 6„ WHITE LINE ua r w PALM a w CIRCUIT TO ILLUMINATE SIGN A5 REQ'D. O TOP OF FIN.GRADE m WHITE LINES le EXISTING OR GONGJA.C. O MIN. w w w w w w w w PLANTER w w w w a' 5'x5' WHITE ,OD INTERNATIONAL EXIST. CONC. WALK EXIST. DRIVEWAY EXIST. CONIC. WALK EXIST. DRIVEWAY -- EX15T COTIC. 10"xl0"xl2" LONG, c� AGGE8515LE PARKING 5YM50L OF TO REMAIN TO REMAIN �,.., WALKS FOOTING AS REQ'D. SPACES AND PARKING AGCE5SIBILITY AISLES SHALL BE LEVEF- � — �" � F r n,E �VOAAI ` �\ SITE PLAN WITH SURFACE SLOPES I NOT EXCEEDING 1:50O c, ( I EXIST. ELEC. POLE frED f ,Pr/f�5r; A"TL 4IJ'rfG �r Is 0. KEY PLAN (29e) IN ALL DIRECTIONS/ y — ZEX15T. n . ,. •, J GRASSED AREA `` EXIST. GRASSED Ai-:EA >!S TgIVc6: '1 �clrLv//1lCr 3�U �F�1` 00030622 ASV .•AS ` W 0902-03 PROJ. NO. DWN BY`` at:'A DATE ,ATLANTIC 5OULEYARD � - TYP. TYP. TYP. SITE PLAN, � �� a,�, �rf=�K ��� SI�-���PARKING SIGN PARKING SPACE HANDICAP SPACE �� G� � SCALE:1 :10 N.T.S. N.T.S. N.T.S. 44.5, AfteLnfiic, P�14 ' G WINE .4 ."3 WAREHOUS 2ro'-4" 6'-4" 4'-51' 7'-4" 19' 4" f II CLIENT GONG.FILLED ELECTRICI I 6ALV.STEEL. METER ( 00� ( � 5OLLARD IU/ Ione Warehouse I �./ PVC CAP 645 Atlantic Boulevard ' I Atlantic each, FL 32233 - - - - - -- - - - - - - - - - - - - - - DUa F_ ARCHITECT RECEIVING I BUILT-IN r -�,-6, i'-�, 10c� COUNTERS 0 ME ME - 0 r VIA Concepts, LLC I \ I (N.I.ca 2a 2 241 Atlantic Blvd., Suite #5 I WINE u Neptune Beach, FL 32266 TASTING 00� 005 3C CAL. FL LLC NO. L020DOW2952 BUILT-IN ry AREA IUATERHEATER - ( SHELVES 108 NEW - H W. STORAGE - - - -- - -- L_ _._.. _.. .._. --•- _ - - - - - (N Lc) PANEL / 10� � ER'sLA65 9 STRUCTURAL h MEP 1 CORR I F OCR MOP 10, Cusick Engineering and Construction 2426 Clemson Road - 7 Jacksonville, FL 32256 21'-0" f -' ' 4 r - - - _. .._ - - - - - --- - - - --- .- - -- I _ 8 ELECTRICAL • Church do Company \ BUILT-IN COUNTERS va> TANCE I 10748 Deerwood Park Blvd. I ( (N l ca I `� Jacksonville, FL 32256 I e I / I RETAIL GALE" I `� COLINTE AREA I � ui 103 I I 101 i I ( $,-fin TYP• 3'-9" I 1 fj I 1 � ( 27'-4" 21..5' 002 I REFRIGERATED OFFICE CA5ES.(N.I.C.) L -- - - -w- - - - - - - -- � e � "� 102 1 - POINT If ' I INFLECTION �. S}- m FURNITURE I IN GROUND -. - . - - - .•-- � FLOOpLICxi-ITSL � i L �; . . • •N . � f � r � ' I 1 ..' A - I POURED. -ASIATIC JASMINE. O 1� CONC.FILLED C�5ILL, I TO 5E.PL.ANTED .'' I GALV.STEEL. It^l PLANTER SOLL,ARD W/ y �� 0w A-D PVC CAP 8t/2 2'--1 -11 NO. REVISION/ISSUE DATE -OOz FLOOR PLAN FINISH SGHEpULE LEGENQ, PERMIT STAINED CONCRETE FLOORINCz. PAINT: EXTERIOR FIN15H COLORS: ASIATIC JASMINE 5GF-I MANUF: - P-I i"1,4Nui=: TO Bl= SELECTED OI MANUF: JENGR)=TIr STUCCO FINISH SYSTEMS DOCUMENTS 12" = 5TYLE: - 5TYLE: TO BE SELECTED COLOR: 0339 SANDTAN COLOR: - COLOR: TO 5E SELECTED _ IINISH rJCEIaUL0 MANUF: JENCRETE STUCCO FINI545Y5TEM5 - VINYL COMPOSITION TILE: COLOR: "064 DUNE - 1 f SPACE F'NLOOCZ WALL$ CF-ILING VCT-1 MANUF: P-2 MANUF: TO BE SELECTED DRIP EDGE STYLE: - STYLE: TO BE SELECTED Q MANUF: TO 5E SELECTED PROTECTIVE NORTH SOUTH EAST WE5T COLOR - COLOR: TO BE SELECT)�D STYLE: TO BE SELECTED 4° CONC.CORE COAT MArRIC DESIGNATION MAT. FIN. 8A5E MAT. REMARKS COLOR: TO BE SELECTED TOPSOIL T 111111111=VIII II - WATE 1Wj MAT. FIN. MAT. FR MAT. FIN. MAT. FIN. CARPET: 101 RETAIL AREA CONC. SCF WO GYP. 5D. P- GYP. BD. P- GYP, 5D. P- GYP. 5D. P- EXP- CPT-1 MANUF: - P-3 MANUP: TO 5E SELECTED MANUF: TO 5E SELECTED CLAY----------- ° - 1:XT. WALL 5TYLE: - STYLE: TO BE SELECTED FLOOR PLAN/ 5TYLE: TO BE SELECTED STUCCO FINISH - ; ,� - BLDG 102 OFFICE CONC. CPT WD GYP. 5D. P- GYP. 5D. P- GYP.5D, P- GYP. 5D. P- G`N'P, 50 COLOR. - GOO TO SELECTED COLOR: TO 5E SELECTED .- 103 5ALE5 COUNTER CONC. SGF IUD GYP.BD. P- GYP. BD. P- GYP. 5D. P- GYP. BD. P- GYP. BD COLOR: FINISH SCHEDULE 104 STORAGE CONC. 5CF WD GYP. 5D. P- GYP. 5D. P- GYP. BD. P- GYP. 5D. P- GYP. 5D KEY PLAN I OLIE CiRAYEL 105 WOMEN CONC. PT PT GYP. 5D. P- GYP. 5D. P- GYP. 5D. P- GYP. BD. P- GYP. 5D FINISHES GENERAL. NOTE$: PORCELAIN STONEWARE: 00030622 ASV AS 106 MEN GONG. PT PT GYP. 5D, P- GYP. 5D. P- GYP. 5D. P- GYP. 5D. P- GYP. 5D I. PAINT WOOD TRIM ljC� ID O DATE 2. PROVIDE TRANSITIONAL STRIP BETWEEN DIFFERENT FLOOR PT-1 MANUF: PORTOBELLO PROJ. NO. DWN BY s CAlF QATE r 101 CORRIDOR CONC. 5CF WD GYP. 5D, P- GYP, 15D. P- GYP. BD, P- GYP, 5D. P- GYP. 50 FINISHES. CONSULT ARCHITECT In STYLE- GALLERIA D'ARTE/MARMI PLANTER DETAIL 108 WINE TASTING: AREA CONC. 5CF WD GYP. 5D. GYP. 5D. GYP. 5D. GYP. EXP. COLOR: PUGGINI BEGS V3 , 1 4.; 3. PREPARE 5U55TRATE ACCORD INC TO MANUFACTURER'S WRITTEN �9 rt i NO: 90216 UNPOLISHED (12 x12 ) K ,� 7 �7 A--D01 ' " 109 RECEIVING CONC. 5CF: WD GYP. 5D. P- GYP. 5D. P- GYP. 5D. P- GYP. 5D. P- EXP. RECOMMENDATIONS TO EN5URE ADHESION OF PRODUCTS. (� 1 ��, M SCALE:J7/4 -1 -0 PT-2 MANUF: PORTOBELLO A� V 1 ), ` 07 1 4. CONCRETE 6U55TRATE SHALL BE PREPARED IN ACCORDING TO A5TM P110, G 5TYLE: GALLERIA D'ARTE/MARMI f} ' 5. APHE51VE5, WATER-RE515TANT TYPE RECOMMENDED BY MANUFACTURER COLOR: PUGGINI SEGS v3 l r y c.4 r TO SUIT RESILIENT PRODUCTS AND 5Ug5TRATE CONDITION INDICATED. = "� N0: 90196 POL 151 IED (12"x12") 5•. ' r `;C�` I I i . ._. ._._ .. _-...----._._. _ -- -_._ _ _. _ . UL WINDOW SC;HEDF. O I>* � WINE I CL 3 TYF. -��, TL.COPING PORCELAIN STONEWARE TILE OF LOUV `v o (SEE FINISH 5CW� WINDOW WIDTH HEIGHT TYPE MAT, LEVS 51ZE TYPE MAT HEAD JAMB SILL 2 3 a' Remarks WAREHOUSE I .. . . I - - . . � . I - . . �_ 113'^411 A.F.F. TOP OF CONC. - - _ - - ..l�n..i f•1° .�• ,t ...\:� 1: . y,• ...s• y ,*,"- ,.1.. •7 A X11^/JINN LI^SII ALUI 1. �/ID02 `•#/!G/�2 • +,•.;.:fir,', :`� :" ya,.y��` . Fi K/ 7 PROVIDE TINTfNCs Is . :,:'"•i• ',rte. ,�/"\, -,\: :.y,• 0ry r 2 -::'",. 1 .1 1 4/002 - 4/002 PROVIDE , , , ''.r. - -mm ;:N:' •`;M1 .,�r,., ALUM. PR DE TINTING r s �, a S' 3-4 " - - - ,;.r J„ i` _.�, '. F =:, . G 4-2 ALUM. 4/ID02 d/tTID2 PROVIDE TINTING IA 5::.`" s: f `�', D 31-511 4-2 - - - - - WD. - - - ONE-WAY MIRROR GLA55, JOB-BUILD . . . MTL.FASC ,�a , E �� +N' , z M. T' 1 N 1 Ri: I.�"N .I-I 1, 1. . F ..1. I I I . I .. . , Y`v, 1 • �w` E -4 2 -0 - - - - - ALUM. 4/002 - 4/002 - j = CLIENT In 1m8'-0" AFF. L I I ....__...." I I I I I . I I - 11 . I . 1. I I . ,, 1.i , I I I I . 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T• 71,-All 31-411 /_1-4�1 ELECTRICAL I e- 112'-I II Y J KJ ' .d. �•,• II 1 �� II 11 1 11 11 11 1 " II TOP OF STEEL , . . 1 1 1 l 2 3 -0 2 2 3 -0 2 2 6 .0 2 r ' .30 3 ^0 3 ^0 Church Com an . 1.1 . PY .. < ,r s .. •• N er Blvd. 10 wood Par z I 2 I 2 74$ De k BI O. 0 O. , 1. .. nv Ille FL 3 Jacksa 225fi 1 MTL.F ASC IA .. 1 . . .., PROVIDE . P RO D NE WINDOW FOR 11 coo. II 11 108-0I I 1�% .j DOOR 003 - 1'-4" VARIES1. c4 ONLY. - cp 0 a 4 5U 411=D . . . N iw.IP-5.oN IN L i 1 CONC,FORM SYSTEM I SPECIAL �t , • - MESSAGE 1 ,,r' C .' ,2, o O o O a BoaRD v O' O`..';. 1. . ' . , , . :. - I , .. FLUSH SOLID INSUL.HOLLOW HOLLOW METAL 1 F-2 F-3 . . 1 1 3 0 CORE WOOD @ METAL W/GLA55 O W/6LA55 WOOD FRAME HOLLOW METAL HOLLOW METAL „. . . Sl 4 ,,t I • .. FIR, FRAME 1. N n -km2 ,`.. r , 1(D01-01j , , .'.w 100'-01, NO- 5' I : . CONC,FILLED 8 f IV FIN.FL. FIN FL. -711 •TI_8" -11_8" �1-811 8'-,q." I.ALL HARDWARE TO MEET HANDICAP REQUIREMENT GAILY.STEEL. Ii BOLLARD C.J. G.J, G.J. C.J. 2• VERIFY ALL DOOR HARDWARE AND KEYING W/ OWNER 3. ALL DOORS ARE TO BE $CLIP CORE EXTERIOR ELEVATION ' 13 ' 4. PROVIDE ALUMINUM THRE5HOLD AT ALL EXTERIOR -- -- - DOOR SILL. SCALE:1/4"-1 '--0" PROVIDE PROPER TEMPERi=D GLA55 SUPPORT FOR"VAC MTL.COPING BEYOND- DOOR DDDR (SEE 9GHl.) 2 UNIT ALUM.GLITTER-_-) UTTER DOOR A5 mm TVP. SCHEDULED HANDICAPPED SWEEP 11�'^0, HANDICAPPED ,. " TOP OF CONC. GONG. BLAB THRESHOLD (MT) THRESHOLD (MT) ''•., "' ; .. .. A lv ll powN6POUT SEE S�RUGBTJ SE N SE ANT • �' THRE5H10LD- l5i E STRUGT,) SET IN SEALANT `­- :�.,N.6. l SEE SGHa . - (SEE SCH.) I ? ► , O 0 :6. , O a G A65' FIXED L d v -_ 4 • 16 MTY 1=A5GI A. v WINDOW1. . , v 4 16 • • 911" . E c J. . o N _ . . . •,... " 1. 1. 5 r r.. SILL DETAIL DETAIL 6 . SILL DETAIL .. 1 2 3 • a 1 aT .1P.3.D „ N N6l.NL E „ , E 15 �, , „ 002 •1 1 �-0 00 2 - 002 SCAL 2 =? E. C 4 .-1 4 ALE:3 -p SCA =1 S LE:3 --0 O 51'6• / •OHC M / 4 • .Rl� . TE . ... 5., yi . .. 11IA^ �m� , T T EL PTR IC.M ER E G E .1. , . .. • C _ , A 9 1. 6 . i• -MM W '. . \.. " . "'. ,.. 1� .", .,­� ''.. 1,61.:, izli •2 1 , . 11 , 1 1 0 .11 41 51, . , . r"' a er , % . . 1 1. ,: 3 . i ! I M 5l-1 VERTICAL RElNF. 11 4 RE NFO E RC ,. . . - - I A5 5 CIF OAT - PE ED. 8,45 �` EC I . „ . : 1 " 5 p 10m-0 / GYPSUM N3 , . .. . , a D ,., . , ., , - I �� I L \ - - Fw15H COAT i~IN.FL. %,GYP.BD. 5'_811 t21-611 II'-4" 11'-6" 11'-4" 121-6° FIN IE ELEV.FOR PAINT T _ , PER L REINF. 7 NO. REVISION/ISSUE DATE FINISH COLOR AND PER LINTEL SCH. 2-2x4 WD.STUDS CONTROL JOINTS.) - HOLLOW MTL.DOOR 6" ARXX FORMS ROUGH BUCK 1x2 WD.TRIM G J. C J. CJ, CJ. C J. C J. AND 1'RAMNE EXTERIOR ELEVATION �MOvlrI3UGKIAI/ER - REINFDRGING MESH EXTERIOR FLANGE AFTER _ r - I I� MIN-COVER I SCALE:1/4$1=1 11-0" _ _ VERTICAL I'EINF. CONCRETE PLAGF_MENT BASE GOAT f ° A5 SPECIFIED. *'- ' ' ' ::::f r i' FLASHING DDDR CASING I FINISH GOAT ... -CORNER BEAD ' (SEE ELEV.FOR PAINT `7.-_­ fig"GYPSUM BD. CAULK • ''::`.,1.;''�'1, 2x6 SUB FRAMNE FINISH COLOR AND _ FILL a" HJ'•t.FRAME �1 DOOR AS SCH. PERMIT MTL. COPING CONTROL JDINT6a - a FILL W/GROUT SECURIE GYP.SD. LINTEL REINi=. W/MASTIC 113-4 APF. - PER LINTEL SCH. SEE ::--J-MOULD 4 CAULK TOP OF GONG. �-­ I I . • 112'-1" AFP. 6" ARXX FORME - a _ DOOR ToP ot= 6TEEL REMOVE BucKSAYER - DOCUMENTS '' ,"...1. �. " ,,, Z ,I-­_L��. � I . . . . . . __:__t . EXTERIOR FLANGE AFTER 11/?" MIN COYER �"I`"3 �",""" CONCRETE PLACEMENT . 6. ,, - • , : ' ,. FLASHING - - , I 2 i MT .FASCIA I 2 O O. L OI. ''- BUCKSAVER WINDOW -41 . 10. . . CAULK ROUGH BUCK REINFORCING MESH VERTICAL 12EINF. • % 1�1 . , AS .,..: , SPECIFIED. `''.,,:,, WIND OW AT ': " BASE CO • ",,' " 5/8.1 GYPSUM BD. GJ. 1m8-® AFP. MOISTURE I FINISH GOAT---- -- DOOR AS SCH. . RE BARBER TROWEL CONCRETE FLUSH - 4. BOT.OF CANOPY. (SEIE ELEV.FOR PAINT 11 ''. I . .a ' - FINISH COLOR AND IN 12 VARIES L TEL R1=INF. POOR CASING , , R ;� ; ' XT NSI CONTROL JDINTS.) .. '.r 1 JAMS E E ON PER LINTEL SCH. rIXI=D GLA65 Ix2 WD. TRIM .. , . E.IF:S:ON INSULATED . . .. � � _ 6" ARXX FORMS GONC.F012M 5Y5T1=hi' WINDOW'. - REMOYE 13UCK6AYER - " - 1 1/2 MIN.COVER 2x4 WD. 5TUD5 CASING - • EXTERIOR FLANGE AFTER . 4 . A M NT 11 T EXT GON GE NE ERIO 9 R1= E PL R CAULK - 1 5/B GYP.ISD. BUCKSaVER „ . 2 1 ?. 2 ( O FLASHING i O . . L < : O . . . , ROUGH BUCK ELEV ON . . AT . ... - FOAM BACKER ROD ., , 2x6 SUB FRAME 1. OPENING REINFORCING + CAULKING KEY PLAN , 1 6. �. :;..,.: a A6 SPEG'O 4 - A WOOD SWIM ALUM FRAMING H-? J ? SAME S ii SYSTEM M E • T INCLUDES H-I J BU S �• L D E . .,, rl.r:-,' S D 6 V TEMP.CLAS DD30 22 AS AS SHDWN,. 9-D2-D3 FIN FL. - R POOR BATT INSULATION P 5'_gll g'.6"Ilk 1001-0" 6 9'-611 g'-6u 5'-g" PROJ. N0. DWN BY SCAL 1 A-E H--4 J-1 I � ' rel t Att !! G.J. C.J. G.J. WINDOW � � , { ., 1. - A--002 ' t r '_'�1`y 4 HEAD SILL ® ETAIL O H �� 1. / DO R HEAD AND JAMB DETAILS I� : b , : EXTERIOR ELEVATION D " � ,y 1�.. - SCALE:1/4„�1 ►_C„ ooz SCALE:1 „=1 ,-01, SCALE:1 ,1=1 ,-O" L ;:� , �:. �'�,% 4 *P' ,�, _' k 11 I WINE EXTERIOR WALL / AxXX x WAREHOUSE TRIM EDGE PIECE 9 CLOSUREE 7\ METAL PANEL <XX K�0< - .--------•--------------------------- 1V GYPSUM -- .. 80ARD CLIENT PORGELIAN TILE Wine Warehouse 645 Atlantic Boulevard Atlantic Beach, FL 32233 PLAN VIEW 2x4"'°°° XIS T�STUDS STUD • 16" FOR STABILITY OC ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 0 FL LLC N0. L02000002952 TRIM EDGE PIECE } STRUCTURAL do MEP CL06LlRE Cusick Engineering and Construction 2426 Clemson Road I ' Jacksonville, FL 32256 PORCELIAN TILE -- (SEE ELEVATIONS) ELECTRICAL EXTERIOR WALL vx"GYPSUM BOARD Church & Company REINF.MESH 10748 Deerwood Park Blvd, EASE COAT SnJDW500D siuDS°D JQCksonVllle, FL 32256 FINISH GOAT I WOOD SASE WOOD BASE ($EI ELEV.FOR PAINT (PAINTED) (PAINTED) FINISH COLOR AND CONTROL JOINTS) I ; ARO�f1+1�' VAIRj 5 MTL.COPING BEYOND (SEE FIN.$CHa - (SEE FIN.5CHJ <XX I GOMIL MEMBRANE ON 3" POLY150 ON 5/8" DENSGLA55 ON Ira"MTL. - DECK g BTL.J015t MEMBRANE FLASHING (SEE STRUGTa � SECT . WALL WALL Im11 ; '� SECTION SECTION DETAIL �Afi�. r�-oP ofi cONc. • .. I : : 5 4 3 I CAL 1 ' — 1 0 ' SCALE: 1 ' 1 0 ' A-003 S E: A--003 -------------- —__--. _—.-_ .. SCALE:3"3 — 1 0 — ;1 X108'-0" AF.F. ^Y BOTTOM OF SOFFIT 1 FIXED GLA55 LIGHT VALANCE 1 MTL.FASCIA, COUNTER AND COUNTER AND CABINETS (N.1.Ga CABINETS (R1,Ca cA F i¢ a s ItiD ;r•CA PAINTED 100'_011 AFF. '4. �� WOOD GAP TRIM EDGE PI CE ' 3,4"REVEAL (PAINTED) Va"GYPSUM ^I. 2x4 WOOD BOAFO 0 1 STUD CIRCLE �� IN FU INSULATE ALL LL HT.PART: ' EDGE DET . BUILDING SECTION A 2x4 WOOD SCALE: 1 /4„- 1 '-0” 003 SCALE: 1 "= 1 '--.0" � �D • 16° GOMIL MEMBRANE ON 3" POLYI50 7 ON gia" D£NSGLA55 ON 11/)"MTL- 7 NO. REVISION/ISSUE DATE -005 DECK -205 4 11113'`4" A.F.F. g5l�laJSTRUGt)OIST -003 r� oP OF COLIC. ---------------------- f - - -02 PERMIT Ua"GWa��� 11a° GWB ON MTL. _ Ba AFF. 31'a"SOUND BATT J:. TYP. v ,IDa—O�� A.F.F. STUDS DOCUMENTS (YAy.; � INSULATION CHICAGO METALLIC "INFINITY" A 1 LIGHT'S ..' MTL.FASCIA PROVIDE CONTINUOUS 4" 5U5PEN510N TRIM W/CHICAGO `4 -mm3 VALANCE ,` ...-. BLOCKING A5 REQUIRED :. METALLIC "CU15EGRID" 2'x2' CELL 61 CORNER BEAD FOR CABINETRY SIZE OPENING. INSTALL A5 A , 0 STANDARD 5U5PENDED CEILINGCA SET 0 COUNTER AND �ELEC. COUNTER AND 0 ' CABINETS (N.I-GJ a PANEL - CABINET5 (N.I.CJ ep 2x4 WOOD �a"CsWB ON MTL. I !2)D$ WOOD 57UD8 SOX %42x4 -005 STUDS a 16" O.C. 'n 'n -205 5TUD5 0 0 WOOD BASE (FAINTED)I= SHEET VINYL FLOORING AFF. FLOORING _ - - VARIES BUILDING SECTIONS ,. � (SEE FIN.SCHJ :RST AND DETAILS -------- - NOTE: 2A 6" WALL FOR KEY PLAN PLUMBING WALL WALL 000�� ASV AS SHOWN., �09.Q2;03 PROJ. NO. QWN BY SCAIw�,, BUILDING SECTION B SECTION 2 SECTIONlXt,���' #, * ,`+ SCALE: 1 /4"= 1 --0 1�fO�-0-3 SCALE: 1 — 1 —0 SCALE: 1 = 1 0 A-003 t � . Awyl . .e •� ,.epi• .. s x , r _._...__.. .... .......... 2x12 CONT.WOOD PLATE ANCHORED TO WALL AS SPEC'D. 13'-4" AFF. WINE MTL.FLASH COPING' TOP OF GONG. �I 5ASE FLASHINGWAREHOUSE 1/2" DENSE DECK I � R-20 SINGLE-PLY 60 MIL } MEM5RANE ROOFING Z/2" POLY-ISO IN5UL. I) 22K6 STEEL J015t ON Iia° PERILItE I I II . (� CLIENT MR] __„•________________ _______-_ _______,=__ ,,,_______=__„ EXIST.WALL Wine a a Warehouse ---------- r PAINT ALL INSIDE 645 Atlantic Boulevard SURFACES "BRIGHT WH , u Atlantic Beach, FL 32233 II _ orl' ELEC.CONDUIT LIGHT FIXTURE I� 1"x'I° WOODSQ ARCHITECT a — REINFORCING MESH � I x4 WOOD„ VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 i' RASE COAT M FIL LLC N0. L02000002952 = _=' -- - _ FINISH COAT `d I (SEE ELEV.FOR PAINT 9 STRUCTURAL se MEP • I f I FINISH COLOR AND r! Cusick Engineering and Construction 9 9 CONTROL JOINTS.) 2426 Clemson Road Jacksonville, FL 32256 L �4x4x1i4° I 60 MIL MEMI5RANS ROOF I I g%° EXTERIOR DENS-GLA55 LIGHT I — 1/4u WELD ALL AROUND 1141 WELD ALL AROUND ELECTRICAL — - I — >�" MTL. DRIP IDC 1 VALANCE DETAIL I — oar SCALE:1 -1/2 1 '--0" ny — — — — — — — — — — — — — -MTL.FASCIA 10748uDeer oodP or Blvd. I — Jacksonville, FL 32256 WOOD 15LOCKNG C8x11.5 STL. CHANNEL IL — I , Va° GYPSUM WARD a 2"x8" MTL. SCUD INTERIOR FINISH — ' _ a 16” O.G. j < --_ ' RULON SNAP-IN 1'a a C:YPSUM BOARD PANEL SOFFIT ON 2x4 WOOD STUD , „ PARIES :0 o. o MEN IUOMEN TASTING - 0 0 0 o GYP.BD. AREA 77 �7 GE I1.ING 2 CANOPY SECTION. ,m8 " �O3 SCALE:1 --1/2"=1 ,_0„ RECEIVING �9 INC= Ilk 0 0 al" CEILING FIXTURE LEGEND= 2'-6° 14'--I" I (D (D 0 0 �4FT INDIRECT LIGHT FIXTURE CHICAGO METALLIC "INFINITY" 4" 5U5PENSION TRIM w/CHICAGO SALES - 6" RECE55ED CAN LIGHT METALLIC "CUBEGRfD" 2'x2' CELL ©� SIZE OPENING. iNSTALL A5 A : COUNTER STANDARD SU5PENDEP CEILING Ila3 Q - I'x4' PENDANT LIGHT F:IXTURE 6ET. Q o • - INDUSr321AL LOW!"SAY PENDANT --• I TYP. RETAIL n AREA GYP. 5D. N0. REVISION/ISSUE DATE - 2'x4' SURFACE MOUNTED LIGHT CEILING . - WALL MOUNTED EXTERIOR LIGHT �� `" 0 0 - SUi�'ACE MOUNTED EMERGENCY LIGHT PERMIT C 0 0 0--:1 DOCUMENTS C - FLOURE5GENT WALL MOUNTED FIXTURE 10'-21, OFFICE 0 4FT SURFACE MOUNTED FLOURE5CENT FIXTURE rn ' I , - SU�ACE MOUNTED EXIT LICA-IT5 U — — — — — — — — — — — ..- - — — — REFLECTED CEILING PLAN g� AND DETAILS - HVAC DIFFUSER KEY PLAN - HVAC RETURN-AIR GRILLE 00030622 ASV AS SHOW},. ,09-p2-03 PROJ. NO. DWN BY SEA ., nr�DAt •. - EXHAUST FAN TPP' A-004 ., .'' REELECTED CEILING PLAN SCALE:1/4"=1 '--0" WINE WOOD 24 CONT.2xi2 CONT. WOOD 2x12 CONT. WOOD OR PLATE ANCHORED TO PLATE ANCHORED TO PLATE ANCHORED t0 WALL. AS SPEC'D. WALL A5 SPEC D. WALL AS SPEG'D. u MTL.I"LA51-I GOPINCx 13'-4" A.F.F. MTL.FLASH COPING R-20 SINGLE-PLY 60 MILWAREHOUSE 13'-4° AFF._ MTL.PLASH COPING R-20 SINGLE-PLY 60 MIL TDP OF GONG. - MEMBRANE ROOFING TDP OF LONG. MEMBRANE ROOFING TOP C.�F GONG. BASE FLASHING �� — i 2� LY-150 INSl1L I r5A51r FLASHING aVa" POLY-150 IN%L. " 6 ARXX FARMS T Q I, �/2" pENSE DECK ON '/s2"PERILITE q I 1�2" DI=N51= DEGC ON 1/a" PERILITE L14 'BA5E FLASHING Q ( I I I _ T Q 2 DENSE DECK — I I _ R-20 SINGLE-PLY 60 MIL — V �� MEMBRANE ROOFING cuenr 2 -130 INSU . PO Y L 2 L --------------- ------------- ------------------ I � ------------------------- -- - ON t/2" PERILITE I � . . ---------- ------------ �� -- ........ ..... .. . - - .. . .. Wine Warehouse 12'-7" AFF. — — 12'- AFF J 'I` _ 22Kb STEEL JOIST TOP OF STEEL TOP OF STEEL ..-.. I I 645 Atlantic Boulevard 11/2" MTL. DECK — 111/211 MTL, DECK _ (1 Atlantic Beach, FL 32233 -LU-L R11 11111 1�1111111ZU V� PORCELAIN TILL: ( — _ _ -- _ . 6" ARXX FORMS � ' (BEE ELEVATIONS) — o ' C� I, ARCHITECT i - -- -------- " 111/2" MTL.PECK 4"xa"x�/" CONT. HORIZONTAL 45 REINP BAR 4 x4 x/4 CONT. T - STEEL ANGLE — sT >=L AN�Lr� _ 411x4"x�/4" CONT. VIA Concepts, LLC _ I I 241 Atlantic Blvd., Suite #5 „ 110°-3/16" WELD EACH SIDE HORIZONTAL +5 RE INF. BAR I STEEL ANGLE Neptune Beach, FL 32266 11/2"-3/16" MELD EACH SIDE ---1112"-3116" WELD EACH SIDE p I 22K6 STEEL JOIST — I — L.PLATE FL LLC N0. L020S10002952 CUT OJT FORMS t0 I a 6x6x-14" STL. PLATE VERTICAL 45 REINF. BAR v —_ 6x�x3 °"ST VERTICAL 5 REINF.BAR I v W/ 2x8 STUD 0 MATCH ANCHOR BOLT I I W/ 1//2 11x!3" STUD bxbx3/$" STL PLATE a4" O C. " SPACING MIN.CUT OUT I I 24" O.G. — I I U i/21;11 STUD 0 — -0 STRUCTURAL do MEP 41/2"x41/2 _ I I _ I I aa" O.C. REINFORCING MESH — I I PROVIDE 411x4" POW 22K6 STEEL JOIST REINFORCING MESH CUT OUT T BRIDGING Cusick Engineering and Construction VERTICAL '5 REINF.BAR I ( NS — 1'2" GYPSUM BOARD BASE COAT - d I"I 2426 Clemson Road — -- I INTERIOR FINISH Jacksonville, FL 32256 ---------- BASE COAT REINF. BAR — I BASE COAT —_ I = FINISH COAT f �I L� (SEE ELEV. FOR PAINT — i=1N13H COLOR AND ELECTRICAL V2" GYPSUM BOARD CONTROL JONTS-) 4 n NFORCING MESH I INTERIOR FINISH FINISH COAT CLIP AI�1-E ANCHORED -- I (SEE ELEV.FOR PAINT I I TO WALL AT JOIST BRIDGING Church & Company AND 5A5E COAT - -- I C NTROL JD�INT ( - I LOCATIONS 1874$ BeerWOad Park Blvd. FINISH COAT _ ° I Q Jacksonville, FL 32256 (SEE ELEV.FOR PAINT -- I — 61/4" CONCRETE CORE FINISH COLOR AND r -- I CONTROL JOINTS.) — RD 61i" CONCRETE CORE - 4 — 4 _ rj 6�/" CONCRETE CORE — INTERIOR FINIPSUM SH 1 " DETAIL- 4 ROOF DETAIL � ROOF DETAIL- A-005lip 1i V_ WIL s ROOF SCALE: 1 - 1 /2"= 1 '—0" A-005 SCALE: 1 - 1 /2" -= 1 '—0" A—oo5 SCALE: 1 - 1 /2"= 1 '-0" 2xla CONT. WOOD 2x12 CONT. WOOD PLATE ANCHORED TO PLATES SPEC EDD TO WALL AS 5PEC'D, WALL AS SPEG'D. MTL.FLASH COPING R-20 SINGLE-PLY 60 MIL MTL FLASH COPING 13'-4" AFF MEMPRANE ROOFING R-20 SINGLE-PLY 60 MIL I - TOP of GONG. MEMBRANE ROOFING 2112" POLY-150 INSUL. BArE FLASHING ON V�2" PERILITE 21'2" POLY-150 INSUL. '/2" DENSE DECK ON V2" PERILITE I v4 I I 4"x*Y/4" CONT. STEEL ANGLE 12'-0" AFF. = b ARXX FORMS11 i u i f O __ __ -_-_ -_- __ --------------- F, , T i .__ TO OPG NG. � ------------- ------------------ I ( I - TOP OF STEEL I VERTICAL "5 REINF. BARS I — i — - - i AFF. Isis" MTL. DECK i1/2" MTL. DEGk I — 1112"-3116" WELD EACH SIDE JOIST BEARING _ — I — ° I — I bxbx�/a" STL.PLATY REINFORCING MESH I 6" ARXX FOR"1S — ' — i W/ 1/2"xs" STUD 0 - V j a — I 24" O.C. BASE COAT HORIZONTAL 'S REINF. gT�11" 11��/ yGT. �I I 4 --4 CON HORIL "51�INF.BAR FINISH GOAT - - (SEE ELEV.FOR PAINT ° _ I FINISH COLOR AND I HORIZONTAL '5 REINR BARS IVa"-3/16" WELD EACH SIDE I I ` b" ARXX FORMS CONTROL JDINTSa 22K6 STEEL JOIST — I I — — I I — _ N0. REVISION/ISSUE PATE TICAL °5 REINF. I I — - 31/�� 22K6 STEEL JOIST — I I VERTICAL "5 WNF.BAR OVERLAP "5'S 36" I _ "4 REIr�ORCINCs �+ 4'-0" O.C. VER I bxc 8 STL. PLATT: I ; I° — "�0 " STUD REINFORCING MESH f I CONTROL JOINT I..I t2" GYPSUM BOARD — I BASE GOAT INTERIOR PINI — I «5 4'- 11 — I — 3000 PSI CONT'.. W/F15ER REINFORGINIG MESH I I — I�2" GYPSUM BOARD N71=R R SH — i 0 LONG W/ I( ` MESH OVER b MIL VAPOR INTERIOR FINISH - al I FINISH COAT P-O" HOOK s 16" O.C. — d I (SEE ELEV.FOR PAINT I BARRIER ONS'596' COMPACTED FINISH COLOR AND I — SOIL. ° , I CONTROL JOINTsa PERMIT BAS! COAT — ( — — . — '/4" WELD ALL AROUND I a Q - _ a \Q DOCUMENTS FINISH COAT I — I 60 MIL MEMBRANE ROOF ° o ° ° ° i °v a (SEE ELEV.FOR PAINT I I I 6/s" EXTERIOR DENS-GLASS ° FINISH COLOR AND CONTROL JOINTSa v . �a" Mtl.DRIP EDGE ° I \ Iq v v _ MTL.FASCIA Q ° I WOOD BLOCKING � 4 "5 REINFORCING BAR b1/4" GONC(�TE — C8x115 OTT. CHANNEL -• 'i v CORE 8'-0" AFF. _ BOT.OF STL.CHANNEL a11x8" MTL. STUD I'-6" ,�„ BUILDING SECTIONS 0Ib D.G. AND DETAILS RULON SNAP-IN PANEL SOFFIT KEY PLAN 00030622 ASV AS SHOWN 0542-03 PROJ. NO. DWN BY '-'515AL'E" .DATE 3 ROOF DETAIL. 1 FOOTING DETAIL � f-, c �,,��.,r �. a ROOF DETAIL w� !! A-oo5 !! ! !! A� )f ! )! w � r. *1 .. i /�R-R u A oo5 SCALE: 1 - 1 /2 = 1 —0 SCALE: /2 — 1 —0 oo5 SCALE: 1 -� 1 /2 = 1 —0 A OO5 } M .? ; , r I 6«�m 6 � ' I f WINE WAREHOUSE - M.O. M.O. 77717 1 . �� cLlEnr 7 Wine Warehouse 645 Atlantic Boulevard Atlantic Beach, FL 32233 6 ARCHITECT s-mms 6°,30mm-P51 CONCRETE VIA Concepts, LLC FLOOR W/F15ER MESH 241 Atlantic Blvd., Suite s OVER 6 MIL VAPOR BARRIER ON 1355° COMPACTED SOIL Neptune each, FL 2 266 ! I — FI. LLC N0. L02000002952 9 mm2 I � STRUCTURAL de MEP Cusick Engineering and Construction CONTROL JOINT$ 2426 i I r o vllle,S on Road JackFL 32256 I'-&" TCS. PAD TYP, "7 ELECTRICAL I •� o Church & Company 10748 Deerwood park Blvd. Jacksonville, FL 32256 I 0 /_/ 011 >• .. 5 22K& JOIST 3`-6 " 3'-6 1' 6 22K6 J015T ' M.0- 19 5'-01' O.C. = 20'-011 is 5'-0" O.C. 25'-01' s-®m r, , 11-1ji I lit I I I 1nl I I �4 0 I 5 36'-$II 4 4 S-mm2 9-Z� -411 4'-211 `� Illlx" MTL.DECK 22GA 211x8" MTL. STUD is 16" O.C. L4° WELD ALL AROUND FOUNDATIONPLAN It/4" STEEL ANGLE BRIDGIN� - - - SCALE:3/16"=1 '-0" I I I 22k6 STEEL JOIST 1 -r-----C84B TYP. 1 I I = 1 . I I 1 � 1\ ' N0. REVISION/ISSUE DATE I I CONC.BEAM OVER ENTRANCE I JOIST BEARI 12'-41iz" 11 1 11 11 1111 ll 1 m PERMIT TAM. 13' 4" --- --- - -- ��. DOCUMENTS JOIST 13EARINCx 12'-41/'1 3 ` ' — -� -- --- I T.O.M. 13'4u T.OA 121-11, a- — -- --- _ I CSx11s TYP. 1 111-310 '4411 WELD ALL AROWVD 5TRUCTURAL, NOTES: 2"x8" MTL. STUD IA DE51GN SOIL REARING CAPACITY - 2,000 POUND PER SQUARE FOOT a 16" O.C. 18 DESIGN WIND 5PEED - 130 MN STRUCTURAL PLAN AND IC. DESIGN WIND IMPORTANCE FACTOR - ONE FOUNDATION PLAN 1D.DESIGN WIND EXPOSURE CATEGORY - G 2. COMPACT FILL TO 9850 MAXIMUM DENSITY,MODIFIED PROCTOR KEY PIAN 3. TREAT 5u8GRADE FOR TERMITE i 4• PLACE 10 MIL.POLY VAPOR BARRIER OVER TREATED SOIL 00030622 ASV AS SHOWN 09-02-03 5. REINFORCEMENT BAR GRADE 60 PROJ. NO. DWN BY SCALE DATE 6. 04 BAR SPLICED 30" 'S BAR SPLICED 361 41 1. CONCRETE 3000P.5.1. STRUCTURAL PLAN 6.DESIGN WIND PRESSURE ON MAIN FORCE RESISTING SYSTEM 40 PSF. ,- 9. DESIGN WIND PRESSURE ON COt IPONENTS CLADDING ON DOORS t WINDOWS - 40FSF. SCALE•3/16"=1 '--0" �� A� �� '"`'�' �'�.: .'`' .� S-Qa1 �O G 5 RM—17(c 7(c - -------------- - _ .......---- _ --- . --- _ ......... _ ___._ 2x12 CONT. WOOD PLATE ANCHORED TO WALL AS WEC'D. >r�"x8" ANCHOR BOLI WINE 24" O.C. _ u 4 1 TOP OF CONC. 13'-4° AFF. _ TOP CF CONC. 2x12 GOAT. W000 I I I I WAREHOUSE AL A3 SPEG DDPLATE D t0 2x12 CONT. WOOD PLATE ANCHORED TO r I ° 41fx411x11/" CONT. I — 111/20-3/16" WELD EACH SIDE ALL AS SPEC'D. I ( STEEL ANGLE 12'-O" AFF. — _ _ 1 z 3/1b WELD EACH 5101/40 — J 11/u WELD ALL AROUND -IV--TOP-OF LONG. 12'-�u AF_F. - - - - CLIENT 1 1 _ TOP OF STEEL 12'-1" AFF. TOP OF STEEL — — Vine Warehouse JOIST BARING — 111/2" MTL. DEGK 111/2" MTL.DECK - - I' 4 1 1'z"-3/16" WELD EACH SIDE SEE x11/4" GONt. jh STEL ANGLE 645 Atlantic Boulevard Lrly;t6" ARXX FORMS, 6x6x3.�" VL.PLATE 6° Awcx FORMS _ ± Atlantic Beach, FL 32233 — I W/( ) 1/z"xa° STUD * -- . °. I 11/2' MTL. tt tt 14.. — ARCHIT7=CT HORIZONTAL '5 REINF. 4X4 x 1/ CONT. _ - - I I 4 — HORIZ. S REINF.BAR HORIZONTAL �5 REINS.� _ STEEL ANGLE II 1 I _ 11/2"-.3/1(20 WELD EACH SIDE _ _ — 22Kb STEEL JOIST VIA Concepts, LLC u -- II - r 1 — 22K6 STEEL JOIST AR�ocs "x6"x34° M.PLATE 241 Atlantic Blvd., Suite #5 VERTICAL '5 REINF. I II II v — 11 W/(2) �z"xa" STUD Neptune Beach, FL 32266 -11 6x623 " StL.PLATE 22K6 STEEL JDIST TICAL RgImo,BAR * 24" O.C. F. LLC N0. L02000002952 114 W/(2) Vz"xaSTUD * 114 24m O.C. 1 I J I I 6x6x3/&" STL.PLATY _ 1 W/(2) 11 STUD * VERTICAL 'S REINF.DAR N STRUCTURAL & MEP t� _ — d I I _ 24 O.C. Cusick Engineering and Construction _ I I '/a" WELD ALL AROUND 2426 Clemson Road . I I - I - I I - Jacksonville, FL 32256 — _... WOOD BLOCKING — I� I — _ C6XII5 STEEL CHANNEL ELECTRICAL — - I 2"xa" MTL. STUD — 1 - - 16" O.C. _ ny 10748uDeerwnodP Park Blvd, 4 — - Jacksonville, FL 32256 1��Illr 614 CONGRi*tE 611/4" CONCRETE CORE — 1 CORE -4- — I I�tt � I�tt ROOF DETAIL. 2 ROOF" DETAIL. 3 ROOF DETAIL- �O112SCALE:1 „-1 ,-0„ s-ooz SCALE:1 "-1 '-0" s-oo2 SCALE:1 1 ,--0„ TOP OF CONC. I1 LU II — 1 — L II . "x8" ANCHOR BOLT I� e 24" O.C. elk 13'-4" AFF. _ o . TOP OF CONC. — 2x12 CONT.WOOD - - - I PLATE ANCHORED TO WALL AS SPEC 6" ARXX FORMS — 'D. LU _ 11 IIS _ — 22K6 STEEL JOIST 1/4" WELD ALL AROUND - --------- ---------------- I — 6" ARXX FORMS — (1 NO. REVISION/ISSUE DATE 111/2" MTL. DECK I `� v I1 j 411x411x11/4° CONT. I — a — VERT HORIZONTAL 'S REINF. BARS O.C.VERTICAL +5 REINF. BARS !6 - — ( STEEL ANGLE I I * 16" O.C. 6x6x31/" 6%.PLATE 11 W/ (2)Vz"xa" STUD I L 4x4x11/4" I — OYERL,4P '5'S 36" _ "II 04 REINFORCING 4'-0" O.C. VERTICAL 15 REINF. I I a - * 24" O.G. i I * 16" O.C.EACH WAY °II11I1 ' ' 30 MTL.KEY * a-0" O.C. 11/4" WELD ALL AROUND f; WELD ALL AROUND - 3000 PS! GONG. W/FIBE R PERMIT PROVIDE 4"X4" FOR" CUT OUT At BRIDGING S 4-O" LOG W/ MESH OVER b MIL VAPORI-01OOK a 1 " O.C. IL. COMPACTED LOCATIONS WOOD BLocINGBARRIER ON 5p - - - - - - - - - - - - - - - - WDOCUMENTS -- - -- I — f II-17�STEEL (I 4 ° — — — O _ — — — — — — _ a'-0r AFF. 00 O o a 4 �9 - 4 I CLIP ANGLE ANCHoi�D — — — — i 4 o d _ 1 T�ALO t JOIST BRIDGIN�s NS — I d C641.5 STEEL CHANNEL MTL. STUD o O o _ p v I v ' I * 16" O.G. 14 _ -7r 6114" CONCRETE COQ '5 REINFORCING BAR STRUCTURAL - _ I DETAILS KEY PLAN VARIES roil : 4�`tT. Cis/fy�,�'''% 00030622 ASV AS SHOWN 09-02-03 `�.{ �;"1 r1? 's PROD. N0, DWN BY SCALE DATE rw 0.4 r r CANOPY DETAIL FOUNDATION DETAIL �� �� ` - ROOF DETAIL . .� . ,� : S-002 5-oo2 ' „ s-o � F1 SCALE:1 1 � 0" s-ooSCALE: SCALE: =1 -- , Ittlttt.t.. i 666 At tallf' c (v . i i I" FwS CVNDENSATE ---. 15"xIV GRILLE 8"x9" GRILLE TO ROOF GUTTER 450 CFM 100 CFJ"L OUTSIDE AIR Ike" STATIC PRESSURE I Iwo Iwo 3" V.T R J" Y.T.R. 3" V-TR 0 d o _ I " SEWER LINT°FIELDWAREHOUSE 7 i� TON I " ` WINE -W311 W.G 3 W.G 4" CD VERIFY LOCATION RECEIVING PACKAGE T'A6TING WINE UNIT �a 30 0 MEN WOMEN R1rGElYING TASTING 2° v 4" P.vc or 0 109 FLET AIR '�'�A 10x10 lfdxl0 AREA MEN WOMEN Ua" FILTER255M�LL 108 80 GFM. 106 105 80 GF1"1. 109 108 106 108 STORAGE 12x12 — 04 4" - 1G 400�CFJ•i. \ COWIDOR 10x10 I CLIENT ,r 10� 120 GF11. ( CORRIDOR 6104 1 12x12 12x13- Wine Warehouse 400 CF.M. 400 CF1T' _ I 3" Y.TR Atlantic 645 tlBealch�oFle32233 Ina. , oI 6x6 I 14" 16" 16" 12" 10x10 �7 100 CFJ"f. I ARCHITECT SALESI VIA Concepts, LLC RETAIL FCOJNTER I SALES 241 Atlantic Blvd., Suite #5 a a AREA a 103 I COUNTER FL Beach, FL 32266 10I 0()00 /r ( RETAIL 103 FL LLC N0. L0202952 1 x1 I AREA It STRUCTURAL & MEP 101 12x12 12x12 Cusick Engineering and Construction 400 CFM. 400 CFM. 2426 Jacksonville,SF�L 322on 17 FL LLC N0. PE 40945 11x12 400 CFM. V/ ELECTRICAL 14 OFF 6x6 OFFICE Church & Company 102 10748 Deerwood Park Blvd. 120 41FM• Jacksonville, FL 32256 FL LLC NO. PE 18311 _ _... _ _. _.. — �. _ _ � OFFICE NOTES: ..._. _.. _ � � _ _. ..�. _ SEE ARCHITECTURAL REFLECTED MECHANICALCEILIWjPLAN PLAN FOR DIFFUSER LOCATION. PLUMBING PLAN ROOF IS To BE R-20 VALUE SCALE: 3/16"=1 ,-0" WALLS ARE TO BE R-22 VALUE SCALE: 3/16"=1'-0" 3" Y.TR I I I 1 I SINK I 3" V.TR 3" P.Y.G. 3" VENT TRIPLE SINK I I I 4"P. W.C. LAV. 3" PENT I 3" V.TP- LAV. I - I W.C. 4" C.O. I I N0. REVISION/ISSUE DATE 4" P.V.C. CONNECT TO EXISTING PLUMBING RISER DIAGRAM SINK FIELD N.T.S. FLUM51NG LEGEND: PLUM51NG NOTES: FLUMBING 5PECIFICATION5: PERMIT - COLD WATERL INSULATE ALL HANDICAPPED DE6IGNATED LAVATORY WASTE A. DESIGN AND INSTALLATION SHALL MEET D U C U M E N T AND WATER PIPING: W/FACTORY FORMED INSULATIONS THE FOLLOWING CODES AND AUTHORITIES: - HOT WATER COVERS EQUAL TO TRUBRO HAND-LAV GUARD, 1.2001 FLORIDA BUILDING CODE, PLUMBING It.CITY OF ATLANTIC BEACH - SANITARY 2. LOCATE ALL SANITARY VENT A MINIMU1,1 OF 10'-0" FROM H.VA.C.OUTSIDE AIR INTAKES. B. PIPING: ----——---- - VENT I.SANITARY, WASTE AND VENT PIPING TO BE co - CLEAN OUT 3. PROVIDE ALL. CLEANOUTS AS REQUIRED BY CODE, 5CH 40 PVC A5TM D 2665 ABOVE 4 BELOW GRADE II.DOMESTIC COLD AND HOT WATER PIPING SHALL BE CW - GOLD WATER 4. REFER TO ARCHITECTURAL PLANS FOR PLUM191NG FIXTURE GPVC ASTM 2846AB01/E AND BELOW GRADE. LOCATION WITH REQUIRED DIMENSIONS FROM WALL, ETC. EWH - ELECTRIC WATER HEATER G. SUPPORTS= 5. PROVIDE BACKFLOW DEVICES AS REQUIIRED BY CODE. (. PLASTID PIPING ALL slzE - MAX WANDER SPACING 6 FEET MECHANICAL AND HW - HOT WATER DRAINS: LAY - LAVATORY D. I.FLOOR DRAINS EQUAL TO ZURN MODEL Z-550 PLUMBING W/NICKEL BRONZE STRAINER AND TRAP PRIMER CONNECT. SAN - SANITARYKEY,,i►'1±AN" ,,,,1,, E. TESTING AND DISINFECTION: — V - VENT I. TEST ALL PIPING AS REAUIRED BY THE AUTHORITY WAVEG 00030622 ' �- •, -`Q2`03 JURISDICTION. STERILIZE DOMESTIC WATER PIPING AS REQUIRED PROJ, NO. SCALT } •.`D� V.T.W. - VENT THRU WALL BY THE STANDARD PLUMBING CODE AND AUTHORITY HAYING = 7 U A WC - WATER CLOSET `. FIXTURES i:•04-- - BALL VALVE F-I HANDICAPPED WATER CLOSET' FLOOR MOUNTED VITREOUS CHINA PRESSURE A5515T TANK TYPE 19" HIGH mp-00't4: . �`- �,.•"�. .... 3 -r �a � » CLEAN OUT F-2 HANDICAPPED LAVATORY SELF-RIMMING, VITREOUS CHINA, W/ SINGLE HANDLE= FAUCET SEE GEN.NOTE I. - S I I 71 SURDIVANT AVENUE ELECTRICAL SYMBOLS LEGEND WINE • IOU EXISTING POWER POLE A c0 2 L{�3R SAFETY SWITCH. CHARACTERS (3R) IDENTIFY NEMA TYPE ENCLOSURE TRENCH FROM A40 LUMINAIRE: ROUND. NF WAREH SE POWER POLE / UPPER CASE LETTER IDENTIFIES LUMINAIRE TYPE (SEE SCHEDULE). SN (UNMARKED = NEMA 1); THE NUMBER OF POLES (2); SWITCH RATING ABOVE, TO kWH METER / �' LETTER AND NUMERAL IDENTIFIES PANELBOARD AND BRANCH CIRCUIT; FUSE RATING BELOW (NF = NON—FUSIBLE); SN = SOLID NEUTRAL y y LOWER CASE LETTER IDENTIFIRES SWITCH CONTROL. (GROUND BUS REQUIRED). LUMINAIRE: 2'x4'. SEE "LUMINAIRE: ROUND" FOR ADDITIONAL INFORMATION. DISCONNECT SWITCH FOR ELECTRIC STRIP HEATER. COORDINATE RATINGS WITH CUENT EQUIPMENT FURNISHED. W y y I / Wine Warehouse ' / ----i LUMINAIRE: STRIP. SEE "LUMINAIRE: ROUND" FOR ADDITIONAL INFORMATION. PANEL A 645 Atlantic Boulevard 2 P y y y y / I �a L� PANELBOARD, IDENTITY AS NOTED; RATINGS AS SCHEDULED, Atlantic Beach, FL 32233 W y y y L I LUMINAIRE: BATTERY UNIT EQUIPMENT. SEE LUMINAIRE: ROUND�� FOR A14 ANEW .FUTILITY ADDITIONAL INFORMATION. y kVH METED •� JUNCTION BOX (J--BOX . SIZE IN ACCORDANCE WITH THE REQUIREMENTS O y '� EXT SIGN DARKENED QUADRANT REPRESENTS ILLUMINATED FACE, SEE OF THE NEC (NFPA 70�. ARCHITECT LUMINAIRE: ROUND FOR ADDITIONAL INFORMATION. VIA Concepts, LLC y EQUIPMENT CONNECTION. TO SUIT EQUIPMENT. CONNECT WITH FMC 241 Atlantic Blvd., Suite #5 0 (FLEXIBLE METALLIC CONDUIT) — USE LIQUID TIGHT FMC IN WET OR DAMP Neptune Beach, FL 32266 LOCATIONS OR WHERE EXPOSED TO LIQUIDS. FL LLC NO, L02000002952 LUMINAIRES, WALL MOUNTED. SEE "LUMINAIRE: ROUND" FOR ADDITIONAL ® TELEPHONE OUTLET, 18" AFF TO CENTERLINE OF OUTLET, UNLESS NOTED �7 INFORMATION. STRUCTURAL. & MEA OTHERWISE. STUB 1 " C TO 6" ABOVE CEILING OR 9'-0" AFF WHERE THERE IS NO CEILING; TERMINATE IN BUSHING. Cusick Engineering and Construction 2 NOTE IDENTIFIER. NUMERAL INDENTIFIES SHEET NOTE BY NUMBER. 2426 Clemson Road I $c SWITCH, WALL, 20A, 125V, 1—POLE OR 2—POLE FOR BRANCH CIRCUIT Jacksonville, FL — _ ( SERVED. • ( GFI/WP A4 (P RECEPTACLE, DUPLEX, NEMA 5--20R UNLESS NOTED OTHERWISE. E)=0 POLE MOUNTED LUMINAIRE. SEE "LUMINAIRE ROUND" FOR ADDITIONAL LETTER AND NUMERAL IDENTIFIES PANELBOARD AND BRANCH CIRCUIT; INFORMATION. GFI = GROUND FAULT INTERRUPTER WP = WEATHER—PROOF ENCLOSURE Churchompar�y ACT = ABOVE COUNTER TOP (THAT IS, COVERPLATE IS ABOVE BACKSPLASH). ENGINEERS, INC. JACKSONVILLE, FLORIDA _ GENERAL NATES I 1 . PROVIDE ALL PERMITS AND REQUIRED INSPECTIONS. I 2. COMPLY WITH THE FBC (FLORIDA BUILDING CODE), WITH THE NEC (NATIONAL y y W ELECTRICAL CODE), WITH LOCAL ORDINANCES, AND WITH OTHER APPLICABLE CODES y y AND STATUTES. y y y 3. ALL WIRING SHALL BE 1/c (SINGLE CONDUCTOR) COPPER IN METALLIC CONDUIT. TYPE y W y y MC CABLES MAY BE USED IN WALLS, BUT SHALL NOT BE RUN EXPOSED OR IN WET y y y y OR DAMP LOCATIONS, NOR BELOW GRADE OR SLAB. MINIMUM CONDUCTOR SHALL BE y y y y 12AWG, 600V THWN. MINIMUM CONDUIT SHALL BE 1/2" TRADE SIZE, EMT y W W y ELECTRICAL METALLIC TUBING); PVC SCHEDULE 40 CONDUIT (MINIMUM 1 " TRADE SIZE) I y y y MAY BE USED BELOW GRADE OR IN CONCRETE; GALVANIZED RIGID STEEL OR y y INTERMEDIATE METAL CONDUIT SHALL BE USED FOR WET OR DAMP LOCATIONS AND y y WHERE CONDUIT IS RUN EXPOSED BELOW 8—FT AFF, 4. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE ROUTED WITH EACH BRANCH CIRCUIT. GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NEC. LIGHTING FIXTURE SCHEDULE T Y LAMPS FIXTURE REMARKS P E TYPE WATTS BULB BASE FIXT VOLTS AMPS MOUNTING DESCRIPTION MFG. CAT. No. YI W y INDUSTRIAL LOW BAY, ROUND, ACRYLIC REFRACTOR WITH 15% UPLIGHT y p NEW SIGN ,, A CMPT FLUOR 42 T4 GX24Q4 2 120 80 PENDANT MINIMUM, ALUMINUM HOUSING WITH WHITE FINISH HUBBELL LWP-0841—AWH MH = 9'-0" AFF y y Y y y DOWNLIGHT, 6 ROUND, CLEAR ALZAK REFLECTOR, COBALT BLUE B CMPT FLUOR 32 T4 GX24Q3 1 120 32 RECESS ACRYLIC RING WITH SILVER HARDWARE AND GAMING RINGS, SILVER TRIM PRESCOUTE TBX/T095SASC FLANGED FOR MOUNTING IN GYPSUM CEILING A14 � RING. y �Y C CMPT FLUOR 26 T4 GX24Q3 1 120 28 RECESS DOWNUGHT, 6" ROUND, OPEN, SPECULAR ALZAK REFLECTOR PRESCOLITE LBFQ626 120V - T0602C FLANGED FOR MOUNTING IN GYPSUM CEILING, y y C1 CMPT FLUOR 26 T4 GX24Q3 1 120 28 RECESS DOWNUGHT, 6" ROUND, OPEN, SPECULAR ALZAK REFLECTOR PRESCOLITE LBFQ626 120V - T0602C MOUNT ON LATTICE FRAME (SIMILAR TO LAY-IN CEILING), y y y y y WALL MOUNTED, UP DOWN LIGHT, STEEL HOUSING WITH BAKED WHITE - �^— D FLUORESCENT 32 T8 BI-PIN 2 120 68 BRACKET ENAMEL FINISH, ACRYLIC DIFFUSER COLUMBIA SA4-232-EB8120 MOUNT ABOVE APPROXIMATELY 6" ABOVE MIRROR. NO. REVISION/ISSUE DATE DOWNLIGHT, 110 ROUND DRUM, ALUMINUM HOUSING WITH WHITE POWDER E CMPT FLUOR 26 T4 G24Q3 2 120 57 SURFACE COAT FINISH, SPECULAR CLEAR REFLECTOR, PARABOLIC CROSS PRESCOUTE CFSCB826EB DAMP LOCATION LABEL. BAFFLE. MODULAR 2x4, FLUSH STEEL DOOR WITH MITERED CORNERS, STEEL F FLUORESCENT 32 T8 BI-PIN 4 120 105 SURFACE HOUSING, ACRYLIC PRISMATIC LENS, BAKED WHITE ENAMEL FINISH COLUMBIA SM24-432-FSA12--EB8-120 STRIP, 4-FT, DIE FORMED STEEL CHANNEL HOUSING WITH BAKED WHITE G FLUORESCENT 32 T8 BI-PIN 2 120 68 SURFACE ENAMEL FINISH, ROW MOUNTED, PAINT AFTER FABRICATION. COLUMBIA CS4-232-EB8 120-PAF COVE MOUNTED. ATLANTIC BOULEVARD STRIP, 4-FT, DIE FORMED STEEL CHANNEL HOUSING WITH BAKED WHITE PERMIT H FLUORESCENT 32 T8 BI-PIN 2 120 62 SURFACE ENEMEL FINISH, WIRE GUARD, PAINT AFTER FABRICATION. COLUMBIA CS4-232-EBB 120--CSWG4--PAF MOUNT APPROXIMATELY 6' ABOVE DOOR FRAME. DOCUMENTS WALL PACK, CLEAR PRISMATIC LENS, INJECTION MOLDED UV�—STABILIZED SITEPLAN i CMPT FLUOR 42 T4 GX24Q4 2 120 80 BRACKET WHITE POLYCARBONATE HOUSING, HPF BALLAST, WET LOCATION LABEL WF HARRIS 1200—WP-242PLT—HPF120—WL MH = 9'-0" ABOVE FINISHED GRADE. LANDSCAPE FLOOD LIGHT, CAST ALUMINUM HOUSING, TEMPERED GLASS LENS, MOUNT ON CAST DEVICE BOX, WITH GASKETED COVERPLATE, IN SCALE:1 "=10'—0 K METAL HALIDE 175 BD17 MEDIUM 1 120 210 KNUCKLE SILICONE GASKETING, ROTATABLE OPTICS, HYDROFORMED PARABOLIC HUBBELL MIC-0175H-336 ACCORDANCE WITH NEC REQUIREMENTS, REFLECTOR HPF BAUUKT WET LOCATION LABEL EMERGENCY UNIT EQUIPMENT, TRANSFORMER INPUT, BLUE THERMOPLASTIC L HALOGEN 5 MR-16 GU5.3 2 120 12 SURFACE HOUSING, ASTRALITE TP-100-120-10—BLU MH = 9'-0" INDUSTRIAL, 10, STEEL HOUSING, STEEL REFLECTOR WITH 15% UPLIGHT '7 M FLUORESCENT 32 T8 BI—PIN 2 120 68 PENDANT BAKED WHITE ENAMEL FINISH. PAINT AFTER FABRICATION. CHAIN HANGING COLUMBIA KL4-232--EB8120—PAF—KHC MH = 9'-0" ASSEMBLY. WALL BRACKET, DIE CAST ALUMINUM HOUSING WITH ROTATABLE LENS MH = 12—O ABOVE GRADE. N METAL HALIDE 100 ED17 MEDIUM 1 120 130 BRACKET FRAME, TEMPERED GLASS LENS, SILICONE GASKETING, TYPE 3 DISTRIBUTION, KIM WD14D2/10OMH120/WH--P/5DS14 INSTALL LUMINAIRE WITH 5—DEGREE TILT. SITE PLAN LEGEND LIGHTING NOTES SPECULAR ALZAK REFLECTOR, HPF BALLAST WET LOCATION LABEL AREA LUMINAIRE, DIE CAST ALUMINUM HOUSING WITH SOLID WALL BETWEEN MH = 18'-0* ABOVE GRADE. PROVIDE SQUARE CONCRETE POLE P METAL HALIDE 175 ED17 MEDIUM 1 120 210 POLE OPTICS & BALLAST, TEMPERED GLASS LENS, SILICONE GASKETING, TYPE 3 KIM KN—SAR3-80WH (NOTE 3). PROVIDE 5/8"00' GROUND ROD AT POLE; BOND TO POLE KEY PLAN ROTATABLE OPTICS HPF BALLAST WET LOCATION LABEL GROUND CONDUCTOR WITH #6 COPPER WIRE. _ , EXIT SIGN, EMERGENCY BATTERY, GREEN LETTERS, BLUE THERMOPLASTIC 00030622 ASV A -3TI�WNr 1f49t;Q3701. X LED -- LED -- -- 120 12 SURFACE HOUSING. ASTRALITE TP--U-120--G—BLU—EM MOUNT BOTTOM OF SIGN APPROXIMATELY 6' ABOVE DOOR FRAME. pRpU N0. DWN BY Std` AWN--" `-` AvT 1 MOUNT LUMINAIRE WITH APPROXIMATELY 5—DEGREE TILT. �r •f G ROUTE 1" PUC — 2#8, #8 GND. N. PROVIDE FLUORESCENT LAMPS RATED 3500K CCT CORRELATED COLOR TEMPERATURE). * ` 3 PROVIDE POLYMER CONCRETE PULL BOX FOR CONNECTION TO SIGN. 2. LUMINAIRE TYPES L AND X SHALL BE UNSWITCHED. E-001 COORDINATE WITH SIGN INSTALLER AND MAKE FINAL CONNECTION. 3. POLE SHALL BE 25—FT LENGTH, 7W-FT EMBEDMENT AND SHALL MEET THE FBC WIND REQUIRMENTS FOR 3.2 EPA IN THE LOCATION INSTALLED. _� I l.. s E E WINE OA2 QA2 � NOTESLIGH PING WAREHOUSE A 22 x b B a C C a O O 1 . UNMARKED SWITCHES CONTROL BRANCH CIRCUITS A8, A6, AND A4 (LEFT TO RIGHT, FACING SWITCHES). $ $$$ Al2 OAl2 Al2 D 0 D A10 I CO L L 2. NIGHT LIGHT: LUMINAIRE SHALL BE UNSWITCHED. � c A c A OA OA b C a A10 A10 CLIENT OAl2 A4 B Al O Vine Warehouse Al2 A4 Al2 645 Atlantic Boulevard Atlantic Beach, FL 32233 J L.� ._ ._ - - - — — — — _ _ _._. _ _ B b B d 0 C d0C H M M Al2 Al2 A10 A10 A10 A2 O O � ARCHITECT A8 A8 G AS G A8 G 2 A4 A4 VIA Concepts, LLC A A r� A A A10 241 Atlantic Blvd., Suite #5 OA4 A4'`-� A40 A40 G c Neptune Beach, FL 32266 FL LLC N0. L02000002952 C B A10 E G OA10 A2Q G8 C1 C C1 STRUCTURAL & MEP O 8 O 8 O 8 G c Cusick Engineering and Construction J A2 G M M M A10 2426 Clemson Road O O O Jacksonville, FL — AS C1 C C1 A4 A4 A4 c B E O g O g O g OA2 OG A2Q A10 G tA8 Church ompany A A A A c B G c E ENGINEERS, INC. JACKSONVILLE, FLORIDA C1 C1 OA6 A60 A60 A60 0A1 0 A10 A20 J G O A8 O A8 A2 A8 c C1 C 1 M M G O A8 O A8 O 0 6 0 6 a A8 A6X F A6 b OA10 A A6 L A G OA6 i I A60 D A8 A8 G A8 II II F a 0 E 01 A10 K K Q OA2 OA2 A2 E QA2 E ©A2 LIGHTING PLAN SCALE:1/4"=1 '-0" NO. REVISION/ISSUE DATE PERMIT DOCUMENTS '7 LIGHTING PLAN, & NOTES KEY PLAN 00030622 ASV A '4-02-03 PROJ. NO. DWN BYTT r, . s �":c E-002 X66 At kan� �B oaf WINEUTILITY kWH METER. I I A5 GFI/WP i IWAREHOUSE __ - PANEL A A6 A6 - - GFIaTi A E 250 AMP MAIN BREAKER 120/240 VOLTS, 1 PH, 3 WIRE 65 kA IC I (DMAIN LOCATION: BOTTOM SERVICE ENTRANCE LABELED RMS,SYM. WINE v CO MEN O WOMEN CLIENT TAFINO PLAN DWG. NO. E-003003 LOCATION: RETAIL NORTH j RECEIVING �` AREA NK 1@5 MOUNTING: FLUSH Wine Warehouse lID9 \ 108 GFI CIRCUIT BREAKER VOLT AMPS VOLT AMPS BREAKER CIRCUIT 645 Atlantic Boulevard A31r 6 l \\ A7 E NO. DESCRIPTION DESCRIPTION NO. Atlantic Beach FL 32233 GFI E.W.HO FORAGE POLE AMP A B A B POLE AMP ' L - - - - - - - - - - - - _ _ _ _ _ E O \ CORR r49 lO� 1 REC RETAIL 1 20 800 1366 1 20 LTS-EXTERIOR (NOTE 1) 2 - - - 3R 3 NF 101 4 a 3 REG-RETAIL 1 20 800 820 1 20 LTS-RETAIL NORTH 4 ON R00 ON ROOF _ ACT A7 I 5 REC-EXTERIOR, ROOF (NOTE 2) 1 20 600 752 1 20 LTS--RETAIL SOUTH 6 ARCHITECT A5 GFI/A5 - - - - _ _ -- - -- -- - 7 REC-OFFICE, SALES, CORR., TASTING 1 20 800 1096 1 20 LTS-RETAIL WEST 8 VIA Concepts, LLC A6 0 Ab A38 I T 1 9 REC-OFFICE, SALES 1 20 1000 842 1 20 LTS-OFFICE, SALES, TOILETS 10 241 Atlantic Blvd., Suite #5 O I 1No 11 REC-OFFICE, SALES 1 20 800 472 1 20 LTS-TASTING AREA, RETAIL NORTH 12 Neptune Beach, FL 32266 3 N 0 I ACT 13 REC-TASTING COUNTER 1 20 1000 630 1 20 LTS -SITE (NOTE 1) 14 FL LLC NO, L020D0002952 - � A30 I 15 REC -TASTING COUNTER 1 20 1000 1 20 SPARE 16 \ (DE 60 A9 I 17 REC—REFRIG. CASE 1 20 1200 1250 2 20 WATER HEATER 18 �7 STRUCTURAL & MEP 3 � I 19 REC-REFRIG. CASE 1 20 1200 1250 WATER HEATER 20 I \ NF I 21 SPARE 1 20 1440 1 20 DISHWASER 22 Cusick Engineering and Construction 23 SPACE 1 -- -- - 100 1 20 CONTROLS 24 2426 Clemson Road I I 69Jacksonville, FL - � I 25 SPACE 1 -- -- 1 20 SPARE 26 I I 11 SALES tI 27 SPACE 1 1 20 SPARE 28 FRPETA/ AFREAiL COUNTER I 29 SPACE 1 -- -� 801 2 15 INDOOR UNIT (AMER STD TWE090) 30 AG I iP�l 1P�3 I 31 SPACE 1 -- -- 801 INDOOR UNIT 32 33 ROOF TOP UNIT (ESTIMATED LOAD) 2 80 4518 13500 2 150 STRIP HEATER 34 Chul"ChuQ uompany i T I 35 ROOF TOP UNIT 4518 13500 STRIP HEATER 36 , A9 C. 11 I 37 SPACE i - __ _- 1 -- SPACE 38 ENGINEERS,JAACSONVILL,E, OAN ACT i 39 SPACE 1 -- -- 1 - SPACE 40 / I I S U BTOTALS 9118 9118 20581 18039 SUBTOTALS I � I A7 CONNECTED LOADS (kVA) SOURCE: UTILITY VIA METER A6 I BUS A = 29.7 BUS B = 27.2 TOTAL = 56.9 ESTIMATED DEMAND: 53.3 (NOTE 3) OFFFmi VVIL ICE I L - - - - - - - - - - .�. - IP�2 A9 I NOTES : 77 A7 1 . CONTROLLED BY TIME CLOCK. A A A17 Al ► 2. CONTROLLED BY WALL SWITCH LOCATED j I IN STORAGE ROOM. I 3. ESTIMATED DEMAND INCLUDES ADDITIONAL GFI WP - - - - - - - - - - -A A11 I LOAD FOR FUTURE. IL 'U0 ~ - _(D _j MOUNT J-BOX FLUSH WITH THE WALL. PROVIDE SWITCH POWER PFOR DISCONNECTING SIGN AND MAKE FINAL CONNECTION TO SCALE:1/4"=1 '-0" SIGN. UTILITY POLE. POWER N WEATH ERH EAD PROVIDE 10-FT, MINIMUM, EACH COORDINATE LOCATION OF J--BOX WITH SIGN INSTALLER. CONDUCTOR, COILED, FOR UTILITY CONNECTION BY UTILITY COMPANY. PANELBOARD z ALL EXTERIOR (RECEPTACLES ARE CONTROLLED BY WALL SWITCH. PROVIDE YELLOW PHENOLIC PANEL A LABEL, ENGRAVED TO SHOW BLACK LETTERS, 3/16" HIGH, TO READ, "SWITCH CONTROLS ALL PROVIDE METER SOCKET" IN ACCORDANCE OUTSIDE RECEPTACLES INCLUDING ROOF. TURN OF WHEN NOT IN USE. NO. REVISION/ISSUE DATE WITH THE REQUIRMENTS OF THE LOCAL ELECTRICAL UTILITY COMPANY. CONNECT EXHAUST FAN TO LIGHTING CIRCUIT AND SWITCH FAN WITH LIGHTS. PROVIDE TIME DELAY GROUND BUS RELAY TO ALLOW FAN TO RUN FOR UP TO 10-MINUTES AFTER LIGHT IS SWITCHED OFF. BONDING JUMPER. NEUTRAL BUS 4 PROVIDE A TWO-CHANNEL, DIGITAL TIME CLOCK EQUAL TO TORK #DW200A TO CONTROL EXTERIOR SIZE IN AC LUMINAIRES. SURFACE MOUNT THE TIME CLOCK ENCLOSURE APPROXIMATELY 48" AFF. PROVIDE A 2" GALVANIZED RIGID FLORIDA BUILDING CODE YELLOW PHENOLIC LABEL, ENGRAVED TO SHOW BLACK LETTERS, 3/16" HIGH, TO READ, "TIME PERMIT STEEL -- 3#250kCM. RISER (NEC ARTICLE 250). CLOCK FOR EXTERIOR LUMINAIRES. IN ACCORDANCE WITH kWH #2 GROUNDING ELECTRODE DOCUMENTS ELECTRIC UTILITY COMPANY METER CONDUCTOR s ROUTE FOR HVAC--INDOOR UNIT 1/2>� C - 2#12, #12 GND. REQUIREMENTS. s ROUTE FOR HVAC-ROOF TOP UNIT 1" C - 2#6, #8 GND. 2 PVC - 3#250kCM FINISHED 7 ROUTE FOR HVAC-INDOOR HEATER 1-1/4" C -�- 2#1/0, #6 GND. SERVICE ENTRANCE 2" C -- 3#25OkCM FLOOR SERVICE ENTRANCE a ROUTE FOR SERVICE ENTRANCE 2" C - 3#250kCM. POWER PLAN, PROVIDE GROUNDING ELECTRODE 2& �+ IN ACCORDANCE WITH _ 510HEDULE NOTES FLORIDA BUILDING CODE KEY PLAN (NEC ART. 250) --••• 00430622 ASV PROJ. NO. DWN BY-11If �c ,�tl •» ..,,. � , h, c. E-0 0 3 i � F POWER RISER DIAGRAM I,, .�-'.. SCALE: NONE J'